CN113266006A - Basalt fiber prestressed anchor cable component and anchoring system thereof - Google Patents
Basalt fiber prestressed anchor cable component and anchoring system thereof Download PDFInfo
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- CN113266006A CN113266006A CN202110571515.7A CN202110571515A CN113266006A CN 113266006 A CN113266006 A CN 113266006A CN 202110571515 A CN202110571515 A CN 202110571515A CN 113266006 A CN113266006 A CN 113266006A
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- basalt fiber
- block
- anchor cable
- fixed
- fixedly connected
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- 229920002748 Basalt fiber Polymers 0.000 title claims abstract description 78
- 238000004873 anchoring Methods 0.000 title claims abstract description 28
- 238000007789 sealing Methods 0.000 claims description 64
- 239000011440 grout Substances 0.000 claims description 46
- 239000002002 slurry Substances 0.000 claims description 20
- 230000000087 stabilizing effect Effects 0.000 claims description 14
- 238000000034 method Methods 0.000 claims description 4
- 230000006378 damage Effects 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 3
- 239000007788 liquid Substances 0.000 description 6
- 238000007569 slipcasting Methods 0.000 description 6
- 230000006835 compression Effects 0.000 description 3
- 238000007906 compression Methods 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000008859 change Effects 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000012535 impurity Substances 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000002791 soaking Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D15/00—Handling building or like materials for hydraulic engineering or foundations
- E02D15/02—Handling of bulk concrete specially for foundation or hydraulic engineering purposes
- E02D15/04—Placing concrete in mould-pipes, pile tubes, bore-holes or narrow shafts
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
- E02D5/76—Anchorings for bulkheads or sections thereof in as much as specially adapted therefor
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2200/00—Geometrical or physical properties
- E02D2200/14—Geometrical or physical properties resilient or elastic
- E02D2200/146—Springs
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/003—Injection of material
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0051—Including fibers
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2600/00—Miscellaneous
- E02D2600/30—Miscellaneous comprising anchoring details
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention relates to the technical field of anchoring and discloses a basalt fiber pre-stressed anchor cable component and an anchoring system thereof. Through setting up direction cap and sleeve subassembly, make direction cap and sleeve subassembly fastening connection, it is more tight when connecting, more convenient when dismantling, utilize interior external screw thread connection, rely on the removal joint notch of movable block after the connection, make direction cap and sleeve subassembly can't part and reach the fastening effect, lie in that the basalt fiber anchor rope is fixed.
Description
Technical Field
The invention relates to the technical field of anchoring, in particular to a basalt fiber pre-stressed anchor cable component and an anchoring system thereof.
Background
The prestressed anchor cable technology has been proven by numerous engineering applications as one of the reinforcement measures for limiting deformation, improving the stress state of the rock-soil mass and improving the stability of the rock-soil mass in the anchoring engineering due to simple structure, economy and high efficiency. In recent years, the prestressed anchor cable technology has high practicability in wide application in various fields such as tunnel slopes, deep foundation pits, reservoir dam foundations, mine chambers and the like, the existing prestressed anchor cable anchoring materials for the bank slopes mostly use steel bars and cement mortar as main materials, the durability problem caused by corrosion of the steel bars is mostly existed under the influence of factors such as long-term soaking of underground water, change of environmental temperature, fluctuation change of tensile force and the like, and examples of anchoring failure caused by prestress loss in engineering are rare frequently, so that basalt fibers can be effectively used for improving the problem.
Disclosure of Invention
Technical problem to be solved
Aiming at the defects of the prior art, the invention provides a basalt fiber prestressed anchor cable component and an anchoring system thereof, which have the advantage of convenient anchoring and solve the problem of inconvenient anchoring.
(II) technical scheme
In order to achieve the purpose, the invention provides the following technical scheme: a basalt fiber prestressed anchor cable component and an anchoring system thereof comprise a stabilizing surface, a guide cap, a sleeve component, a grouting pipe, a sealing device and a pressing component;
a sliding surface is arranged on one side of the stabilizing surface, a grouting pipe is fixedly connected inside the stabilizing surface, a basalt fiber anchor rope is arranged inside the grouting pipe, a centering positioner is fixedly connected to the surface of the basalt fiber anchor rope, a binding ring is sleeved on the surface of the basalt fiber anchor rope, a sleeve assembly is sleeved on the surface of the basalt fiber anchor rope, a guide cap is arranged at one end of the basalt fiber anchor rope, a sealing device is arranged on the grouting pipe, and a pressing assembly is arranged inside the sealing device;
the utility model discloses a sleeve subassembly, including barrel, fixed slot, spread groove, internal thread, notch, movable block, fixed plate, fixed frame, spacing spring, connecting rod, turning block and rotation groove, the fixed slot has been seted up to the inside of barrel, the notch has been seted up to the inside of barrel, the rotation groove has been seted up to one side of barrel, it is provided with the turning block to rotate inslot portion, one side fixedly connected with connecting rod of turning block, the one end fixedly connected with fixed plate of connecting rod, one side fixedly connected with movable block of fixed plate, the surface of fixed plate is provided with fixed frame, the inside of fixed frame is provided with spacing spring, the spread groove has been seted up to the one end of barrel, the inside of spread groove is.
Preferably, the guide cap comprises a guide head, a fixing block, an external thread, a groove and a first connecting block, the fixing block is fixedly connected to the upper surface of the guide head, the external thread is arranged on the surface of the fixing block, the first connecting block is fixedly connected to one end of the fixing block, and the groove is formed between the fixing block and the first connecting block.
Preferably, the guide cap is threadedly coupled to the internal thread in the sleeve assembly via an external thread.
Preferably, the constraint ring comprises a first constraint opening and a second constraint opening, the first constraint opening is formed in the constraint ring, the second constraint opening is formed in the constraint ring, and the number of the first constraint openings is four.
Preferably, the slip casting pipe comprises a pipe body, an upper grout outlet, a lower grout outlet and a grout inlet, the upper grout outlet is formed in one side of the pipe body, the lower grout outlet is formed in the inner side of the pipe body, and one end of the pipe body is communicated with the grout inlet.
Preferably, sealing device includes sealed lid, fixture block, second connecting block, sealed piece and sealed the pad, the one end fixedly connected with fixture block of sealed lid, the one end fixedly connected with second connecting block of sealed lid, the sealed piece of the one end fixedly connected with of second connecting block, the surface coating of sealed piece has sealed the pad.
Preferably, the pressing assembly comprises a movable plate, a handle, a first spring, a third connecting block, a second spring, a movable rod and a movable groove, the third connecting block is fixedly connected to one side of the movable plate, the movable rod is fixedly connected to one side of the third connecting block, the second spring is arranged on the surface of the movable rod, the handle is fixedly connected to one end of the movable plate, the first spring is fixedly connected to one side of the handle, and the movable groove is formed in one side of the sealing device.
A method for using a basalt fiber pre-stressed anchor cable member and an anchoring system thereof, comprising the basalt fiber pre-stressed anchor cable member and the anchoring system thereof as claimed in any one of claims 1 to 7, comprising the following steps:
s1, guiding to pass: the guide cap is clamped and fixed with the fixed groove through the first connecting block, the groove is overlapped with the notch, the rotating block on the barrel is used for driving the connecting rod to rotate, the fixed plate and the movable block are driven to be fixed on the guide cap at the notch, the internal thread is in threaded connection with the external thread, the guide cap and the sleeve component are fixed, the basalt fiber anchor cable can be driven to enter a required working place after fixed connection, the surface of the basalt fiber anchor cable is fastened and bound through the binding ring, the basalt fiber anchor cable can enter conveniently, and the working efficiency is improved.
S2, grouting: the hole is punched on the stable surface and the sliding surface, so that the basalt fiber anchor cable can conveniently enter and be fixed, the grouting pipe is firstly led into the hole after being punched, the guide cap and the sleeve component for fixing the basalt fiber anchor cable are led into the grouting pipe after the grouting pipe is led into, the grouting pipe is led into the grout through the grout inlet, the grout flows out from the upper grout outlet and the lower grout outlet along the pipe body, the pipe body and the stable surface can be fixed by the grout, and the grout entering the inside can enable the pipe body and the guide cap, and the sleeve component and the basalt fiber anchor cable to be fixed.
S3, sealing: it all needs to seal when using and not using to advance the thick liquid mouth, prevent destruction such as outside moisture, need sealing device to pass through the fixture block joint during the slip casting to advance on the thick liquid mouth, advance thick liquid mouth accessible sealing block and sealed the pad and seal up, the subassembly is pressed to the accessible during the slip casting, will advance the thick liquid mouth and open, utilize outside pipeline to get into the slip casting, thereby it drives the fly leaf to press down the first spring of manual pressing handle compression drive fly leaf and drive movable rod compression second spring and can open the fly leaf to press down the subassembly, self-closing can seal into thick liquid mouth when not using, entering such as rainwater after avoiding the slip casting makes the slip casting become invalid and cause basalt fiber anchor rope to become invalid, unable use.
(III) advantageous effects
Compared with the prior art, the invention provides a basalt fiber prestressed anchor cable component and an anchoring system thereof, and the basalt fiber prestressed anchor cable component has the following beneficial effects:
1. according to the basalt fiber anchor cable fixing device, the guide cap and the sleeve assembly are tightly connected through the arrangement of the guide cap and the sleeve assembly, the guide cap and the sleeve assembly are tightly connected during connection, the guide cap and the sleeve assembly are more convenient to disassemble, the guide cap and the sleeve assembly are connected through the internal thread and the external thread, the guide cap and the sleeve assembly cannot be separated to achieve the fastening effect after the guide cap and the sleeve assembly are connected, the basalt fiber anchor cable is fixed, and the basalt fiber anchor cable can be driven to conveniently enter a communicated stable surface and a sliding surface through the action of the guide cap and the sleeve to be fixed.
2. According to the invention, the grouting pipe is arranged, the grouting pipe is inserted after the penetrated stable surface and the sliding surface, then the basalt fiber anchor cable driven by the guide cap and the sleeve component enters, so that the basalt fiber anchor cable enters more conveniently, the basalt fiber anchor cable enters the designed sleeve and is grouted from the grout inlet, the sleeve component and the stable surface are fixedly connected through the grout outlet at the upper part, and the sleeve, the guide cap and the basalt fiber anchor cable are fixed through the grout outlet at the lower part, so that the sleeve, the guide cap and the basalt fiber anchor cable are firmly fixed, and the contact corrosion is reduced.
3. According to the invention, the sealing device and the pressing assembly are arranged, the sealing device is used for sealing the grout inlet, the sealing device can be arranged on the grout inlet when in use, the grout inlet can be opened by the pressing assembly during grouting, the pressing assembly can be opened by the pressing spring, the pressing assembly can be automatically closed by the resilience of the spring, an external pipeline enters grouting after the pressing assembly is opened, the pressing assembly is closed after the grouting is finished, the pressing assembly is sealed by the sealing device, the grout is prevented from being corroded by entering of rainwater and the like to lose efficacy, and the grout is effectively protected from being fixed.
Drawings
FIG. 1 is a schematic front view of the structure of the present invention;
FIG. 2 is a schematic view of a guide cap according to the present invention;
FIG. 3 is a schematic view of the sleeve assembly of the present invention;
FIG. 4 is a schematic view of a grouting pipe according to the present invention;
FIG. 5 is a schematic view of the sealing device of the present invention;
FIG. 6 is a schematic view of a pressing assembly according to the present invention;
FIG. 7 is a side view of the pressing assembly of the present invention;
FIG. 8 is a schematic view of a constraining ring structure of the present invention.
In the figure: 1. a stabilizing surface; 2. a sliding surface; 3. a guide cap; 301. a guide head; 302. a fixed block; 303. an external thread; 304. a groove; 305. a first connection block; 4. a sleeve assembly; 401. a barrel; 402. fixing grooves; 403. connecting grooves; 404. an internal thread; 405. a notch; 406. a movable block; 407. a fixing plate; 408. a fixing frame; 409. a limiting spring; 410. a connecting rod; 411. rotating the block; 412. a rotating groove; 5. a grouting pipe; 501. a pipe body; 502. an upper pulp outlet; 503. a lower pulp outlet; 504. a pulp inlet; 6. a sealing device; 601. a sealing cover; 602. a clamping block; 603. a second connecting block; 604. a sealing block; 605. a gasket; 7. a pressing assembly; 701. a movable plate; 702. a handle; 703. a first spring; 704. a third connecting block; 705. a second spring; 706. a movable rod; 707. a movable groove; 8. a binding ring; 801. a first binding port; 802. a second restraint port; 9. centering a positioner; 10. basalt fiber anchor cable.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1 to 8, a basalt fiber prestressed anchor cable member and an anchoring system thereof includes a stabilizing surface 1, a guide cap 3, a sleeve assembly 4, a grouting pipe 5, a sealing device 6 and a pressing assembly 7;
a sliding surface 2 is arranged on one side of the stabilizing surface 1, a grouting pipe 5 is fixedly connected inside the stabilizing surface 1, a basalt fiber anchor rope 10 is arranged inside the grouting pipe 5, a centering positioner 9 is fixedly connected to the surface of the basalt fiber anchor rope 10, a binding ring 8 is sleeved on the surface of the basalt fiber anchor rope 10, a sleeve component 4 is sleeved on the surface of the basalt fiber anchor rope 10, a guide cap 3 is arranged at one end of the basalt fiber anchor rope 10, a sealing device 6 is arranged on the grouting pipe 5, and a pressing component 7 is arranged inside the sealing device 6;
the sleeve component 4 comprises a cylinder body 401, a fixed groove 402, a connecting groove 403, an internal thread 404, a notch 405, a movable block 406, a fixed plate 407, a fixed frame 408, a limiting spring 409, a connecting rod 410, a rotating block 411 and a rotating groove 412, wherein the fixed groove 402 is formed in the cylinder body 401, the notch 405 is formed in the cylinder body 401, the rotating groove 412 is formed in one side of the cylinder body 401, the rotating block 411 is arranged in the rotating groove 412, the connecting rod 410 is fixedly connected to one side of the rotating block 411, one end of the connecting rod 410 is fixedly connected with the fixed plate 407, one side of the fixed plate 407 is fixedly connected with the movable block 406, the fixed frame 408 is arranged on the surface of the fixed plate 407, the limiting spring 409 is arranged in the fixed frame 408, the connecting groove 403 is formed in one end of the cylinder body 401, the internal thread 404 is arranged in the connecting groove 403, and the fixed groove 402 is formed in the sleeve component 4 for fixing the movable block, utilize internal thread 404 to carry out threaded connection and fixed, rely on turning block 411 to drive connecting rod 410, fixed plate 407 and movable block 406 to remove after fixed, remove and carry out fixed joint once more to notch 405, when needs are dismantled, utilize turning block 411 to drive fixed plate 407 compression limiting spring 409 and dismantle, make convenient operation.
Specifically, the direction cap 3 includes direction head 301, fixed block 302, external screw thread 303, recess 304 and first connecting block 305, the last fixed surface of direction head 301 is connected with fixed block 302, the surface of fixed block 302 is provided with external screw thread 303, the first connecting block 305 of one end fixedly connected with of fixed block 302, recess 304 has been seted up between fixed block 302 and the first connecting block 305, sets up fixed block 302 on the direction cap 3, sets up external screw thread 303 on the fixed block 302 and is connected with internal screw thread 404, sets up the connection that recess 304 is used for the movable block 406, makes direction cap 3 and sleeve component 4 be connected fixedly.
Specifically, the guide cap 3 is in threaded connection with an internal thread 404 in the sleeve component 4 through an external thread 303, and the internal thread 404 and the external thread 303 are in threaded connection, so that the guide cap 3 is connected with the sleeve component 4 together, and the guide cap 3 is stable and cannot fall off when entering the grouting pipe 5.
Specifically, the binding ring 8 comprises a first binding opening 801 and a second binding opening 802, the first binding opening 801 is formed in the binding ring 8, the second binding opening 802 is formed in the binding ring 8, the number of the first binding openings 801 is four, the first binding opening 801 and the second binding opening 802 are formed in the binding ring, and the basalt fiber anchor cable 10 is bound together by the binding ring 8, so that the basalt fiber anchor cable is prevented from being dispersed and unchanged in operation.
Specifically, the grouting pipe 5 comprises a pipe body 501, an upper grout outlet 502, a lower grout outlet 503 and a grout inlet 504, the upper grout outlet 502 is formed in one side of the pipe body 501, the lower grout outlet 503 is formed in the inner side of the pipe body 501, the grout inlet 504 is communicated with one end of the pipe body 501, the grouting pipe 5 is arranged, the upper grout outlet 502 is formed in the grouting pipe 5 and used for fixing the stabilizing surface 1 and the grouting pipe 5, the lower grout outlet is used for fixing the guide cap 3 and the basalt fiber anchor cable 10, and the grouting pipe 5 is convenient for the basalt fiber anchor cable 10 to enter.
Specifically, the sealing device 6 comprises a sealing cover 601, a clamping block 602, a second connecting block 603, a sealing block 604 and a sealing gasket 605, wherein the clamping block 602 is fixedly connected to one end of the sealing cover 601, the second connecting block 603 is fixedly connected to one end of the sealing cover 601, the sealing block 604 is fixedly connected to one end of the second connecting block 603, the sealing gasket 605 is wrapped on the surface of the sealing block 604, the sealing device 6 is arranged on the slurry inlet 504, the sealing device 6 is fixed through the clamping block 602, and the sealing block 604 and the sealing gasket 605 are utilized for sealing, so that external impurities cannot enter the sealing device to affect use.
Specifically, the pressing assembly 7 includes a movable plate 701, a handle 702, a first spring 703, a third connecting block 704, a second spring 705, a movable rod 706 and a movable groove 707, one side of the movable plate 701 is fixedly connected with the third connecting block 704, one side surface of the third connecting block 704 is fixedly connected with the movable rod 706, the surface of the movable rod 706 is provided with the second spring 705, one end of the movable plate 701 is fixedly connected with the handle 702, one side of the handle 702 is fixedly connected with the first spring 703, the movable groove 707 is formed in one side of the sealing device 6, the pressing assembly 7 is arranged in the sealing device 6, the pressing assembly 7 is utilized, an external pipe can conveniently enter grouting, and the automatic closing of the movable plate 701 is realized by utilizing the resilience of the second spring 705 and the first spring 703.
A method for using a basalt fiber pre-stressed anchor cable member and an anchoring system thereof, comprising the basalt fiber pre-stressed anchor cable member and the anchoring system thereof as claimed in any one of claims 1 to 7, comprising the following steps:
s1, guiding to pass: firstly, the guide cap 3 is clamped and fixed with the fixed groove 402 through the first connecting block 305, the groove 304 is overlapped with the notch 405, the rotating block 411 on the cylinder 401 is used for driving the connecting rod 410 to rotate, the fixed plate 407 and the movable block 406 are driven to be fixed on the guide cap at the notch 405, the internal thread 404 is in threaded connection with the external thread 303, the guide cap 3 and the sleeve component 4 are fixed, after being fixedly connected, the basalt fiber anchor cable 10 can be driven to be led into a required working place, the surface of the basalt fiber anchor cable 10 is fastened and bound through the binding ring 8, the basalt fiber anchor cable 10 can conveniently enter, and the working efficiency is improved.
S2, grouting: the holes are punched on the stabilizing surface 1 and the sliding surface 2, so that the basalt fiber anchor cable can conveniently enter and be fixed, after the holes are punched, the grouting pipe 5 is firstly led into the holes, after the grouting pipe 5 is led into the holes, the guide cap 3 and the sleeve component 4 for fixing the basalt fiber anchor cable 10 are led into the grouting pipe 5, the grouting pipe 5 is led into the slurry through the slurry inlet 504, the slurry flows out from the upper slurry outlet 502 and the lower slurry outlet 503 along the pipe body 501, the pipe body 501 and the stabilizing surface 1 can be fixed by the slurry, and the slurry entering the inside can fix the pipe body 501 and the guide cap 3, the sleeve component 4 and the basalt fiber anchor cable 10.
S3, sealing: the grout inlet 504 is required to be sealed when used and not used, damage of external moisture and the like is prevented, the sealing device 6 is required to be clamped to the grout inlet 504 through the fixture block 602 during grouting, the grout inlet 504 can be sealed with the sealing gasket 605 through the sealing block 604, the grout inlet 504 can be opened through the pressing component 7 during grouting, external pipelines are used for entering grouting, the pressing component 7 drives the movable plate 701 through the manual pressing handle 702 to compress the first spring 703 so as to drive the movable rod 706 to compress the second spring 705, the movable plate 701 can be opened, the grout inlet 504 can be sealed through automatic closing when not used, and the phenomenon that the basalt fiber anchor cable 10 fails and cannot be used due to the fact that grouting liquid fails because rainwater and the like enters after grouting is avoided.
The working principle is as follows: when the device is used, firstly, holes are formed in the stable surface 1 and the sliding surface 2, the grouting pipe 5 is inserted and inserted, after the grouting pipe 5 is inserted, the guide cap 3 is connected with the sleeve component 4, then the basalt fiber anchor cable 10 is driven to enter for working fixation, the sealing device 6 is arranged on the grouting pipe 5 for sealing, the sealing device 6 can be conveniently opened and closed through the pressing component 7, after the holes are formed in the stable surface 1 and the sliding surface 2, the sealing device 6 is inserted and inserted, then the guide cap 3 is in threaded connection with the internal thread 404 in the sleeve component 4 through the external thread 303, then the rotating block 411 is used for driving the movable block 406 to be fixedly connected in the groove opening 405 and the groove 304, so that the guide cap 3 and the sleeve component 4 are connected more tightly, the basalt fiber anchor cable 10 is driven to enter the stable surface 1, after connection is completed, the handle 702 is compressed through the pressing component 7 for compressing the first spring 703 to drive the movable plate 701 to be opened, the movable plate 701 can drive the third connecting block 704 to compress the second spring 705 to move, grouting is performed through an external connecting pipe after the sealing device 6 is opened, slurry enables the pipe body 501 to be fixedly connected with the stabilizing surface 1 through the upper slurry outlet 502, the guide cap 3 and the basalt fiber anchor rope 10 are fixedly connected with the pipe body 501 through the lower slurry outlet 503, and the sealing device 6 can automatically seal and protect the slurry inlet 504 and the slurry after grouting is completed, so that the basalt fiber anchor rope 10 is fixed, and the basalt fiber anchor rope is convenient to operate and use.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (8)
1. A basalt fiber prestressed anchor cable component and an anchoring system thereof are characterized in that: comprises a stabilizing surface (1), a guide cap (3), a sleeve component (4), a grouting pipe (5), a sealing device (6) and a pressing component (7);
a sliding surface (2) is arranged on one side of the stabilizing surface (1), a grouting pipe (5) is fixedly connected inside the stabilizing surface (1), a basalt fiber anchor rope (10) is arranged inside the grouting pipe (5), a centering positioner (9) is fixedly connected to the surface of the basalt fiber anchor rope (10), a binding ring (8) is sleeved on the surface of the basalt fiber anchor rope (10), a sleeve component (4) is sleeved on the surface of the basalt fiber anchor rope (10), a guide cap (3) is arranged at one end of the basalt fiber anchor rope (10), a sealing device (6) is arranged on the grouting pipe (5), and a pressing component (7) is arranged inside the sealing device (6);
the sleeve component (4) comprises a cylinder body (401), a fixed groove (402), a connecting groove (403), an internal thread (404), a notch (405), a movable block (406), a fixed plate (407), a fixed frame (408), a limiting spring (409), a connecting rod (410), a rotating block (411) and a rotating groove (412), wherein the fixed groove (402) is formed in the cylinder body (401), the notch (405) is formed in the cylinder body (401), the rotating groove (412) is formed in one side of the cylinder body (401), the rotating block (411) is arranged in the rotating groove (412), the connecting rod (410) is fixedly connected to one side of the rotating block (411), the fixed plate (407) is fixedly connected to one end of the connecting rod (410), the movable block (406) is fixedly connected to one side of the fixed plate (407), and the fixed frame (408) is arranged on the surface of the fixed plate (407), the inside of fixed frame (408) is provided with spacing spring (409), spread groove (403) have been seted up to the one end of barrel (401), the inside of spread groove (403) is provided with internal thread (404).
2. The basalt fiber pre-stressed anchor cable component and the anchoring system thereof as claimed in claim 1, wherein: guide cap (3) are including direction head (301), fixed block (302), external screw thread (303), recess (304) and first connecting block (305), the last fixed surface of direction head (301) is connected with fixed block (302), the surface of fixed block (302) is provided with external screw thread (303), the first connecting block (305) of one end fixedly connected with of fixed block (302), recess (304) have been seted up between fixed block (302) and first connecting block (305).
3. The basalt fiber pre-stressed anchor cable component and the anchoring system thereof as claimed in claim 1, wherein: the guide cap (3) is in threaded connection with an internal thread (404) in the sleeve component (4) through an external thread (303).
4. The basalt fiber pre-stressed anchor cable component and the anchoring system thereof as claimed in claim 1, wherein: the constraint ring (8) comprises a first constraint port (801) and a second constraint port (802), the first constraint port (801) is arranged in the constraint ring (8), the second constraint port (802) is arranged in the constraint ring (8), and the number of the first constraint port (801) is four.
5. The basalt fiber pre-stressed anchor cable component and the anchoring system thereof as claimed in claim 1, wherein: the grouting pipe (5) comprises a pipe body (501), an upper grout outlet (502), a lower grout outlet (503) and a grout inlet (504), wherein the upper grout outlet (502) is formed in one side of the pipe body (501), the lower grout outlet (503) is formed in the inner side of the pipe body (501), and one end of the pipe body (501) is communicated with the grout inlet (504).
6. The basalt fiber pre-stressed anchor cable component and the anchoring system thereof as claimed in claim 1, wherein: the sealing device (6) comprises a sealing cover (601), a clamping block (602), a second connecting block (603), a sealing block (604) and a sealing gasket (605), wherein the clamping block (602) is fixedly connected to one end of the sealing cover (601), the second connecting block (603) is fixedly connected to one end of the sealing cover (601), the sealing block (604) is fixedly connected to one end of the second connecting block (603), and the sealing gasket (605) is wrapped on the surface of the sealing block (604).
7. The basalt fiber pre-stressed anchor cable component and the anchoring system thereof as claimed in claim 1, wherein: the pressing component (7) comprises a movable plate (701), a handle (702), a first spring (703), a third connecting block (704), a second spring (705), a movable rod (706) and a movable groove (707), wherein the third connecting block (704) is fixedly connected to one side of the movable plate (701), the movable rod (706) is fixedly connected to one side surface of the third connecting block (704), the second spring (705) is arranged on the surface of the movable rod (706), the handle (702) is fixedly connected to one end of the movable plate (701), the first spring (703) is fixedly connected to one side of the handle (702), and the movable groove (707) is formed in one side of the sealing device (6).
8. A basalt fiber prestressed anchor cable member and an anchoring system using method thereof, comprising the basalt fiber prestressed anchor cable member and the anchoring system thereof as claimed in any one of claims 1 to 7, characterized in that: the method comprises the following steps:
s1, guiding to pass: firstly, guide cap (3) is clamped and fixed with a fixing groove (402) through a first connecting block (305), a groove (304) is overlapped with a notch (405), a rotating block (411) on a barrel body (401) is utilized to drive a connecting rod (410) to rotate, a fixing plate (407) and a movable block (406) are driven to fix the guide cap at the notch (405), internal threads (404) are in threaded connection with external threads (303), the guide cap (3) and a sleeve component (4) are fixed, the basalt fiber anchor cable (10) can be driven to enter a required working place after fixed connection, the surface of the basalt fiber anchor cable (10) is fastened and bound by a binding ring (8), the basalt fiber anchor cable (10) is convenient to enter, and the working efficiency is improved.
S2, grouting: the hole is punched on the stable surface (1) and the sliding surface (2), so that the basalt fiber anchor cable can conveniently enter and be fixed, after the hole is punched, the grouting pipe (5) is firstly led into the hole, after the grouting pipe (5) is led into the hole, the guide cap (3) and the sleeve component (4) for fixing the basalt fiber anchor cable (10) are led into the grouting pipe (5), the grouting pipe (5) is led into the slurry through the slurry inlet (504), the slurry flows out from the upper slurry outlet (502) and the lower slurry outlet (503) along the pipe body (501), the pipe body (501) and the stable surface (1) can be fixed by the slurry, and the slurry entering the inner part can fix the pipe body (501) and the guide cap (3), and the sleeve component (4) and the basalt fiber anchor cable (10).
S3, sealing: the grout inlet (504) is required to be sealed when used and not used, damage of external moisture and the like is prevented, a sealing device (6) is required to be clamped on the grout inlet (504) through a clamping block (602) during grouting, the grout inlet (504) can be sealed with a sealing gasket (605) through a sealing block (604), a component (7) can be pressed during grouting, the grout inlet (504) is opened, external pipelines are used for entering grouting, the pressing component (7) compresses a first spring (703) by means of a manual pressing handle (702) to drive a movable plate (701) so as to drive a movable rod (706) to compress a second spring (705) and open the movable plate (701), the grout inlet (504) can be sealed by means of automatic closing when not used, and the basalt fiber anchor cable (10) is prevented from being failed and cannot be used due to the fact that the grout fails when rainwater and the like enter after grouting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110571515.7A CN113266006A (en) | 2021-05-25 | 2021-05-25 | Basalt fiber prestressed anchor cable component and anchoring system thereof |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110571515.7A CN113266006A (en) | 2021-05-25 | 2021-05-25 | Basalt fiber prestressed anchor cable component and anchoring system thereof |
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| CN113266006A true CN113266006A (en) | 2021-08-17 |
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| CN202110571515.7A Pending CN113266006A (en) | 2021-05-25 | 2021-05-25 | Basalt fiber prestressed anchor cable component and anchoring system thereof |
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Citations (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08311869A (en) * | 1995-05-19 | 1996-11-26 | V S L Japan Kk | Head seal structure of underground buried anchor |
| US20080193225A1 (en) * | 2007-02-14 | 2008-08-14 | Cesare Melegari | Equipment and method for constructing micropiles in soil, in particular for the anchorage of active anchors |
| US20090035071A1 (en) * | 2006-08-17 | 2009-02-05 | Christof Tschernuth | Friction tube anchor and inflation adapter for the latter |
| CN107513996A (en) * | 2017-10-20 | 2017-12-26 | 上海智平基础工程有限公司 | A kind of anchorage and its construction method of recoverable prestressed anchor cable |
| CN207525745U (en) * | 2017-11-28 | 2018-06-22 | 赵前进 | A kind of roofbolt construction arrangement of architectural engineering |
| CN208009418U (en) * | 2018-03-15 | 2018-10-26 | 陈艳平 | Prestress anchorage cable guiding cap |
| CN108979692A (en) * | 2018-09-20 | 2018-12-11 | 山东科技大学 | A kind of novel increasing anchor grouted anchor bar and its construction method |
| CN110230511A (en) * | 2019-06-21 | 2019-09-13 | 安徽理工大学 | A kind of anchor dispensing device that can be vented for common bolt and its application method |
| CN111379566A (en) * | 2020-03-30 | 2020-07-07 | 河南工程学院 | Anchor rod supporting structure of coal mine underground roadway |
| CN111946372A (en) * | 2020-07-06 | 2020-11-17 | 青岛市地铁六号线有限公司 | Grouting device for high-coagulability grouting material |
| CN112726962A (en) * | 2020-12-23 | 2021-04-30 | 澧县荣友沥青混凝土有限责任公司 | Assembled grout sleeve |
| CN112715337A (en) * | 2020-12-28 | 2021-04-30 | 云南经济管理学院 | Sprinkling irrigation robot |
-
2021
- 2021-05-25 CN CN202110571515.7A patent/CN113266006A/en active Pending
Patent Citations (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08311869A (en) * | 1995-05-19 | 1996-11-26 | V S L Japan Kk | Head seal structure of underground buried anchor |
| US20090035071A1 (en) * | 2006-08-17 | 2009-02-05 | Christof Tschernuth | Friction tube anchor and inflation adapter for the latter |
| US20080193225A1 (en) * | 2007-02-14 | 2008-08-14 | Cesare Melegari | Equipment and method for constructing micropiles in soil, in particular for the anchorage of active anchors |
| CN107513996A (en) * | 2017-10-20 | 2017-12-26 | 上海智平基础工程有限公司 | A kind of anchorage and its construction method of recoverable prestressed anchor cable |
| CN207525745U (en) * | 2017-11-28 | 2018-06-22 | 赵前进 | A kind of roofbolt construction arrangement of architectural engineering |
| CN208009418U (en) * | 2018-03-15 | 2018-10-26 | 陈艳平 | Prestress anchorage cable guiding cap |
| CN108979692A (en) * | 2018-09-20 | 2018-12-11 | 山东科技大学 | A kind of novel increasing anchor grouted anchor bar and its construction method |
| CN110230511A (en) * | 2019-06-21 | 2019-09-13 | 安徽理工大学 | A kind of anchor dispensing device that can be vented for common bolt and its application method |
| CN111379566A (en) * | 2020-03-30 | 2020-07-07 | 河南工程学院 | Anchor rod supporting structure of coal mine underground roadway |
| CN111946372A (en) * | 2020-07-06 | 2020-11-17 | 青岛市地铁六号线有限公司 | Grouting device for high-coagulability grouting material |
| CN112726962A (en) * | 2020-12-23 | 2021-04-30 | 澧县荣友沥青混凝土有限责任公司 | Assembled grout sleeve |
| CN112715337A (en) * | 2020-12-28 | 2021-04-30 | 云南经济管理学院 | Sprinkling irrigation robot |
Non-Patent Citations (3)
| Title |
|---|
| 中国复合材料学会: "《复合材料技术路线图》", 31 July 2020, 中国科学技术出版社 * |
| 刘宝等: "煤矿顶板支护锚索辅助供送装置研究", 《机械工程师》 * |
| 袁凤等: "《路基施工技术》", 30 November 2020, 北京理工大学出版社 * |
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