CN116240914A - Quick installation and accurate adjustment structure and method for cup-type foundation steel structure column - Google Patents
Quick installation and accurate adjustment structure and method for cup-type foundation steel structure column Download PDFInfo
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 171
- 239000010959 steel Substances 0.000 title claims abstract description 171
- 238000009434 installation Methods 0.000 title claims abstract description 28
- 238000000034 method Methods 0.000 title claims abstract description 19
- 238000007788 roughening Methods 0.000 claims abstract description 18
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 14
- 230000002787 reinforcement Effects 0.000 claims description 7
- 238000003466 welding Methods 0.000 claims description 7
- 238000013461 design Methods 0.000 claims description 5
- 238000012423 maintenance Methods 0.000 claims description 5
- 238000007667 floating Methods 0.000 claims description 4
- 239000002390 adhesive tape Substances 0.000 claims description 3
- 238000005336 cracking Methods 0.000 claims description 3
- 238000004804 winding Methods 0.000 claims description 3
- 238000007689 inspection Methods 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 21
- 238000011007 installation qualification Methods 0.000 abstract description 3
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000013468 resource allocation Methods 0.000 abstract description 2
- 238000012937 correction Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 238000009825 accumulation Methods 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
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- 238000007711 solidification Methods 0.000 description 1
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- 230000007704 transition Effects 0.000 description 1
- 238000009736 wetting Methods 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
- E02D27/00—Foundations as substructures
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- E—FIXED CONSTRUCTIONS
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- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B1/4157—Longitudinally-externally threaded elements extending from the concrete or masonry, e.g. anchoring bolt with embedded head
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Abstract
The invention discloses a cup-type foundation steel structure column rapid installation and accurate adjustment structure and a method. The structure comprises a bearing platform and a short column, wherein cup openings are formed in the bearing platform and the short column, embedded adjusting bolts are buried in the short column, steel structure columns extend into the cup openings, adjusting steel plates are arranged on the side portions of the steel structure columns, the embedded adjusting bolts penetrate through adjusting holes in the adjusting steel plates, and adjusting nuts are connected to threaded portions of the embedded adjusting bolts. The method comprises the following steps: pouring a bearing platform; roughening the short column contact surface of the bearing platform; binding short column steel bars; embedding an embedded adjusting bolt in the short column; constructing a short column template; pouring the short column and forming a cup opening; installing a steel structure column; pouring the cup opening. The invention has the beneficial effects that: the construction progress is quickened, and the mechanical labor cost is saved; the one-time installation qualification rate is high; the resource allocation is simple; the safety is high.
Description
Technical Field
The invention belongs to the field of cup foundation box steel column installation and construction, and particularly relates to a cup foundation steel structure column rapid installation and accurate adjustment structure and method.
Background
With the development of science and technology and the progress of society, super high-rise, large-span venues and factory buildings are largely newly built, the defects of insufficient span and space use of a door type steel structure are increasingly apparent, the problem of span and space use can be fully solved by a box type steel column, a cup rim foundation is the most economical and best-stressed bearing foundation from the aspects of manufacturing cost and stress, the installation of the cup rim foundation box type steel column is the important consideration and research goal of a construction unit, how to quickly install and guarantee the verticality of the steel structure is the important consideration and control technical key point of the construction unit.
Disclosure of Invention
The invention aims at: along with accumulation and innovation of more advanced construction technology and method in cup foundation box steel column construction in recent years, remarkable effects are achieved in construction application of a quick installation tool of the cup foundation box steel column, and in order to solve the problems of the installation construction progress and the construction quality of the cup foundation box steel column, the invention summarizes the problems of the cup foundation box steel column installation and the leveling process, designs a quick installation and accurate adjustment structure and method of the cup foundation box steel structure column, effectively solves the problems of low installation speed and difficult perpendicularity control of the cup foundation box steel column, and improves the construction efficiency and the construction quality.
The aim of the invention is achieved by the following technical scheme:
the utility model provides a cup-type foundation steel structure post installs fast, accurate regulation structure, includes the short column on cushion cap and the cushion cap, and the inside of cushion cap and short column is formed with the rim of a cup, buries pre-buried adjusting bolt in the short column, and the screw thread portion on pre-buried adjusting bolt upper portion stretches out the short column, and the steel structure post stretches into in the rim of a cup, and the lateral part of steel structure post is equipped with the adjusting steel plate, and pre-buried adjusting bolt passes the regulation trompil on the adjusting steel plate, is connected with the adjusting nut that is located the adjusting steel plate upper and lower extreme on pre-buried adjusting bolt's the screw thread portion.
Further, the short column is provided with embedded adjusting bolts in the front, back, left and right directions of the cup opening.
Furthermore, the embedded adjusting bolt is J-shaped.
Further, the embedded adjusting bolt is connected with the reinforcing steel bars in the short columns through the fixed embedded plates.
Further, the embedded adjusting bolt is sleeved with a gasket between the adjusting nut and the adjusting steel plate.
Further, a stiffening plate is connected between the adjusting steel plate and the steel structure column.
A quick installation and accurate adjustment method for a cup-type foundation steel structure column comprises the following steps:
s01, pouring a bearing platform;
s02, roughening the short column contact surface of the bearing platform;
step S03, binding short column steel bars;
step S04, embedding an embedded adjusting bolt in the short column;
s05, short column template construction;
s06, pouring the short column and forming a cup opening;
s07, installing a steel structure column, namely extending the steel structure column into a cup opening, fixing an adjusting steel plate on the steel structure column, enabling a pre-buried adjusting bolt to synchronously penetrate through an adjusting hole on the adjusting steel plate, and limiting the upper and lower positions of the adjusting steel plate by using an adjusting nut in threaded connection on the pre-buried adjusting bolt, so that the verticality and elevation of the steel structure column are adjusted until the requirements are met;
and S08, pouring the cup opening, and connecting the short column with the steel structure column.
Further, in the step S01, after binding the reinforcing steel bars of the bearing platform, performing self-checking, rechecking the size and the spacing of the reinforcing steel bars, after passing acceptance without error, pouring concrete, and when pouring the concrete of the bearing platform, paying attention to vibration, ensuring that the concrete is fully vibrated and compacted, and paying attention to maintenance of a finished product component after the pouring of the concrete is completed;
in the step S02, when the concrete pouring of the bearing platform is completed, roughening the contact surface of the short column is carried out on the bearing platform;
in the step S03, binding of short column steel bars is carried out after roughening of the short column contact surface, the binding steel bars are fully bound, the four large angle steel bars of the short column are firmly bound, and the embedded bolt is prevented from deviating due to the fact that the steel bars are not firmly bound when the bolt is embedded;
in the step S04, after binding of short columns of reinforcing steel bars is completed, embedding of embedded adjusting bolts, wherein the embedded adjusting bolts are fixed by using embedded plates to prevent deflection, and after positioning, reinforcing steel bar welding support is used for reinforcement;
in the step S05, after embedding the embedded adjusting bolt, installing a short column outer side template according to the short column positioning axis, and installing a short column inner side cup opening template after the outer side template is installed, wherein the short column inner side cup opening template and the short column outer side template are fixed by adopting a through opposite-pull screw;
in the step S06, after the reinforcement of the short column template is completed, checking the linear position of the embedded adjusting bolt, pouring concrete after rechecking, and pouring the concrete in layers, so that when the pouring is too fast, the inner side cup rim template of the short column floats upwards, and after the pouring of the concrete is completed, curing is performed in time;
in the step S07, before the steel structure column is hoisted, whether the bolt positioning and the axis are accurate or not is checked, an adjusting nut is installed on the embedded adjusting bolt in advance, after the steel structure column is hoisted in place by utilizing a crane, the adjusting nut is installed on the embedded adjusting bolt, a measurer instructs the installer to change the height of the adjusting nut to correct the verticality and the elevation of the steel structure column, the adjusting nut is primarily screwed, and the verticality and the elevation are secondarily corrected by the adjusting nut until the elevation and the verticality meet the requirements of a drawing and a specification;
in step S08, after the steel structure column is installed, after passing inspection and acceptance, secondary concrete pouring of the cup opening is carried out, the secondary concrete pouring of the cup opening adopts expansion concrete pouring, watering is carried out in advance before pouring the concrete of the cup opening, and the concrete pouring is fully vibrated and compacted.
Further, in the step S01, the curing time is not less than 7 days; in the step S02, roughening is carried out after the concrete strength reaches 1.2MP, the roughening depth is 1-2cm, and the post feet are washed clean after roughening the contact surface of the concrete post; in the step S04, the exposed screw thread part of the embedded adjusting bolt is protected by winding a transparent adhesive tape; in the step S05, in order to prevent the cup opening template at the inner side of the short column from floating upwards when concrete is poured, screws are respectively fixed on four sides of the cup opening, and a fixed steel pipe is installed through a butterfly buckle; in the step S06, the curing time is not less than 7 days; in the step S07, after the basic strength of the short column reaches 75% of the design strength, hoisting the steel structure column; in the step S08, the concrete grade is improved by one step compared with the concrete grade of the short column, and the secondary poured concrete is 0.5cm more than the designed elevation, so that shrinkage cracking is prevented when the concrete is solidified.
Further, in the step S04, embedded adjusting bolts are embedded in the four directions of the front, rear, left and right of the cup opening on the short column, and in the step S07, the verticality and elevation of the steel structure column are adjusted by using the embedded adjusting bolts in the four directions.
The invention has the beneficial effects that:
1. the construction progress is quickened, and the mechanical labor cost is saved.
The traditional plug-in box steel column construction adopts steel wedge fixing and leveling, the steel wedge leveling needs 5-6 people to be matched, 1 crane can only install 5-6 cranes each day, the construction speed is low, and in the construction process, the leveling steel column is easy to displace and deform. The quick installation tool is fixed by the adjusting bolts, the process is simple, only 3 persons are needed to cooperate, 20-30 steel columns can be installed on 1 crane each day, the construction efficiency is 5 times faster than that of the traditional installation process, and 50% of mechanical and labor cost investment is saved.
2. The one-time installation qualification rate is high.
After the steel column is hoisted, the steel column installation elevation is adjusted by adjusting the nuts, and the elevation is controllable by adjusting the heights of the four angle adjusting nuts of the steel column. The traditional installation adopts steel wedge and steel plate to level, and the steel column leveling correction needs to use the crane many times, and slight collision just deviates from the position, and the secondary correction degree of difficulty is big. And the installation steel column is adjusted by bolts, so that the installation qualification rate is improved, and the secondary correction is simple.
3. The resource allocation is simple.
Because the box-shaped steel column is installed by adopting the adjusting bolts and the tool type adjustment is adopted, the technical requirements and the difficulty for construction workers are reduced, and the pressure required by the technical workers is reduced.
4. The safety is high.
The traditional technology adopts steel wedges to fixedly install steel columns, and after the steel beams are hoisted. According to the invention, as the steel column is fixed by bolts, the steel column is not easy to incline when being collided when the steel beam is hoisted.
The foregoing inventive subject matter and various further alternatives thereof may be freely combined to form a plurality of alternatives, all of which are employable and claimed herein; and the invention can be freely combined between the (non-conflicting choices) choices and between the choices and other choices. Various combinations will be apparent to those skilled in the art from a review of the present disclosure, and are not intended to be exhaustive or all of the present disclosure.
Drawings
Fig. 1 is a front view (cross-section) of the structure of the present invention.
Fig. 2 is a top view of the structure of the present invention.
Fig. 3 is a schematic structural view of the embedded adjusting bolt of the present invention.
In the figure: the steel plate comprises a 1-bearing platform, a 2-short column, a 3-cup opening, a 4-steel structure column, a 5-embedded adjusting bolt, a 6-adjusting nut, a 7-gasket, an 8-adjusting steel plate, a 9-adjusting hole and a 10-stiffening plate.
Detailed Description
The following non-limiting examples illustrate the invention.
Example 1:
referring to fig. 1 to 3, the rapid installation and accurate adjustment structure for the cup-shaped foundation steel structure column comprises a bearing platform 1, short columns 2, cup openings 3, steel structure columns 4, embedded adjusting bolts 5, adjusting nuts 6, gaskets 7, adjusting steel plates 8, adjusting holes 9 and stiffening plates 10.
Be equipped with short column 2 on cushion cap 1, cushion cap 1 and the inside of short column 2 are formed with rim of a cup 3, and rim of a cup 3 is the shape of falling four edges platform. The vertical embedded adjusting bolt 5 is embedded in the short column 2, the screw thread part on the upper part of the embedded adjusting bolt 5 extends out of the short column 2, and the vertical and/or horizontal positions of the steel structure column 4 are guided and positioned by utilizing the embedded adjusting bolt 5 when the steel structure column 4 is hoisted, so that the elevation of the steel structure column 4 can be adjusted.
The steel structure column 4 stretches into the cup opening 3, concrete is poured in the cup opening 3 in subsequent construction, and connection between the steel structure column 4 and the short column 2 is achieved. The lateral part welding of steel construction post 4 has horizontal adjusting steel plate 8, and pre-buried adjusting bolt 5 passes the regulation trompil 9 on the adjusting steel plate 8 to steel construction post 4 can be relative pre-buried adjusting bolt 5 to shift up and remove. The screw thread part of the embedded adjusting bolt 5 is connected with adjusting nuts 6 positioned at the upper end and the lower end of an adjusting steel plate 8, the adjusting steel plate 8 is clamped by the adjusting nuts 6 at the upper end and the lower end, and the elevation of the steel structure column 4 is adjusted by the adjusting steel plate 8.
The embedded adjusting bolt 5 is J-shaped, four M24 bolts are embedded and fixed, good anchoring force of the embedded adjusting bolt 5 on the short column 2 is guaranteed, the embedded adjusting bolt 5 is connected with reinforcing steel bars in the short column 2 through a fixed embedded plate, and after the short column 2 is poured, the embedded adjusting bolt 5 is fixed.
The gasket 7 positioned between the adjusting nut 6 and the adjusting steel plate 8 is sleeved on the embedded adjusting bolt 5, the backing plate adopts a 12x80 mm steel plate, and the gasket 7 is in transition to ensure the pretightening force of the embedded adjusting bolt 5.
Four pre-buried adjusting bolts 5 are buried in the four directions of the front, the rear, the left and the right of the cup opening 3 on the short column 2, four 18x400x200 mm adjusting steel plates 8 are welded on the steel structure column 4, and the pre-buried adjusting bolts 5 in the four directions correspond to the four directions of the front, the rear, the left and the right of the steel structure column, so that the height of the steel structure column 4 can be flexibly and reliably adjusted.
Stiffening plates 10 are welded between the adjusting steel plates 8 and the steel structure columns 4, four adjusting steel plates 8 correspond to four 10x150 mm adjusting steel plates 8 (triangular plates), and the strength of the adjusting steel plates 8 is reinforced. The adjusting steel plate 8, the stiffening plate 10 and the steel structure column 4 are welded together, the height of a welding seam is not less than 10mm, the bearing steel plate is welded and processed, synchronous deepening is achieved when the steel structure column 4 is subjected to deepening modeling, the adjusting steel plate 8 is welded synchronously when the steel structure column 4 is processed, and the welding quality of the adjusting steel plate 8 is guaranteed.
Example 2:
referring to fig. 1 to 3, a method for quickly installing and accurately adjusting a cup-shaped foundation steel structure column comprises the following steps: s01, pouring a bearing platform 1; step S02, roughening the short column contact surface of the bearing platform 1; step S03, binding short column 2 reinforcing steel bars; step S04, embedding an embedded adjusting bolt 5 in the short column 2; s05, constructing a short column 2 template; s06, pouring the short column 2 and forming a cup opening 3; step S07, installing the steel structure column 4; and S08, pouring the cup opening 3, and connecting the short column 2 with the steel structure column 4.
In the step S01, after binding the reinforcing steel bars of the bearing platform 1, carrying out self-checking, rechecking the size and the spacing of the reinforcing steel bars, and after passing acceptance without errors, pouring concrete, wherein when pouring the concrete of the bearing platform 1, the vibration is noted, the concrete is guaranteed to be fully vibrated and compacted, and after the concrete pouring is completed, the maintenance of a finished product component is noted, and the maintenance time is not less than 7 days.
In step S02, when the concrete pouring of the bearing platform 1 is completed, after the concrete strength reaches 1.2MP, roughening the contact surface of the short column is carried out on the bearing platform 1, wherein the roughening depth is 1-2cm, and after roughening the contact surface of the short column, the column foot is washed cleanly.
In step S03, binding of short column 2 steel bars is carried out after roughening of the short column contact surface, binding steel bars are fully bound, four large-angle short column steel bars are firmly bound, and when bolts are prevented from being buried, the buried bolts are deviated due to fact that the steel bars are not firmly bound.
In step S04, after the binding of the short column 2 reinforcement is completed, embedding of the embedded adjusting bolt 5 is performed, the embedded adjusting bolt 5 is fixed with an embedded plate, deflection is prevented, reinforcement is supported and reinforced by reinforcement welding after positioning, and the exposed thread part of the embedded adjusting bolt 5 is protected by winding with a transparent adhesive tape.
In step S05, after embedding the embedded adjusting bolt 5, installing a short column outer side template according to a short column positioning axis, installing a short column inner side cup opening template after the outer side template is installed, fixing the short column inner side cup opening template and the short column outer side template by adopting a threading and opposite pulling screw rod, and respectively welding two screws with the diameter of 12mm on four sides of a cup opening to fix a steel pipe through butterfly buckles in order to prevent the short column inner side cup opening template from floating when concrete is poured.
In step S06, after the reinforcement of the short column 2 template is completed, checking the linear position of the embedded adjusting bolt 5, pouring concrete after rechecking, and pouring the concrete in layers, wherein when the pouring is prevented from being too fast, the inner side cup rim template of the short column floats upwards, and after the concrete pouring is completed, curing is carried out in time, and the curing time is not less than 7 days.
In the step S07, after the basic strength of the short column 2 reaches 75% of the design strength, the steel structure column 4 is hoisted in a square mode, whether the bolt is positioned or not is checked, whether the axis is accurate or not is checked before the steel structure column 4 is hoisted, an adjusting nut 6 is installed on an embedded adjusting bolt 5 in advance, the steel column is hoisted by a 25T-35T crane, three persons are responsible for installing after the crane is hoisted in place, one person is responsible for pulling a cable, and two persons are responsible for hoisting the steel column in place.
After the steel structure column 4 is hoisted in place by utilizing a crane, an adjusting nut 6 is installed on the embedded adjusting bolt 5, a measurer directs an installer to change the height of the adjusting nut 6 to correct the verticality and elevation of the steel structure column 4, the adjusting nut 6 is primarily screwed, the verticality and the elevation are secondarily corrected by the adjusting nut 6 until the elevation and the verticality meet the drawing and specification requirements, and then the cup opening concrete is secondarily grouted.
When the height is adjusted, the steel structure column 4 stretches into the cup opening 3, the steel structure column 4 is fixedly provided with an adjusting steel plate 8, the embedded adjusting bolt 5 synchronously penetrates through an adjusting hole 9 on the adjusting steel plate 8, the upper position and the lower position of the adjusting steel plate 8 are limited by an adjusting nut 6 which is connected with the embedded adjusting bolt 5 in a threaded mode, and therefore the verticality and the elevation of the steel structure column 4 are adjusted until the requirements are met, and the embedded adjusting bolt 5 limits and guides the horizontal position of the steel structure column 4 through the adjusting steel plate 8.
The embedded adjusting bolts 5 are buried in the four directions of the front, the rear, the left and the right of the cup opening 3 on the short column 2, the horizontal adjusting steel plates 8 are welded and fixed in the four directions of the front, the rear, the left and the right of the steel structure column 4, and the verticality and the elevation of the steel structure column 4 are adjusted by the embedded adjusting bolts 5 in the four directions.
In step S08, after the steel structure column 4 is installed, checking and accepting, performing cup opening 3 secondary concrete pouring, wherein the cup opening 3 secondary concrete pouring adopts expansion concrete pouring, the concrete level is improved by one level compared with that of the short column 2 concrete, watering and wetting are performed in advance before pouring the cup opening concrete, full vibrating is performed during concrete pouring, the secondary poured concrete is 0.5cm more than the design elevation, and shrinkage cracking is prevented during concrete solidification.
The foregoing basic embodiments of the invention, as well as other embodiments of the invention, can be freely combined to form numerous embodiments, all of which are contemplated and claimed. In the scheme of the invention, each selection example can be arbitrarily combined with any other basic example and selection example.
The foregoing description of the preferred embodiments of the invention is not intended to be limiting, but rather is intended to cover all modifications, equivalents, and alternatives falling within the spirit and principles of the invention.
Claims (10)
1. The utility model provides a cup-type foundation steel structure post installs fast, accurate regulation structure, includes short column (2) on cushion cap (1) and cushion cap (1), and the inside of cushion cap (1) and short column (2) is formed with rim of a cup (3), its characterized in that: the embedded adjusting bolt (5) is embedded in the short column (2), the threaded part on the upper portion of the embedded adjusting bolt (5) extends out of the short column (2), the steel structure column (4) extends into the cup opening (3), an adjusting steel plate (8) is arranged on the side portion of the steel structure column (4), the embedded adjusting bolt (5) penetrates through an adjusting hole (9) in the adjusting steel plate (8), and an adjusting nut (6) located at the upper end and the lower end of the adjusting steel plate (8) is connected to the threaded part of the embedded adjusting bolt (5).
2. The cup-type foundation steel structure column rapid installation and accurate adjustment structure according to claim 1, wherein: the short column (2) is provided with embedded adjusting bolts (5) in the front, back, left and right directions of the cup opening (3).
3. The cup-type foundation steel structure column quick installation and accurate adjustment structure according to claim 1 or 2, characterized in that: the embedded adjusting bolt (5) is J-shaped.
4. The cup-type foundation steel structure column quick installation and accurate adjustment structure according to claim 1 or 2, characterized in that: the embedded adjusting bolt (5) is connected with the steel bars in the short column (2) through the fixed embedded plate.
5. The cup-type foundation steel structure column rapid installation and accurate adjustment structure according to claim 1, wherein: the embedded adjusting bolt (5) is sleeved with a gasket (7) positioned between the adjusting nut (6) and the adjusting steel plate (8).
6. The cup-type foundation steel structure column quick-mounting and accurate-adjusting structure according to claim 1 or 5, wherein: a stiffening plate (10) is connected between the adjusting steel plate (8) and the steel structure column (4).
7. A rapid installation and accurate adjustment method for a cup-type foundation steel structure column is characterized by comprising the following steps:
s01, pouring a bearing platform (1);
s02, roughening the short column contact surface of the bearing platform (1);
step S03, binding reinforcing steel bars of the short columns (2);
step S04, embedding an embedded adjusting bolt (5) in the short column (2);
s05, constructing a short column (2) template;
s06, pouring the short column (2) and forming a cup opening (3);
s07, installing a steel structure column (4), extending the steel structure column (4) into a cup opening (3), fixing an adjusting steel plate (8) on the steel structure column (4), enabling a pre-buried adjusting bolt (5) to synchronously penetrate through an adjusting hole (9) on the adjusting steel plate (8), and limiting the upper and lower positions of the adjusting steel plate (8) by utilizing an adjusting nut (6) connected with the pre-buried adjusting bolt (5) in a threaded manner, so that the perpendicularity and elevation of the steel structure column (4) are adjusted until the requirements are met;
and S08, pouring the cup opening (3), and connecting the short column (2) with the steel structure column (4).
8. The rapid installation and precise adjustment method for the cup-type foundation steel structure column according to claim 7, wherein the rapid installation and precise adjustment method is characterized by comprising the following steps of: in the step S01, after binding the reinforcing steel bars of the bearing platform (1), carrying out self-checking, rechecking the size and the spacing of the reinforcing steel bars, and after passing acceptance without errors, pouring concrete in the square, wherein vibration is needed to be paid attention to when the concrete of the bearing platform (1) is poured, so that the concrete is guaranteed to be fully vibrated and compacted, and maintenance of a finished product component is needed to be paid attention to after the concrete pouring is finished;
in the step S02, when the concrete pouring of the bearing platform (1) is completed, short column contact surface roughening is carried out on the bearing platform (1);
in the step S03, binding of the steel bars of the short posts (2) is carried out after roughening of the contact surfaces of the short posts, the binding steel bars are fully bound, the four large-angle steel bars of the short posts are bound firmly, and the deflection of the embedded bolts caused by the fact that the steel bars are not bound firmly when the bolts are embedded is prevented;
in the step S04, after the binding of the short column (2) reinforcing steel bars is completed, embedding the embedded adjusting bolts (5), wherein the embedded adjusting bolts (5) are fixed by adopting embedded plates to prevent deflection, and after positioning, reinforcing steel bar welding support is adopted to strengthen;
in the step S05, after embedding the embedded adjusting bolt (5), installing a short column outer side template according to the short column positioning axis, and installing a short column inner side cup opening template after the outer side template is installed, wherein the short column inner side cup opening template and the short column outer side template are fixed by adopting a through-to-draw screw;
in the step S06, after the reinforcement of the short column (2) template is completed, checking the linear position of the embedded adjusting bolt (5), pouring concrete after rechecking, and pouring the concrete in layers to prevent the inner side cup opening template of the short column from floating upwards when the pouring is too fast, and curing in time after the pouring of the concrete is completed;
in the step S07, before the steel structure column (4) is hoisted, whether the bolt is positioned and the axis is accurate or not is checked, an adjusting nut (6) is installed on the embedded adjusting bolt (5) in advance, after the steel structure column (4) is hoisted in place by utilizing a crane, the adjusting nut (6) is installed on the embedded adjusting bolt (5), a measurer directs the installer to change the height of the adjusting nut (6) to correct the verticality and elevation of the steel structure column (4), the adjusting nut (6) is primarily screwed, and the verticality and the elevation are secondarily corrected through the adjusting nut (6) until the elevation and the verticality meet the drawing and specification requirements;
in the step S08, after the steel structure column (4) is installed, after passing inspection, secondary concrete pouring of the cup opening (3) is carried out, the secondary concrete pouring of the cup opening (3) adopts expansion concrete pouring, watering is carried out in advance before pouring the concrete of the cup opening, and the concrete pouring is fully vibrated and compacted.
9. The rapid installation and precise adjustment method for the cup-type foundation steel structure column according to claim 8, wherein the rapid installation and precise adjustment method is characterized by comprising the following steps: in the step S01, the maintenance time is not less than 7 days; in the step S02, roughening is carried out after the concrete strength reaches 1.2MP, the roughening depth is 1-2cm, and the post feet are washed clean after roughening the contact surface of the concrete post; in the step S04, the exposed thread part of the embedded adjusting bolt (5) is protected by winding a transparent adhesive tape; in the step S05, in order to prevent the cup opening template at the inner side of the short column from floating upwards when concrete is poured, screws are respectively fixed on four sides of the cup opening, and a fixed steel pipe is installed through a butterfly buckle; in the step S06, the curing time is not less than 7 days; in the step S07, after the basic strength of the short column (2) reaches 75% of the design strength, the steel structure column (4) is hoisted in the square direction; in the step S08, the concrete grade is improved by one step compared with the concrete grade of the short column (2), and the secondary poured concrete is 0.5cm more than the designed elevation, so that shrinkage cracking is prevented when the concrete is solidified.
10. The rapid installation and precise adjustment method for the cup-type foundation steel structure column according to claim 7, wherein the rapid installation and precise adjustment method is characterized by comprising the following steps of: in the step S04, embedded adjusting bolts (5) are embedded in the four directions of the front, the rear, the left and the right of the cup rim (3) on the short column (2), and in the step S07, the verticality and the elevation of the steel structure column (4) are adjusted by the aid of the embedded adjusting bolts (5) in the four directions.
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Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102041899A (en) * | 2009-10-22 | 2011-05-04 | 中冶天工建设有限公司 | Method for adjusting axis deviation of industrial factory building edge foundation heavy column |
| JP2012140849A (en) * | 2010-12-15 | 2012-07-26 | Marutaka Kogyo Inc | Installation foundation |
| CN202610829U (en) * | 2012-04-17 | 2012-12-19 | 中国轻工业长沙工程有限公司 | Structure for connecting boiler plinth and foundation in thermal power plant |
| CN103233479A (en) * | 2013-05-10 | 2013-08-07 | 中建七局(上海)有限公司 | Method for pouring concrete cup foundation |
| CN105350562A (en) * | 2015-11-18 | 2016-02-24 | 中国航空规划设计研究总院有限公司 | Inserting type column leg with accurate leveling device and construction method of inserting type column leg |
| CN105484282A (en) * | 2014-09-18 | 2016-04-13 | 沈阳铝镁设计研究院有限公司 | Leveling device inside cup-shaped foundation of pipe steel support and usage method of leveling device |
| CN206784607U (en) * | 2017-06-05 | 2017-12-22 | 浙江省送变电工程公司 | The lower margin reinforced liner of construction in a kind of steel reinforced concrete structure cushion cap |
| CN208472754U (en) * | 2018-06-22 | 2019-02-05 | 大唐环境产业集团股份有限公司 | A kind of steel suspension column facilitating installation |
| CN109706954A (en) * | 2019-02-28 | 2019-05-03 | 黑龙江省建筑安装集团有限公司 | The segmentation of cup-shaped foundation unitary mould pours a monolithic molding structure and manufacturing process |
| US20200102751A1 (en) * | 2017-06-02 | 2020-04-02 | China State Construction Engineering Corporation Limited | Precast column base joint and construction method therefor |
| CN213267978U (en) * | 2020-07-24 | 2021-05-25 | 天津华星智慧科技有限公司 | Connecting device of steel column and foundation |
| CN217896736U (en) * | 2022-06-28 | 2022-11-25 | 江苏永泰建造工程有限公司 | Structure of large-volume concrete bearing platform cup rim foundation installation steel column |
| CN116254926A (en) * | 2023-02-01 | 2023-06-13 | 中国二十二冶集团有限公司 | Construction method of inserted steel column foot |
-
2023
- 2023-02-27 CN CN202310171752.3A patent/CN116240914A/en active Pending
Patent Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102041899A (en) * | 2009-10-22 | 2011-05-04 | 中冶天工建设有限公司 | Method for adjusting axis deviation of industrial factory building edge foundation heavy column |
| JP2012140849A (en) * | 2010-12-15 | 2012-07-26 | Marutaka Kogyo Inc | Installation foundation |
| CN202610829U (en) * | 2012-04-17 | 2012-12-19 | 中国轻工业长沙工程有限公司 | Structure for connecting boiler plinth and foundation in thermal power plant |
| CN103233479A (en) * | 2013-05-10 | 2013-08-07 | 中建七局(上海)有限公司 | Method for pouring concrete cup foundation |
| CN105484282A (en) * | 2014-09-18 | 2016-04-13 | 沈阳铝镁设计研究院有限公司 | Leveling device inside cup-shaped foundation of pipe steel support and usage method of leveling device |
| CN105350562A (en) * | 2015-11-18 | 2016-02-24 | 中国航空规划设计研究总院有限公司 | Inserting type column leg with accurate leveling device and construction method of inserting type column leg |
| US20200102751A1 (en) * | 2017-06-02 | 2020-04-02 | China State Construction Engineering Corporation Limited | Precast column base joint and construction method therefor |
| CN206784607U (en) * | 2017-06-05 | 2017-12-22 | 浙江省送变电工程公司 | The lower margin reinforced liner of construction in a kind of steel reinforced concrete structure cushion cap |
| CN208472754U (en) * | 2018-06-22 | 2019-02-05 | 大唐环境产业集团股份有限公司 | A kind of steel suspension column facilitating installation |
| CN109706954A (en) * | 2019-02-28 | 2019-05-03 | 黑龙江省建筑安装集团有限公司 | The segmentation of cup-shaped foundation unitary mould pours a monolithic molding structure and manufacturing process |
| CN213267978U (en) * | 2020-07-24 | 2021-05-25 | 天津华星智慧科技有限公司 | Connecting device of steel column and foundation |
| CN217896736U (en) * | 2022-06-28 | 2022-11-25 | 江苏永泰建造工程有限公司 | Structure of large-volume concrete bearing platform cup rim foundation installation steel column |
| CN116254926A (en) * | 2023-02-01 | 2023-06-13 | 中国二十二冶集团有限公司 | Construction method of inserted steel column foot |
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