CN101851921A - Guide wall of occlusive pile - Google Patents
Guide wall of occlusive pile Download PDFInfo
- Publication number
- CN101851921A CN101851921A CN 201010187157 CN201010187157A CN101851921A CN 101851921 A CN101851921 A CN 101851921A CN 201010187157 CN201010187157 CN 201010187157 CN 201010187157 A CN201010187157 A CN 201010187157A CN 101851921 A CN101851921 A CN 101851921A
- Authority
- CN
- China
- Prior art keywords
- wall
- pile
- stake
- occlusive
- interlock
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Images
Landscapes
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The invention discloses a guide wall of an occlusive pile, which comprises a first guide wall and a second guide wall which is arranged opposite thereto, wherein a guide groove of the occlusive pile is formed between the first guide wall and the second guide wall, the shape of the guide groove of the occlusive pile is matched with that of the occlusive pile to be constructed, and the two sides of the guide groove of the occlusive pile are in the shape of wave. The guide wall is provided with the guide groove, the shape of which is matched with that of the occlusive pile, the guide wall can exactly position, guide and support a first sequence pile and a second sequence pile which are constructed in the guide groove, and the first sequence pile and the second sequence pile can not be slant and deformed during the whole construction, so that the guide wall of the occlusive pile can effectively guarantee the construction quality of the occlusive pile, can greatly improve the supporting, protecting and water stopping effects of a supporting and protecting system of the occlusive pile, and can be widely used for the construction of the supporting and protecting systems of the various occlusive piles.
Description
Technical field
The present invention relates to the auxiliary wall of leading of interlock pile supporting system construction in a kind of deep excavation project.
Background technology
At present, interlock stake (cutting stake) support system is widely used in the supporting of various foundation ditches.The interlock pile supporting system is made up of a preface stake and the two preface stakes of mutual cutting interlock, because interlock is cut between stake and the stake, thereby plays the effect of supporting and water-stop curtain.The work progress that this interlock pile body is generally is: finish a preface plain concrete pile according to certain interval earlier, with the adjacent preface stake of stake machine cutting, carry out the construction of reinforced concrete pile afterwards in the cut place, thereby form complete interlock stake support wall system then.But present soldier pile system is in work progress, because a preface stake, the sequence of construction of two preface stakes and the difference of setting time, the defective that has stake position sideslip, and in the process that the stake machine cuts, a preface stake is cut distortion easily in stake machine formation of pile.In case sideslip and distortion take place in the stake position, can have influence on the supporting and the stagnant water effect of interlock pile supporting system.
Summary of the invention
For addressing the above problem, the invention provides a kind of construction of interlock pile supporting system plays accurate location and guide effect to the interlock stake wall of leading that is used for, it can prevent effectively that sideslip and distortion from appearring in a preface stake of interlock stake and two preface stakes, can greatly improve supporting, the stagnant water effect of interlock pile supporting system.
The technical solution adopted for the present invention to solve the technical problems is:
A kind of guide wall of occlusive pile, comprise first lead wall and be oppositely arranged with it second lead wall, described first leads wall and second leads and forms interlock stake guide groove between the wall, the shape of described interlock stake guide groove matches with the outline of interlock stake to be constructed, it is wavy that both sides are.
As improvement of the technical scheme, described first leads wall and second leads wall and forms by concrete casting.
As further improvement in the technical proposal, the maximum inner diameter of described interlock stake guide groove is greater than the diameter of interlock stake.
Beneficial effect of the present invention: the wall of leading of the present invention is owing to forming the guide groove that matches with interlock stake outline, leading wall can be to the preface stake of constructing in guide groove and the two preface stakes supporting role of accurately locating and lead, a preface stake and two preface stakes all sideslip and distortion can not occur in whole construction course, thereby can effectively guarantee the construction quality of interlock stake, and can greatly improve supporting, the stagnant water effect of interlock pile supporting system.
Description of drawings
The invention will be further described below in conjunction with accompanying drawing:
Fig. 1 is a structural representation of the present invention;
Fig. 2 is that the present invention leads and finishes schematic diagram behind the preface pile driving construction within the walls;
Fig. 3 is that the present invention leads wall one preface stake and finishes cutting back schematic diagram;
Fig. 4 is that the present invention leads the interlock pile supporting system schematic diagram after wall is removed.
The specific embodiment
With reference to Fig. 1, a kind of guide wall of occlusive pile of the present invention, comprise first lead wall 1 and be oppositely arranged with it second lead wall 2, described first leads wall 1 and second leads formation interlock stake guide groove 3 between the wall 2, the shape of described interlock stake guide groove 3 matches with the outline of interlock stake to be constructed, and it is wavy that both sides are.Lead wall owing to form the interlock stake guide groove 3 that matches with interlock stake outline in the present embodiment, leading wall can be to the preface stake 4 of constructing in guide groove and two preface stakes 5 supporting role of accurately locating and lead, a preface stake 4 and two preface stakes 5 all sideslip and distortion can not occur in whole construction course, thereby can effectively guarantee the construction quality of interlock stake, and can greatly improve supporting, the stagnant water effect of interlock pile supporting system.
With reference to figure 2, Fig. 3 and Fig. 4, the present invention leads after wall finishes, and can carry out the interlock pile driving construction.During construction, in leading the interlock stake guide groove 3 of wall apart from one another by stake position in carry out a preface stake 4 constructions earlier, at this moment, owing to lead the guiding and the positioning action of wall, the position after a preface stake 4 moulding adheres to specification, and does not have sideslip and distortion; Then use stake machine (rotary pile-digging machine) that cutting is crept in a preface stake 4 of solidifying, at this moment,, creep into cutting and can not make a preface stake 4 produce sideslip and distortion owing to lead the guiding and the positioning action of wall; Carry out the construction of two preface stakes 5 at last, same, owing to lead the guiding and the positioning action of wall, the position after two preface stakes, 5 moulding adheres to specification, and does not have sideslip and distortion.After treating a preface stake 4, two preface stakes, 5 complete moulding, can remove guide wall of occlusive pile of the present invention, thereby form complete interlock pile supporting system as shown in Figure 4.
In the present embodiment, as preferably, first leads wall 1 and second leads wall 2 and forms by concrete casting.Certainly, first lead wall 1 and second to lead wall 2 also can be steel.
In addition, for the ease of construction, the maximum inner diameter of described interlock stake guide groove 3 is slightly larger than the diameter of interlock stake.
Guide wall of occlusive pile can be finished by interlock stake punching block in the present embodiment.For example, form first and lead wall 1 and second and lead wall 2, lead and form the wavy interlock stake guide groove 3 that coincide with the interlock stake outer contour shape of waiting to construct between the wall 2 thereby lead wall 1 and second first by mix earth in the peripheral pouring of interlock stake punching block.
Certainly, the invention is not limited to above-mentioned embodiment, those of ordinary skill in the art also can make equivalent variations or replacement under the prerequisite of spirit of the present invention, modification that these are equal to or replacement all are included in the application's claim institute restricted portion.
Claims (3)
1. guide wall of occlusive pile, it is characterized in that: comprise first lead wall (1) and be oppositely arranged with it second lead wall (2), described first leads wall (1) and second leads formation interlock stake guide groove (3) between the wall (2), the shape of described interlock stake guide groove (3) matches with interlock stake outline to be constructed, and it is wavy that both sides are.
2. guide wall of occlusive pile according to claim 1 is characterized in that: described first leads wall (1) and second leads wall (2) and forms by concrete casting.
3. guide wall of occlusive pile according to claim 1 is characterized in that: the maximum inner diameter of described interlock stake guide groove (3) is greater than the diameter of interlock stake.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010187157 CN101851921A (en) | 2010-05-21 | 2010-05-21 | Guide wall of occlusive pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010187157 CN101851921A (en) | 2010-05-21 | 2010-05-21 | Guide wall of occlusive pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101851921A true CN101851921A (en) | 2010-10-06 |
Family
ID=42803591
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201010187157 Pending CN101851921A (en) | 2010-05-21 | 2010-05-21 | Guide wall of occlusive pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101851921A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103255764A (en) * | 2013-05-22 | 2013-08-21 | 浙江省地质矿产工程公司 | Construction method for vibrating sunken tube construction secant pile wall |
| CN109610473A (en) * | 2018-12-26 | 2019-04-12 | 福建建中建设科技股份有限公司 | A kind of construction method of the large-scale pool structure foundation pit supporting system of municipal administration |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2410285A (en) * | 2004-01-26 | 2005-07-27 | Cementation Found Skanska Ltd | Cased pile connection |
| CN201137158Y (en) * | 2007-12-25 | 2008-10-22 | 杭州南方土木工程咨询有限公司 | Rotatable dual spindle drilling occluded side force-resistant guard post wall |
| CN101328712A (en) * | 2008-07-29 | 2008-12-24 | 上海市第二建筑有限公司 | Construction method of interlocking pile for soft soil and soil layer with obstacle |
| CN201362852Y (en) * | 2008-11-13 | 2009-12-16 | 王立建 | Bitten pile support system |
| CN201686994U (en) * | 2010-05-21 | 2010-12-29 | 广东省地质工程公司 | Secant pile guide wall |
-
2010
- 2010-05-21 CN CN 201010187157 patent/CN101851921A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2410285A (en) * | 2004-01-26 | 2005-07-27 | Cementation Found Skanska Ltd | Cased pile connection |
| CN201137158Y (en) * | 2007-12-25 | 2008-10-22 | 杭州南方土木工程咨询有限公司 | Rotatable dual spindle drilling occluded side force-resistant guard post wall |
| CN101328712A (en) * | 2008-07-29 | 2008-12-24 | 上海市第二建筑有限公司 | Construction method of interlocking pile for soft soil and soil layer with obstacle |
| CN201362852Y (en) * | 2008-11-13 | 2009-12-16 | 王立建 | Bitten pile support system |
| CN201686994U (en) * | 2010-05-21 | 2010-12-29 | 广东省地质工程公司 | Secant pile guide wall |
Non-Patent Citations (1)
| Title |
|---|
| 《浙江建筑》 20070525 张良军等 全钢套管咬合桩在基坑围护工程中的应用 32-35 1-3 第24卷, 第5期 2 * |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103255764A (en) * | 2013-05-22 | 2013-08-21 | 浙江省地质矿产工程公司 | Construction method for vibrating sunken tube construction secant pile wall |
| CN109610473A (en) * | 2018-12-26 | 2019-04-12 | 福建建中建设科技股份有限公司 | A kind of construction method of the large-scale pool structure foundation pit supporting system of municipal administration |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102653945A (en) | Foundation reinforcing and replacing structure and construction method thereof | |
| CN105545342B (en) | The smoke shaft and its construction method of existing trimmed tunnel internal arch part | |
| CN101418571B (en) | Middle plate construction method of wide pit top-down construction | |
| CN201686994U (en) | Secant pile guide wall | |
| CN103061358A (en) | Construction method of one-side form bracing for underground structure sidewalls | |
| CN203834491U (en) | Cofferdam for construction of deep ground pit in water slit stratification layer | |
| CN109403338A (en) | Underground continuous wall adopting assembled lattice section steel TRD construction method and construction method thereof | |
| CN103255918A (en) | Concrete double-curved-surface thin shell cylinder construction method | |
| CN101851921A (en) | Guide wall of occlusive pile | |
| CN102373713A (en) | Construction method and device for preserved hole of equipment foundation bolt | |
| CN210530827U (en) | Large shield assembly type four-character-shaped cutter head manhole structure for sandy gravel layer | |
| CN108999218B (en) | Construction method for shield interval construction to penetrate through anti-seepage plate wall | |
| CN204357451U (en) | Automatic groove forming supporter | |
| CN106930278A (en) | A kind of method that compromise joint pipe is used for support pile occlusion | |
| CN206418489U (en) | The continuous sawing grooving of ground-connecting-wall synchronously irrigates wall-forming device | |
| CN104947679A (en) | Earth excavation method of deep and large foundation pit of adjacent building structures | |
| CN102400467A (en) | Construction method of cofferdam with steel sheet piles inserted and driven under assistance of high-pressure water injection | |
| CN108867398A (en) | A kind of construction method of bridge construction super-small space double limb pier stud | |
| JP2012112162A (en) | Earth retaining wall and construction method of earth retaining wall | |
| CN110439001A (en) | A kind of level of underground structure widens structure and construction method | |
| CN103397661B (en) | The construction technology of combined exterior wall structure under shaped steel-concrete ground | |
| CN203222798U (en) | Guiding frame applied to piling of steel piles in trestle construction on exposed bedrock | |
| CN103603360A (en) | Foundation pit enveloping method | |
| CN201395937Y (en) | Steel bar positioning plate for construction joint | |
| CN104110026A (en) | Building envelope for internally inserted structural steel of multi-shaft cement soil stirring wall and construction method of building envelope |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Open date: 20101006 |