CN101078216B - Method for embedding cement mixing soil curtain into prefabricated reinforced concrete anti-lateral-force pile - Google Patents
Method for embedding cement mixing soil curtain into prefabricated reinforced concrete anti-lateral-force pile Download PDFInfo
- Publication number
- CN101078216B CN101078216B CN2007100683094A CN200710068309A CN101078216B CN 101078216 B CN101078216 B CN 101078216B CN 2007100683094 A CN2007100683094 A CN 2007100683094A CN 200710068309 A CN200710068309 A CN 200710068309A CN 101078216 B CN101078216 B CN 101078216B
- Authority
- CN
- China
- Prior art keywords
- pile
- soil
- reinforced concrete
- shape
- curtain
- Prior art date
Links
- 239000002689 soil Substances 0.000 title claims abstract description 35
- 239000004568 cement Substances 0.000 title claims abstract description 28
- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 14
- 239000004567 concrete Substances 0.000 claims abstract description 11
- 238000010276 construction Methods 0.000 claims abstract description 8
- 239000007943 implant Substances 0.000 claims abstract description 7
- 238000003756 stirring Methods 0.000 claims description 9
- 238000005056 compaction Methods 0.000 claims description 4
- 238000002513 implantation Methods 0.000 claims description 3
- 238000007789 sealing Methods 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 abstract description 5
- 230000000875 corresponding Effects 0.000 abstract description 2
- 230000000694 effects Effects 0.000 abstract description 2
- 210000000614 Ribs Anatomy 0.000 abstract 2
- 238000005452 bending Methods 0.000 abstract 1
- 238000005553 drilling Methods 0.000 abstract 1
- 239000011440 grout Substances 0.000 abstract 1
- 238000000034 method Methods 0.000 abstract 1
- 239000002002 slurry Substances 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 12
- 229910000831 Steel Inorganic materials 0.000 description 11
- 239000010959 steel Substances 0.000 description 11
- 230000015572 biosynthetic process Effects 0.000 description 3
- 238000005755 formation reaction Methods 0.000 description 3
- 230000003014 reinforcing Effects 0.000 description 2
- 238000007569 slipcasting Methods 0.000 description 2
- 238000011109 contamination Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000001131 transforming Effects 0.000 description 1
Abstract
The invention relates to a method that cement mixed soil curtain implants lateral force resistance pile of prefabricated reinforced concrete. Main procedures are described as follows. In construction site, cement mixer is used to mix soil in the whole journey or in upper water-stopping curtain part to form curtain along the implanting depth aiming to soil quality and soil extruding status; then it is implanted into pile body by pile driver to form retaining and waterproof enclosure wall. Thereinto pile body adopts prefabricated reinforced concrete T-shape/ I-shape pile. Because powerful mixing soil or drilling machine is used to dig hole and inject grout, it is suitable for enclosure project of all kinds of soil qualities in principle. The beneficial effect of invention is that reinforcement ribs of T-shape or I-shape section are located at two ends of section; compared with circular pile with reinforcement ribs distributed along round face, the bending strength can be improved by more than 20% and the section area only is half of corresponding circular pile, namely concrete amount is saved in half. Ant it is provided with rapid construction speed, reliable quality, no noise and no pollution to circumstance by carrying slurry out so on.
Description
Technical field
The present invention relates to a kind of lateral force resistance prefabricated reinforced concrete T shape/I-shaped job practices that is used to go along with sb. to guard him engineering and stability of slope engineering, the method for especially a kind of cement purdah into prefabricated reinforced concrete lateral force resistance stake.
Background technology
At present in bracing of foundation pit engineering and the stability of slope engineering, the normal enclosure wall that adopts the stake of steel bar concrete circle in conjunction with cement mixing pile formation also has the stake of the vibration sinking tube of employing T shape to replace circle stake or employing SMW worker method (implant callable large-scale i shaped steel in the soil-cement and form enclosure wall).
The stake of steel bar concrete circle is traditional worker's method, and the cost height is arranged, and speed of application is slow, shortcomings such as construction mud contamination environment; SMW worker's method also exists and reclaims shortcomings such as shaped steel, cost is higher; Though immersed tube T shape stake cost is all lower than above-mentioned worker's method, exists speed of application slow relatively, and shortcoming such as construction quality instability.
Summary of the invention
The present invention will solve the shortcoming of above-mentioned prior art, provides that a kind of anti-side direction ability is good, cost is low, construction quality is stable, speed is fast, the method for the cement purdah into prefabricated reinforced concrete T shape/I-shaped lateral force resistance stake of noiselessness, nothing (lacking) soil compaction.
The present invention solves the technical scheme that its technical problem adopts: the method for this cement purdah into prefabricated reinforced concrete lateral force resistance stake, mainly comprise the steps: at the construction field (site) earlier with the implantation depth of cement mixer along pile body, look soil property and soil compaction situation, omnidistance stirring soil or top water-stop curtain partly stir soil and form curtain, implant pile body with pile press then, make and form the native sealing enclosure wall of retaining, wherein pile body adopts the prefabricated T shape of steel bar concrete/I-shaped stake, owing to adopt powerful stirring soil or rig to draw hole slip casting, be applicable to the engineering of going along with sb. to guard him of all kinds of soil properties in principle.
Cement mixer stirs to form and is convenient to implant the agitation pile curtain of the anti-side direction stake of prefabricated reinforced concrete among the present invention, and the curtain way can have following various way.
Pile body of the present invention cross section mainly comprises first wing plate and web, and first wing plate links to each other with web and constitutes T shape, and the angle α of first wing plate and web both sides is greater than 90 °, less than 135 °.
The other end of web of the present invention be connected with second wing plate and structure I-shaped, the angle β of second wing plate and web both sides is greater than 90 °, less than 135 °.
The present invention is provided with steel bar stress on two ends of the cross section of pile body, connect with stirrup between the steel bar stress, and under different depth, edge of a wing part pressurized or tension are calculated configuration reinforcement by theory, all can satisfy the stressed and deformation requirements of space enclosing structure.
Pile body of the present invention is the plain bars concrete or is the prefabricated T shape of prestressed reinforced concrete/I-shaped stake.
The effect that the present invention is useful is: the arrangement of reinforcement of T shape or I-shaped cross-section is positioned at cross section two ends, comparing arrangement of reinforcement improves more than 20% along the circle stake flexural strength of circumference, and sectional area only is corresponding circle stake half, promptly save the concrete consumption half, thereby comprehensive cost saves 20%～30% than traditional round stake, and it is fast to have a speed of application, reliable in quality, there is not (low) noise, advantages such as no mud outward transport contaminated environment.And owing to powerful stir the soil body or the hole is drawn in boring slip casting, replant into lateral force resistance T shape/I-shaped stake, thereby in principle applicable various soil properties go along with sb. to guard him engineering and stability of slope engineering.
Description of drawings
Fig. 1 is the cross-sectional structure schematic diagram of the embodiment of the invention 1;
Fig. 2 is the cross-sectional structure schematic diagram of the embodiment of the invention 2;
Fig. 3 is that soil-cement is implanted the retaining soil seepproof screen schematic diagram 1 that the stake of T shape forms in the embodiment of the invention 1;
Fig. 4 is that soil-cement is implanted the retaining soil seepproof screen schematic diagram 2 that the stake of T shape forms in the embodiment of the invention 1;
Fig. 5 is that soil-cement is implanted the retaining soil seepproof screen schematic diagram 3 that the stake of T shape forms in the embodiment of the invention 1;
Fig. 6 is that soil-cement is implanted the retaining soil seepproof screen schematic diagram 4 that the stake of T shape forms in the embodiment of the invention 1;
Fig. 7 is that soil-cement is implanted the retaining soil seepproof screen schematic diagram 5 that the stake of T shape forms in the embodiment of the invention 1;
Fig. 8 is that soil-cement is implanted the retaining soil seepproof screen schematic diagram 1 that the stake of worker's shape forms in the embodiment of the invention 2;
Fig. 9 is that soil-cement is implanted the retaining soil seepproof screen schematic diagram 2 that the stake of worker's shape forms in the embodiment of the invention 2;
Figure 10 is that soil-cement is implanted the retaining soil seepproof screen schematic diagram 3 that the stake of worker's shape forms in the embodiment of the invention 2;
Figure 11 is that soil-cement is implanted the retaining soil seepproof screen schematic diagram 4 that the stake of worker's shape forms in the embodiment of the invention 2;
Figure 12 is that soil-cement is implanted the retaining soil seepproof screen schematic diagram 5 that the stake of worker's shape forms in the embodiment of the invention 2;
Description of reference numerals: pile body 1, the first wing plate 1-1, web 1-2, the second wing plate 1-3, reinforcing bar 2, agitation pile curtain 3, mao bamboon 4.
The specific embodiment
The invention will be further described below in conjunction with drawings and Examples:
Embodiment 1: the method for this cement purdah into prefabricated reinforced concrete lateral force resistance T shape/I-shaped stake, mainly comprise the steps: at the construction field (site) earlier with the implantation depth of cement mixer along pile body 1, look soil property and soil compaction situation, omnidistance stirring soil or top water-stop curtain partly stir soil and form various agitation pile curtains 3, implant pile body 1 with pile press then, make to form the various required retaining soil sealing enclosure walls of engineering of going along with sb. to guard him.Wherein Fig. 3 is single minor diameter agitation pile curtain, and Fig. 4 is double minor diameter agitation pile curtain, and Fig. 5 is single major diameter agitation pile curtain, and Fig. 6 is an arch agitation pile curtain, and Fig. 7 is at curtains such as agitation pile curtain interpolation mao bamboon 4, timber, steel pipes.
Pile body 1 is provided with reinforcing bar 2 for the plain bars concrete or for giving the stake of the prefabricated T shape of stress steel bar concrete in the present embodiment on two ends of the cross section of pile body 1, between connect with stirrup.Pile body 1 cross section mainly comprises the first wing plate 1-1 and web 1-2, and the first wing plate 1-1 links to each other with web 1-2 and constitutes T shape, and the angle α of the first wing plate 1-1 and web 1-2 both sides is greater than 90 °, less than 135 °.
Produce the stake of steel bar concrete T shape in precast yard, adopt specially designed T shape mould, mould should bear to give and adds stress.Hang in maintenance in the steam curing pond after building concrete, reach that lifting is transported to the building site after the intensity.Prefabricate if it is long to need to increase stake, can be adopted, pile extension in the site operation in stake long≤16 meter of prefabricated T shape stake.
Embodiment 2: as shown in Figure 2, difference from Example 1 is: the other end of described web 1-2 be connected with the second wing plate 1-3 and structure I-shaped, the angle β of the second wing plate 1-3 and web 1-2 both sides is greater than 90 °, less than 135 °.
Shown in Fig. 8 .9.10.11.12, cement mixer stir to form various agitation pile curtains that cooperate with the size of I-shaped stake, implants the various required enclosure walls of formation behind the I-shaped preformed pile.Wherein Fig. 8 is single minor diameter agitation pile curtain, and Fig. 9 is double minor diameter agitation pile curtain, and Figure 10 is single major diameter agitation pile curtain, and Figure 11 is an arch agitation pile curtain, and Figure 12 is at curtains such as agitation pile curtain interpolation mao bamboon, timber, steel pipes.
In addition to the implementation, the present invention can also have other embodiments.All employings are equal to the technical scheme of replacement or equivalent transformation formation, all drop on the protection domain of requirement of the present invention.
Claims (2)
1. the method for cement purdah into prefabricated reinforced concrete lateral force resistance stake, it is characterized in that: mainly comprise the steps: at the construction field (site) earlier with the implantation depth of cement mixer along pile body (1), look soil property and soil compaction situation, omnidistance stirring soil or top water-stop curtain partly stir soil, implant pile body (1) with pile press then, make and form the native sealing enclosure wall of retaining, wherein pile body (1) adopts plain bars concrete preformed pile or prestressed reinforced concrete preformed pile, pile body (1) cross section comprises first wing plate (1-1) and web (1-2), the other end of web (1-2) is connected with second wing plate (1-3) and constitutes I-shaped, the angle β of second wing plate (1-3) and web (1-2) both sides is greater than 90 °, less than 135 °.
2. the method for cement purdah into prefabricated reinforced concrete lateral force resistance according to claim 1 stake is characterized in that: cement mixer stirs and forms an agitation pile curtain (3) that cooperates with the size of pile body (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2007100683094A CN101078216B (en) | 2007-04-25 | 2007-04-25 | Method for embedding cement mixing soil curtain into prefabricated reinforced concrete anti-lateral-force pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2007100683094A CN101078216B (en) | 2007-04-25 | 2007-04-25 | Method for embedding cement mixing soil curtain into prefabricated reinforced concrete anti-lateral-force pile |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101078216A CN101078216A (en) | 2007-11-28 |
| CN101078216B true CN101078216B (en) | 2011-03-16 |
Family
ID=38905860
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2007100683094A CN101078216B (en) | 2007-04-25 | 2007-04-25 | Method for embedding cement mixing soil curtain into prefabricated reinforced concrete anti-lateral-force pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101078216B (en) |
Families Citing this family (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101294382B (en) * | 2008-01-09 | 2010-06-23 | 杨峰 | Deep foundation pit steel reinforced concrete fender post, producing and embedding method thereof |
| CN101532287B (en) * | 2008-03-14 | 2011-07-13 | 上海市基础工程有限公司 | Prefabricated concrete insertion block for controlling closure deformation of guide wall |
| CN102383432A (en) * | 2011-02-23 | 2012-03-21 | 上海城地建设发展有限公司 | Enclosure method for inserting H-shaped reinforced concrete slab piles in three-axis (two-axis) cement mixing pile |
| CN102605765B (en) * | 2012-04-09 | 2016-06-22 | 江苏鼎达建筑新技术有限公司 | Prestressed concrete supporting piling wall |
| CN102852142B (en) * | 2012-08-15 | 2016-03-09 | 杨众 | A kind of pretensioned prestressing fender post |
| CN103898918A (en) * | 2014-04-22 | 2014-07-02 | 杨众 | Combined supporting structure and construction method |
| CN103924601A (en) * | 2014-04-22 | 2014-07-16 | 杨众 | Cantilever supporting structure combining sheet pile and T-shaped thin-wall pile |
| CN104032732B (en) * | 2014-05-04 | 2016-11-16 | 江苏鼎达建筑新技术有限公司 | Cast-type pre-stressed steel plate concrete-pile and construction method thereof and supporting piling wall |
| CN106049506B (en) * | 2016-07-11 | 2018-08-24 | 上海强劲地基工程股份有限公司 | A kind of APS assembleds supporting pile structure and construction method |
| CN106193056B (en) * | 2016-09-14 | 2018-12-28 | 上海强劲地基工程股份有限公司 | A kind of installation method of prefabricated T-type sheet pile foundation pit enclosure structure |
-
2007
- 2007-04-25 CN CN2007100683094A patent/CN101078216B/en not_active IP Right Cessation
Also Published As
| Publication number | Publication date |
|---|---|
| CN101078216A (en) | 2007-11-28 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204662425U (en) | Polygonal cement mixing method | |
| CN101914925B (en) | Basement by using optimized composite prefabricated arch wall as external wall | |
| CN101343871B (en) | Composite pile with high permanent stability protection layer and its production and construction method | |
| CN101319498B (en) | Lattice type prefabricated prestressed underground continuous wall and its construction method | |
| CN101775814B (en) | Anti-slip cement soil pile soil blocking structure and construction method thereof | |
| CN101280564B (en) | Pit pile anchor wall concrete breast beam structure and construction method thereof | |
| CN101787710B (en) | Integrally-assembled buttressed retaining wall and construction method thereof | |
| CN100497844C (en) | Multi-anchoring point antisliding pile adapted to multilayer slide surface and deep sliding face | |
| CN103321244B (en) | Sand foundation existing building sets up the construction method of basement | |
| CN102444142A (en) | Pile group column replacement expanded basement and construction method of same | |
| CN204370431U (en) | A kind of occlusion long-short pile space enclosing structure | |
| CN1460751A (en) | Composite pile, combination construction method of composite pile and pile foundation and its application | |
| CN1441124A (en) | High-pressure rotary spraying and core inserting process to form pedestal pile | |
| CN101544022B (en) | Preparation method for preformed hole fender pile | |
| CN103510510B (en) | A kind of enhancement mode long auger cast-with-pressure concrete pile and construction method | |
| CN206256614U (en) | A kind of prefabricated assembled concrete wallboard for fabricated construction | |
| CN101798810A (en) | Cement-soil composite pile inserted into reinforced concrete core materials | |
| KR100762991B1 (en) | Precast piling method injected with high-strength mortar | |
| CN202672093U (en) | Anchoring type dock wall structure of sheet-pile wall | |
| CN105178202A (en) | Method for reinforcing concrete pier through combination of corrugated steel pipes and fiber reinforced powder concrete | |
| CN102864943B (en) | Shock isolating pedestal brick is mixed fixing structure and installs support and change method | |
| CN204662426U (en) | Cement mixing method | |
| CN101936170B (en) | Cavern arch mould spraying concrete construction structure and process | |
| CN102900079A (en) | High-frequency hydraulic vibratory construction method for cement-soil core-inserted combined pile | |
| CN103993598A (en) | Crashed stone grouting pile with lead holes implanted in cloth bag and construction method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| C06 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| C10 | Entry into substantive examination | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20080418 Address after: Room 3, room 2, building 149, 602 ancient swing Bay, Zhejiang, Hangzhou, Xihu District Province, China: 310012 Applicant after: Yan Ping Co-applicant after: Wuyang Construction Group Co., Ltd. Address before: Room 3, room 2, building 149, 602 ancient swing Bay, Zhejiang, Hangzhou, Xihu District Province, China: 310012 Applicant before: Yan Ping |
|
| ASS | Succession or assignment of patent right |
Owner name: YAN PING; APPLICANT Free format text: FORMER OWNER: YAN PING Effective date: 20080418 |
|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110316 Termination date: 20180425 |