CN202627007U - Plastic concrete secant pile waterstop device - Google Patents
Plastic concrete secant pile waterstop device Download PDFInfo
- Publication number
- CN202627007U CN202627007U CN2012201594906U CN201220159490U CN202627007U CN 202627007 U CN202627007 U CN 202627007U CN 2012201594906 U CN2012201594906 U CN 2012201594906U CN 201220159490 U CN201220159490 U CN 201220159490U CN 202627007 U CN202627007 U CN 202627007U
- Authority
- CN
- China
- Prior art keywords
- pile
- wet concrete
- stake
- main body
- water
- 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.)
- Expired - Lifetime
Links
Images
Landscapes
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The utility model relates to the technical field of construction equipment and discloses a plastic concrete secant pile waterstop device. The plastic concrete secant pile waterstop device comprises a pile main body, wherein a first support pile is arranged on the left end of the pile main body, a second support pile is arranged on the right end of the pile main body, and a plastic concrete waterstop pile is arranged in the middle of the pile body. The plastic concrete secant pile waterstop device has the advantages of enhancing a waterstop effect, and being small in intensity and elastic modulus.
Description
Technical field
The utility model relates to the technical field of construction implement device.
Background technology
China's utility model patent number: 201020010283.5 disclose a kind of water sealing consolidation equipment of cast-in-place pile soil body, comprise rig, drilling rod, high-pressure rubber pipe, grouting pump and Grouting Pipe, it is characterized in that; Grouting pump is connected on the Grouting Pipe through high-pressure rubber pipe; Drilling rod links to each other with rig, tends to act through rig, and is detachable; Grouting Pipe is equipped with in drilling rod inside; Utilize stake limit Grouting Pipe and stake heart Grouting Pipe in the castinplace pile periphery soil body, to inject and meet necessarily required cement paste, make the castinplace pile periphery soil body have the sealing characteristic, and obtain reinforcing.Omit mud off or concrete guard wall operation fully, can guarantee priming concrete pile hole excavation quality, reduced the difficulty of construction of pore-forming greatly; Avoid the underwater concreting construction, reduce perfusion pile body concrete pouring difficulty, guarantee to pour into pile body concrete pouring quality.Chinese invention patent number: 201010104836.8 1 kinds of water-stopping capping beam of stirring pile, comprise that one is cast in the agitation pile in the soil layer, be provided with the capping beam of sealing at the agitation pile top.Said capping beam is that the cross section is a T-shape, and said agitation pile top is provided with a groove, and said cross section is that the capping beam of T-shape embeds in the groove.Said capping beam cross section can also be stepped ramp type, and said agitation pile top is provided with the shaped steel of a convexity, and said cross section is that the capping beam of stepped ramp type is arranged on the agitation pile top, and step is stuck on the sidewall of agitation pile, and shaped steel passes capping beam.
In the deep foundation pit support engineering, for satisfying the sealing requirement, between two soldier piles, establish a plurality of continuous cement water-seal piles, form the antiseepage body one, but need establish a plurality of water-seal piles, take material, time-consuming, and a little less than the concrete stake adaptation deformability, be unfavorable for whole supporting and protection structure.
The utility model content
The utility model purpose aims to provide a kind of wet concrete interlock stake antipriming, and this wet concrete interlock stake antipriming has that intensity is little, modulus of elasticity is little, strengthens stagnant water effect.
For realizing above-mentioned purpose; The technical scheme that the utility model adopts is: a kind of wet concrete interlock stake antipriming; Comprise a main body; Said stake main body left end is equipped with first soldier pile, and said stake main body right-hand member is equipped with second soldier pile, in the middle of the said stake main body wet concrete water-seal pile is installed.
Said a kind of wet concrete interlock stake antipriming, its first soldier pile is connected into compound supporting and protection structure with the wet concrete water-seal pile.
Said a kind of wet concrete interlock stake antipriming, its second soldier pile is connected into compound supporting and protection structure with the wet concrete water-seal pile.
This wet concrete interlock stake antipriming adopts wet concrete as the water-seal pile material, has that intensity is little, modulus of elasticity is little, adapt to the strong characteristics of deformability, improves the globality of supporting and protection structure, strengthens stagnant water effect.Adopt wet concrete as the water-seal pile material, strengthened the performance of whole supporting and protection structure.Be interlocking pattern between soldier pile and the water-seal pile, strengthened the stable and stagnant water effect of supporting and protection structure.This wet concrete interlock stake antipriming be applicable to rich groundwater cumulosol, organic soil, etc. in the unfavorable geology or the foundation ditch surrounding enviroment are complicated, the narrow deep foundation pit support engineering of simultaneously water-stop curtain being had relatively high expectations in place.
Description of drawings
Sketch map in Fig. 1 the utility model specific embodiment.
The specific embodiment
Below in conjunction with accompanying drawing and embodiment the utility model is further described.
As shown in Figure 1: a kind of wet concrete interlock stake antipriming; Comprise a main body 1, first soldier pile 2, second soldier pile 3, wet concrete water-seal pile 4; Said stake main body 1 left end is equipped with first soldier pile 2; Said stake main body 1 right-hand member is equipped with second soldier pile 3, in the middle of the said stake main body 1 wet concrete water-seal pile 4 is installed.Wet concrete interlock stake antipriming is built the wet concrete stake in the middle of the soldier pile earlier, treats that wet concrete reaches plastic state, builds the soldier pile on both sides again, and two soldier piles and water-seal pile are interlocking pattern, form a compound supporting and protection structure.
A kind of wet concrete interlock stake antipriming; Comprise a main body 1, first soldier pile 2, second soldier pile 3, wet concrete water-seal pile 4; Said stake main body 1 left end is equipped with first soldier pile 2; Said stake main body 1 right-hand member is equipped with second soldier pile 3, in the middle of the said stake main body 1 wet concrete water-seal pile 4 is installed.Its first soldier pile 2 is connected into compound supporting and protection structure with wet concrete water-seal pile 4.Wet concrete interlock stake antipriming adopts wet concrete as the water-seal pile material, has that intensity is little, modulus of elasticity is little, adapt to the strong characteristics of deformability, improves the globality of supporting and protection structure, strengthens stagnant water effect.
A kind of wet concrete interlock stake antipriming; Comprise a main body 1, first soldier pile 2, second soldier pile 3, wet concrete water-seal pile 4; Said stake main body 1 left end is equipped with first soldier pile 2; Said stake main body 1 right-hand member is equipped with second soldier pile 3, in the middle of the said stake main body 1 wet concrete water-seal pile 4 is installed.Its second soldier pile 3 is connected into compound supporting and protection structure with wet concrete water-seal pile 4.Be interlocking pattern between soldier pile and the water-seal pile, strengthened the stable and stagnant water effect of supporting and protection structure.This wet concrete interlock stake antipriming be applicable to rich groundwater cumulosol, organic soil, etc. in the unfavorable geology or the foundation ditch surrounding enviroment are complicated, the narrow deep foundation pit support engineering of simultaneously water-stop curtain being had relatively high expectations in place.
Claims (3)
1. a wet concrete interlock stake antipriming comprises a main body, it is characterized in that, said stake main body left end is equipped with first soldier pile, and said stake main body right-hand member is equipped with second soldier pile, in the middle of the said stake main body wet concrete water-seal pile is installed.
2. according to the said a kind of wet concrete interlock stake antipriming of claim 1, it is characterized in that said first soldier pile is connected into compound supporting and protection structure with the wet concrete water-seal pile.
3. according to the said a kind of wet concrete interlock stake antipriming of claim 1, it is characterized in that said second soldier pile is connected into compound supporting and protection structure with the wet concrete water-seal pile.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012201594906U CN202627007U (en) | 2012-04-16 | 2012-04-16 | Plastic concrete secant pile waterstop device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012201594906U CN202627007U (en) | 2012-04-16 | 2012-04-16 | Plastic concrete secant pile waterstop device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202627007U true CN202627007U (en) | 2012-12-26 |
Family
ID=47380218
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012201594906U Expired - Lifetime CN202627007U (en) | 2012-04-16 | 2012-04-16 | Plastic concrete secant pile waterstop device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202627007U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108797620A (en) * | 2018-05-25 | 2018-11-13 | 北京地矿工程建设有限责任公司 | A kind of OPT construction method of interlocking pile |
| CN109610524A (en) * | 2018-11-29 | 2019-04-12 | 北京地矿工程建设有限责任公司 | The detection of OPT interlocking pile and course control method for use |
| CN109748548A (en) * | 2019-01-04 | 2019-05-14 | 北京地矿工程建设有限责任公司 | A kind of occlusion water-stop curtain stake and the construction technology with its production occlusion water-stop curtain |
-
2012
- 2012-04-16 CN CN2012201594906U patent/CN202627007U/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108797620A (en) * | 2018-05-25 | 2018-11-13 | 北京地矿工程建设有限责任公司 | A kind of OPT construction method of interlocking pile |
| CN109610524A (en) * | 2018-11-29 | 2019-04-12 | 北京地矿工程建设有限责任公司 | The detection of OPT interlocking pile and course control method for use |
| CN109748548A (en) * | 2019-01-04 | 2019-05-14 | 北京地矿工程建设有限责任公司 | A kind of occlusion water-stop curtain stake and the construction technology with its production occlusion water-stop curtain |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105464074B (en) | A kind of artificial digging pile high polymer grouting safeguard structure and its construction method | |
| CN102286984A (en) | Water-stop curtain and construction method thereof | |
| CN202689031U (en) | Deep foundation pit retaining and protecting retaining wall | |
| CN201873997U (en) | Support structure of foundation pit | |
| CN103898916A (en) | Mini-pile combined support structure and construction method thereof | |
| CN106368219A (en) | Supporting reinforcing structure of deep foundation pit and construction method | |
| CN202194149U (en) | Water-proof curtain | |
| CN105464105B (en) | One kind is without friction pile pile making method | |
| CN203066104U (en) | H-shaped plain concrete brick and small ecological soil-blocking wall bricked by same | |
| CN202627007U (en) | Plastic concrete secant pile waterstop device | |
| KR101021915B1 (en) | A method for constructing cut-off temporary structure for sheathing work | |
| CN202830673U (en) | Existing embankment heightening structure for limited using land area | |
| CN102626946A (en) | Manufacture method for concrete irregular fender post | |
| CN202644591U (en) | A reinforced bridge pile foundation in tunnel construction under the geological condition of water-rich quicksand | |
| CN102220764B (en) | Construction method of deep foundation pit bracing system | |
| CN110055973A (en) | Construction space foundation pit enclosure structure and water-stopping method under by high metal bridge in limited time | |
| CN101793027A (en) | Core-grouted static pressure anchor rod pile | |
| CN204000848U (en) | A kind of socketed pile for subaqueous construction | |
| CN210263026U (en) | Anti structure that floats of hole-forming bored concrete pile steel sleeve is protected to mud dado of going out terrace | |
| CN101440619A (en) | Seismic ecological bearing pile | |
| CN203007940U (en) | Tubular pile protection structure in side slope hammering construction | |
| CN105040705A (en) | Ground foundation treatment construction technology under multi-karst-cave geological conditions | |
| CN203129143U (en) | Static pressure jet flow piling wall forming equipment | |
| CN109322315A (en) | A kind of retaining structure and its construction method for high Steep Slope Embankment location | |
| CN202610808U (en) | Foundation pit supporting structure with combined actions of covering, anchoring and side blocking |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: 650000 the 28 floor of Chun Xi building, 256 Lin Xi Road, Kunming economic and Technological Development Zone, Yunnan. Patentee after: Yunnan Construction Investment Co., Ltd. Address before: 650041 east suburb Road, Guandu District, Kunming, Yunnan Province, No. 78 Patentee before: Yunnan Construction Engineering Water Conservancy & Hydropower Construction Co., Ltd. |
|
| CP03 | Change of name, title or address | ||
| CX01 | Expiry of patent term |
Granted publication date: 20121226 |
|
| CX01 | Expiry of patent term |