CN2447387Y - Tool-type sheet pile capable of building underground wall - Google Patents
Tool-type sheet pile capable of building underground wall Download PDFInfo
- Publication number
- CN2447387Y CN2447387Y CN 00253657 CN00253657U CN2447387Y CN 2447387 Y CN2447387 Y CN 2447387Y CN 00253657 CN00253657 CN 00253657 CN 00253657 U CN00253657 U CN 00253657U CN 2447387 Y CN2447387 Y CN 2447387Y
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- pile
- pile body
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- sheet pile
- type sheet
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Abstract
The utility model relates to a tool-type sheet pile capable of forming underground walls, which comprises a wedge-shaped pile body, and a pile cover which can be connected with a pile hammer through a connecter. The utility model is characterized in that one side wall of the pile body is fixed with a guiding device for preventing the generation of the lateral or the longitudinal position deflection of the pile body during the course of construction; the length of the lower end of the guiding device needs exceeding that of the pile tip of the wedge-shaped pile body. The utility model has the advantages that because of the adoption of the sheet pile, a new forming process of underground walls can be formed; the sheet pile has simple structure, the arranged guiding device can realize the function of automatic guiding, and thus the continuity of the underground walls can be assured.
Description
The utility model relates to a kind of building operations instrument, particularly a kind of tool-type sheet pile of the subterranean wall of constructing.
At present, the subterranean wall in the building operations (diaphragm wall or impervious wall) has two kinds: a kind of is hammering method, is about to steel sheet pile and is driven underground successively one by one, be arranged in wall, steel sheet pile is kept somewhere underground forever, becomes cut-off wall, this kind construction speed is fast, but involves great expense; Another kind of is with special grooving machinery, soil diging groove-forming, displace mud in the groove with underground concrete, then in the concrete subterranean wall of underground formation energy antiseepage together or retaining soil, this kind construction cost was low relatively after concrete solidified, but progress is slow, operation is many, technical requirements is tight, and quality is difficult for guaranteeing, and mud is easy to contaminated environment.
The purpose of this utility model is to design a kind of tool-type sheet pile of the subterranean wall of constructing, and uses this kind stake that the shortcoming in above-mentioned two kinds of construction subterranean wall worker methods is overcome, and is a kind of conveniently construction of diaphragm wall instrument.
The technical solution of the utility model: a kind of tool-type sheet pile of the subterranean wall of constructing, comprise wedge-like pile body and the pile cover that can be connected with pile monkey according to connector, it is characterized in that a side side-walls at pile body fixedly is equipped with one and prevents that pile body from taking place laterally or the guiding device of lengthwise position deflection in the construction traveling process, the lower end length of guiding device should surpass the stake point of wedge-like pile body.
The above-mentioned said guiding device that fixedly is equipped with in a side side-walls of pile body can be divided into laterally and vertical guiding device independently separately.
Above-mentioned said laterally with vertically separately independently guiding device can be end to end conjuncted shape, also can be the split shape that head and the tail do not join.
The above-mentioned said horizontal orientation device that fixedly is equipped with in a side side-walls of pile body is the framework of one or three surrounding edges, three surrounding edges and opening edge form square or rectangle, the asymmetric limit of three surrounding edges fixedly is loaded on the sidewall of pile body, and a side sidewall of asymmetric limit and pile body is wide.
The above-mentioned said longitudinal guide that fixedly is equipped with in a side side-walls of pile body is the framework of one or three surrounding edges, and the asymmetric limit of three surrounding edges fixedly is loaded on the sidewall of pile body, and its lower end is that wedge-like closes up, and wedge-like closes up outside the stake point that places pile body.
Further specify present technique below in conjunction with drawings and Examples.
Fig. 1 is the overall structure schematic diagram of the tool-type sheet pile of the related a kind of subterranean wall of constructing of the utility model.
Fig. 2 is that the A-A of Fig. 1 is to view.
Fig. 3 is that the B-B of Fig. 1 is to view.
Fig. 4 is that the C-C of Fig. 2 is to view.
Fig. 5 is the user mode schematic diagram (when sheet pile is squeezed into) of the tool-type sheet pile of the related a kind of subterranean wall of constructing of the utility model.
Fig. 6 is the user mode schematic diagram (when sheet pile is extracted) of the tool-type sheet pile of the related a kind of subterranean wall of constructing of the utility model.
Wherein: 1 is the sheet pile pile cover, and 2 is the sheet pile pile body, and 2a is a sheet pile pile body sidewall, 3 is sheet pile stake point, and 4 is horizontal orientation device, and 4a is the asymmetric limit of horizontal orientation device, 4b is two symmetrical limits of horizontal orientation device, and 5 is longitudinal guide, and 5a is the asymmetric limit of longitudinal guide, 5b is two symmetrical limits of longitudinal guide, and 5c is that the wedge-like of longitudinal guide closes up, and 6 is pile monkey, 7 is pile driving frame, and 8 is walking mechanism, and 9 for watering the concrete subterranean wall, 10 is the natural soil body, and 11 is concrete mixer.
Embodiment: a kind of tool-type sheet pile of the subterranean wall of constructing (seeing Fig. 1,2,3,4), comprise wedge-like pile body 2 and the pile cover 1 that can be connected with pile monkey 6 according to connector, it is characterized in that at a side sidewall 2a place of pile body the horizontal orientation device 4 and longitudinal guide 5 (seeing Fig. 1,2,3,4,5,6) that independently prevents pile body occurrence positions deflection in the construction traveling process separately being housed fixedly, the lower end length of longitudinal guide 5 should surpass the stake point 3 of wedge-like pile body.
Above-mentioned said horizontal orientation device 4 is the disjunctor shape (see figure 1)s that are end to end with longitudinal guide 5.
The above-mentioned said horizontal orientation device 4 that fixedly is equipped with at a side sidewall 2a place of pile body 2 is the framework (seeing Fig. 1,3) of one or three surrounding edges, three surrounding edge 4a and 4b and opening edge form square or rectangle, asymmetric limit 4a in three surrounding edges fixedly is loaded on the sidewall 2a of pile body, and a side sidewall 2a of asymmetric limit 4a and pile body is wide.
The above-mentioned said longitudinal guide 5 that fixedly is equipped with at a side sidewall 2a place of pile body 2 is the framework (seeing Fig. 1,4) that one or three surrounding edge 5a and 5b constitute, asymmetric limit 5a in three surrounding edges fixedly is loaded on the sidewall 2a of pile body 2, its lower end is wedge-like closing in 5c, and wedge-like closing in 5c places the stake point 3 outer (seeing Fig. 1,2) of pile body 2.
Using method of the present utility model (seeing Fig. 5,6): this tool-type sheet pile 2 is contained in the pile monkey 6 times of pile driver, pile cover 1 is connected with pile monkey 6 according to connector, method with hammering is driven underground sheet pile 2, squeeze by force and open the soil body 10, until the needed degree of depth, slowly extract sheet pile 2 then, utilize a formed pull of vacuum in stake point 3 spaces and a gravity pressure of effluent attitude concrete when pulling out sheet pile 2, extract the space and filled by its concrete nearby at once.Sheet pile 2 pulls out on slowly, and concrete is full of naturally from bottom to top extracts the space that sheet pile 2 stays, and the clay model space that sheet pile 2 is squeezed into just is copied into a slice and sheet pile 2 same sizes, the In-situ cast concrete board of shape equally.The rest may be inferred, beats again and again and pull out sheet pile 2, pushes ahead, and constantly fills concrete simultaneously in groove.Like this, a continuous underground wall body has just formed.
Superiority of the present utility model: 1, because the use of sheet pile has formed a kind of underground company The new engineering method of continuous wall, and compare with traditional engineering method that to have operation simple, the place letter The advantage clean, that quality guarantees easily; 2, sheet-pile structure is simple, be skillfully constructed, fill Orienting device can play self-orientating effect, thereby has guaranteed the continuous of underground wall body The property, so sheet pile is a kind of in the architectural engineering underground wall body basis industry very great development prospect to be arranged Tool device.
Claims (5)
1, a kind of tool-type sheet pile of the subterranean wall of constructing, comprise wedge-like pile body and the pile cover that can be connected with pile monkey according to connector, it is characterized in that a side side-walls at pile body fixedly is equipped with one and prevents that pile body from taking place laterally or the guiding device of lengthwise position deflection in the construction traveling process, the lower end length of guiding device should surpass the stake point of wedge-like pile body.
2,, it is characterized in that the said guiding device that fixedly is equipped with in a side side-walls of pile body can be divided into laterally and vertical guiding device independently separately by the tool-type sheet pile of the said a kind of subterranean wall of constructing of claim 1.
3, by the tool-type sheet pile of the said a kind of subterranean wall of constructing of claim 2, it is characterized in that said laterally with vertically separately independently guiding device can be end to end conjuncted shape, also can be the split shape that head and the tail do not join.
4, by the tool-type sheet pile of the said a kind of subterranean wall of constructing of claim 2, it is characterized in that the said horizontal orientation device that fixedly is equipped with in a side side-walls of pile body is the framework of one or three surrounding edges, three surrounding edges and opening edge form square or rectangle, the asymmetric limit of three surrounding edges fixedly is loaded on the sidewall of pile body, and a side sidewall of asymmetric limit and pile body is wide.
5, by the tool-type sheet pile of the said a kind of subterranean wall of constructing of claim 2, it is characterized in that the said longitudinal guide that fixedly is equipped with in a side side-walls of pile body is the framework of one or three surrounding edges, the asymmetric limit of three surrounding edges fixedly is loaded on the sidewall of pile body, its lower end is that wedge-like closes up, and wedge-like closes up outside the stake point that places pile body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 00253657 CN2447387Y (en) | 2000-08-03 | 2000-10-13 | Tool-type sheet pile capable of building underground wall |
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN00120865.9 | 2000-08-03 | ||
| CN00120865 | 2000-08-03 | ||
| CN 00253657 CN2447387Y (en) | 2000-08-03 | 2000-10-13 | Tool-type sheet pile capable of building underground wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2447387Y true CN2447387Y (en) | 2001-09-12 |
Family
ID=34064050
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 00253657 Expired - Fee Related CN2447387Y (en) | 2000-08-03 | 2000-10-13 | Tool-type sheet pile capable of building underground wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2447387Y (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100393865C (en) * | 2005-12-07 | 2008-06-11 | 余元旗 | Sunk cone well pile for garbage category sludge gas collection well construction and its construction method |
| CN103306603A (en) * | 2013-06-28 | 2013-09-18 | 葛洲坝集团基础工程有限公司 | Device and method for underground continuous wall unit slot hole rectification |
| CN110499764A (en) * | 2019-08-30 | 2019-11-26 | 郑州大学 | A kind of cut-pff wall is at groove mould and high polymer cutoff wall grouting equipment |
| CN110616669A (en) * | 2019-08-30 | 2019-12-27 | 郑州大学 | Construction method of high polymer impervious wall |
-
2000
- 2000-10-13 CN CN 00253657 patent/CN2447387Y/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100393865C (en) * | 2005-12-07 | 2008-06-11 | 余元旗 | Sunk cone well pile for garbage category sludge gas collection well construction and its construction method |
| CN103306603A (en) * | 2013-06-28 | 2013-09-18 | 葛洲坝集团基础工程有限公司 | Device and method for underground continuous wall unit slot hole rectification |
| CN103306603B (en) * | 2013-06-28 | 2015-10-07 | 葛洲坝集团基础工程有限公司 | Method for correcting error in a kind of diaphragm wall unit groove sector hole |
| CN110499764A (en) * | 2019-08-30 | 2019-11-26 | 郑州大学 | A kind of cut-pff wall is at groove mould and high polymer cutoff wall grouting equipment |
| CN110616669A (en) * | 2019-08-30 | 2019-12-27 | 郑州大学 | Construction method of high polymer impervious wall |
| CN110616669B (en) * | 2019-08-30 | 2022-02-08 | 郑州大学 | Construction method of high polymer impervious wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |