CN2632149Y - Pile plank piler - Google Patents
Pile plank piler Download PDFInfo
- Publication number
- CN2632149Y CN2632149Y CN 03231783 CN03231783U CN2632149Y CN 2632149 Y CN2632149 Y CN 2632149Y CN 03231783 CN03231783 CN 03231783 CN 03231783 U CN03231783 U CN 03231783U CN 2632149 Y CN2632149 Y CN 2632149Y
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- CN
- China
- Prior art keywords
- pile
- wing plate
- sheet pile
- web
- sheet
- 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 - Fee Related
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Abstract
The utility model relates to a pile plank piler for building sheet pile, which comprises a first abdomen board, a second abdomen board, a first wing board and a second wing board. The wing board is connected at two ends of the abdomen board to form a framework with surrounding borders on four planes. A pile boot is arranged at the bottom of the wing board. The pile plank piler is of simple structure and can reduce earthwork in building pile plank, which has the advantages of fast construction, short project time limit and lower cost.
Description
(1) technical field
The utility model relates to a kind of pile device that is used to build sheet pile.
(2) background technology
Build at present diaphragm wall following method or instrument are arranged: (1) the cast-in-place irrigation technology of slotting.Use special grooving machinery soil diging groove-forming, become wall with concrete casting.Earth volume is big in this way, and operation is many, and is long in time limit, and the quality of wall is not good.(2) precast-concrete sheet-pile.Concrete sheet-piling is driven underground one by one, is arranged in wall.This sheet pile difficulty of construction is big, and sheet pile is frangible, and loss is big.(3) steel sheet pile is driven underground steel sheet pile one by one in succession, is arranged in wall, the disposable use of steel sheet pile.This sheet pile is built diaphragm wall cost height.Chinese patent CN2447387Y (application number 00253657.9) has announced a kind of tool-type sheet pile of the subterranean wall of constructing, the guiding device that comprises pile body, pile cover, the stake point of wedge-like and prevent to take place in the work progress to be partial to, though operation is comparatively simple, speed of application is fast, but the sealing that connects between each construction unit of very difficult assurance and the anti-seepage effect of diaphragm wall integral body, and in mud, be difficult to implement, range of application is wideless.
(3) summary of the invention
Big in order to solve the cast-in-place irrigation technology earth volume of fluting, operation is many, and is long in time limit, and prefabricated coagulate plate pile driving construction difficulty is big, easily broken, the deficiency of prior aries such as loss is big, and steel sheet pile cost height and described tool-type sheet pile are difficult to guarantee wall quality, and range of application is wideless or instrument, it is a kind of simple in structure that the utility model provides, it is quick and convenient to construct, and cost is low, applied widely and can guarantee the sheet pile construction tool of wall quality.
The technical solution of the utility model is: a kind of sheet pile pile device that is used to build diaphragm wall comprises first web, second web, first wing plate and second wing plate, the two ends that described wing plate is connected described web constitute four sides surrounding edge framework, and shoe is equipped with in the bottom.
Be furnished with insert on further described sheet pile pile device first wing plate, be furnished with on second wing plate and be subjected to plug-in unit, also can first wing plate and second wing plate all arrange insert or all arrange and be subjected to plug-in unit.
In the above-mentioned sheet pile pile device, described first web, second web, first wing plate and second wing plate can constitute the prolate rectangular frame; First web and second web also can be two blocks of arc sheet materials, with the framework of first wing plate and second wing plate formation arcuation.
Build sheet pile with this sheet pile pile device, earlier mix shoe in the bottom, the pile device erect place construction location and exert pressure in the upper end, the earth of construction part squeezes to both sides, sheet pile pile device enters underground projected depth, and the pre-part concrete of irritating in the stake chamber pulls out in the vibration while pouring into afterwards again, shoe separates with the pile device, forms sheet pile together with the concrete that pours into.
Utilizing the sheet pile pile device that has connection lead structure on two wing plates to be connected in succession in the construction is sink in the soil layer projected depth, pull out on the perfusion limit, perfusion part concrete back in first pile device, finish first sheet pile, continuation with the pile device extracted or other ready pile device be connected with second pile device sink to leading projected depth after, pull out on the concrete perfusion in second pile device and finish second sheet pile, build conjuncted sheet pile wall by that analogy.
The beneficial effects of the utility model: simple in structure, it is convenient that the connection lead structure on the wing plate is connected the location, uses its construction sheet pile earth volume few, and it is quick and convenient to construct, and the duration is short, and cost is lower, and strength of wall body is big, good seepage-proof property.
(4) description of drawings
Accompanying drawing 1 is the drawing in side sectional elevation of the utility model sheet pile pile device embodiment;
Accompanying drawing 2 is that the utility model sheet pile pile device embodiment is along the web longitudinal section;
Accompanying drawing 3 is the sheet pile pile device and the prolate rectangle sheet pile pile device connection diagram of arc sheet material for the utility model web.
(5) specific embodiment
Below in conjunction with accompanying drawing the specific embodiment of the present utility model is described.
Embodiment 1
Sheet pile pile device as depicted in figs. 1 and 2 comprises first web (1), second web (2), first wing plate (3) and second wing plate (4), described wing plate is connected the two ends of described web, constitute the prolate rectangular frame, the shoe (7) in band cutting face is equipped with in the bottom.Be furnished with insert (5) on first wing plate (3), be furnished with on second wing plate and be subjected to plug-in unit (6).Here said insert (3) is a kind of section bar of flat strip shaped, and being subjected to plug-in unit (6) is to have respective shapes to have the section bar that slides groove, in fact also can be the section bar or the coupling device of other shapes, as long as it is just passable to play the linking effect.
As shown in Figure 3, a kind of web be the sheet pile pile device (9) of the sheet pile pile device (8) of arc and prolate rectangle by being subjected to the mutual linking of plug-in unit and insert, this sheet pile pile device (8) can be used for implementing the construction in some special location.
Claims (6)
1, a kind of sheet pile pile device is characterized in that: comprise first web, second web, first wing plate and second wing plate, the two ends that described wing plate is connected described web constitute four sides surrounding edge framework, and shoe is equipped with in the bottom.
2, sheet pile pile device as claimed in claim 1 is characterized in that: be furnished with insert on described first wing plate, be furnished with on second wing plate and be subjected to plug-in unit.
3, sheet pile pile device as claimed in claim 1 is characterized in that: be furnished with insert on described first wing plate and second wing plate.
4, sheet pile pile device as claimed in claim 1 is characterized in that: be furnished with on described first wing plate and second wing plate and be subjected to plug-in unit.
5, sheet pile pile device as claimed in claim 1, it is characterized in that: described first web is parallel with second web, and second wing plate is parallel with second wing plate, constitutes the prolate rectangular frame.
6, sheet pile pile device as claimed in claim 1, it is characterized in that: described first web and second web are arc sheet material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 03231783 CN2632149Y (en) | 2003-05-28 | 2003-05-28 | Pile plank piler |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 03231783 CN2632149Y (en) | 2003-05-28 | 2003-05-28 | Pile plank piler |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2632149Y true CN2632149Y (en) | 2004-08-11 |
Family
ID=34291253
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 03231783 Expired - Fee Related CN2632149Y (en) | 2003-05-28 | 2003-05-28 | Pile plank piler |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2632149Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101718093B (en) * | 2009-11-14 | 2011-01-26 | 青岛理工大学 | Static pressure type forming device and method for soil-cement underground water interception curtain |
| CN102041804A (en) * | 2010-12-02 | 2011-05-04 | 李布尔 | Combined hollow plastic sheet pile wall |
-
2003
- 2003-05-28 CN CN 03231783 patent/CN2632149Y/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101718093B (en) * | 2009-11-14 | 2011-01-26 | 青岛理工大学 | Static pressure type forming device and method for soil-cement underground water interception curtain |
| CN102041804A (en) * | 2010-12-02 | 2011-05-04 | 李布尔 | Combined hollow plastic sheet pile 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 |