CN102174811A - Wedge-shaped pile plate - Google Patents
Wedge-shaped pile plate Download PDFInfo
- Publication number
- CN102174811A CN102174811A CN 201010605391 CN201010605391A CN102174811A CN 102174811 A CN102174811 A CN 102174811A CN 201010605391 CN201010605391 CN 201010605391 CN 201010605391 A CN201010605391 A CN 201010605391A CN 102174811 A CN102174811 A CN 102174811A
- Authority
- CN
- China
- Prior art keywords
- plate
- wedge
- pile
- groove
- tongue
- 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
Abstract
The invention discloses a wedge-shaped pile plate comprising rabbets, wedge bodies, web plates, pile heads and the like. The wedge-shaped pile plate is characterized in that a plate A and a plate B are both provided with the rabbets and the wedge bodies, the wedge body of the plate A is rightly inserted into the rabbet of the plate B, the wedge body of the plate B can be rightly inserted into the rabbet of the plate A, the plate A and the plate B are both profile steel made of steel plates, and the pile heads are wedge-shaped and can be better stroke to the underground.
Description
One, technical field
The present invention relates to the heavy mould stake plate of a kind of vibration, mould wedge pile plate is sunk in particularly a kind of vibration.
Two, technical background
The job practices of the heavy mould underground impervious wall of vibration is: at first squeeze into the A plate, be close to the A plate then and squeeze into the B plate, pour into concrete to the A plate thereafter, propose the A plate, squeeze into the A plate near the B plate again, pour into concrete to the B plate more afterwards, propose the B plate, and so forth.The heavy mould stake plate of traditional vibration is a rectangle stake plate, has not tight, the phenomenon such as leak of joint.
Three, summary of the invention
The invention provides a kind of wedge pile plate, can solve the joint problem that the conventional piles plate exists well.
The present invention realizes by following technical approach;
A kind of wedge pile plate, comprise tongue and groove, wedge and web, pile crown etc., its special character is: A, B two plates are equipped with tongue and groove and wedge, and the wedge of A plate just in time inserts in the tongue and groove of B plate, the wedge of B plate also can just in time insert in the tongue and groove of A plate, A, B vibration plate are the shaped steel that steel plate is made, and pile crown is a sphenocephaly, can be driven underground preferably.
Four, description of drawings
The present invention will be further described below in conjunction with accompanying drawing
Accompanying drawing 1 is a structural representation of the present invention.
Accompanying drawing 2 is A, the cross section of B plate, sectional drawing.
Among the figure: 1, tongue and groove, 2, wedge, 3, web, 4, pile crown.
Five, the specific embodiment
Accompanying drawing is a kind of specific embodiment of the present invention, the wedge 2 that the A of this embodiment, B two plates are equipped with tongue and groove 1 and wedge 2, A plate just in time inserts in the tongue and groove of B plate, the wedge of B plate also can just in time insert in the tongue and groove of A plate, A, B vibration plate are the shaped steel that steel plate is made, pile crown 4 is a sphenocephaly, can be driven underground preferably.
Claims (3)
1. the heavy mould wedge pile plate of vibration comprises tongue and groove (1), wedge (2) and web (3), and pile crown (4) is characterized in that: described stake plate is provided with tongue and groove (1) and wedge (2).
2. wedge pile plate according to claim 1 is characterized in that: described stake plate is the shaped steel that steel plate is made.
3. wedge pile plate according to claim 1 is characterized in that: described pile crown (4) is a wedge shape pile crown.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010605391 CN102174811A (en) | 2010-12-14 | 2010-12-14 | Wedge-shaped pile plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010605391 CN102174811A (en) | 2010-12-14 | 2010-12-14 | Wedge-shaped pile plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102174811A true CN102174811A (en) | 2011-09-07 |
Family
ID=44518032
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201010605391 Pending CN102174811A (en) | 2010-12-14 | 2010-12-14 | Wedge-shaped pile plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102174811A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102535438A (en) * | 2012-02-02 | 2012-07-04 | 沙焕焕 | Prefabricated embedding pile |
| CN112359780A (en) * | 2020-11-16 | 2021-02-12 | 江苏科技大学 | Assembled tire sheet pile wall and construction method thereof |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1233695A (en) * | 1999-04-22 | 1999-11-03 | 中国华水水电开发总公司山东分公司 | Process for producing seepage control bulk head by using mould vibrosinking method |
| CN2679239Y (en) * | 2004-02-21 | 2005-02-16 | 苏永丽 | Concrete match board |
| WO2006037191A1 (en) * | 2004-10-05 | 2006-04-13 | Guy Peelman | Sheet piling element |
| CN201172821Y (en) * | 2007-12-14 | 2008-12-31 | 卢锡雷 | Seamless joint impervious wall steel form |
-
2010
- 2010-12-14 CN CN 201010605391 patent/CN102174811A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1233695A (en) * | 1999-04-22 | 1999-11-03 | 中国华水水电开发总公司山东分公司 | Process for producing seepage control bulk head by using mould vibrosinking method |
| CN2679239Y (en) * | 2004-02-21 | 2005-02-16 | 苏永丽 | Concrete match board |
| WO2006037191A1 (en) * | 2004-10-05 | 2006-04-13 | Guy Peelman | Sheet piling element |
| CN201172821Y (en) * | 2007-12-14 | 2008-12-31 | 卢锡雷 | Seamless joint impervious wall steel form |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102535438A (en) * | 2012-02-02 | 2012-07-04 | 沙焕焕 | Prefabricated embedding pile |
| CN112359780A (en) * | 2020-11-16 | 2021-02-12 | 江苏科技大学 | Assembled tire sheet pile wall and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105908861B (en) | A kind of arrangement of reinforcement method of 3D printing reinforced masonry shear wall | |
| CN105369799A (en) | Concrete precast pile of precast pile underground diaphragm wall and construction method of precast pile underground diaphragm wall | |
| CN102174811A (en) | Wedge-shaped pile plate | |
| CN102031774A (en) | V-shaped pile-slab | |
| CN102677958A (en) | Building site greening ecological enclosing wall and construction method | |
| CN102691277B (en) | Special-shaped block as well as wall and earth-retaining slope-protecting structures built thereby | |
| CN103898918A (en) | Combined supporting structure and construction method | |
| CN102094415A (en) | Semicircular pile plate | |
| CN102619214A (en) | U-shaped interface steel sheet pile and application thereof in enclosure for foundation pit | |
| CN102561315B (en) | Linkage precast pile type underground diaphragm wall | |
| CN202081418U (en) | Continuous steel sheet pile for foundation pit support or continuous concrete wall | |
| CN201620514U (en) | Self-locking type earth-retaining blocks | |
| CN202401611U (en) | Concrete pile module wall body | |
| CN104846851B (en) | The construction method of side of the base plate non-frost heave layer | |
| CN202544489U (en) | Construction site greening ecological enclosing wall | |
| CN201217249Y (en) | Prestressed concrete side-assist press enhancement type precast pile steel form | |
| CN105544533A (en) | Slab-pile wall digging pile retaining wall flitch plate | |
| CN206408764U (en) | A kind of biting connecions basement superstructure movement joint | |
| CN218880938U (en) | Prefabricated retaining wall | |
| CN205776262U (en) | A kind of solution cavity backfill extruding hammer and pressurizing unit | |
| CN205776251U (en) | A kind of Phyllostachys pubescens Mazei ex H.de Lebaie stake composite S MW engineering method pile-type steel early pulling body system | |
| CN103452131B (en) | Grille type underground continuous wall construction outer mold and inner mold | |
| CN204626231U (en) | A kind of concrete filled steel tube box bridge for the distortion of the Chinese People's Anti-Japanese Military and Political College of high roadbed district | |
| CN203546758U (en) | Connection hole structure for permanent deformation joints of adjacent building basements | |
| CN204266209U (en) | A kind of compound thick bamboo tube stone mar of pattern foundation pit supporting structure |
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 |
Application publication date: 20110907 |