CN102031774A - V-shaped pile-slab - Google Patents
V-shaped pile-slab Download PDFInfo
- Publication number
- CN102031774A CN102031774A CN2010106126170A CN201010612617A CN102031774A CN 102031774 A CN102031774 A CN 102031774A CN 2010106126170 A CN2010106126170 A CN 2010106126170A CN 201010612617 A CN201010612617 A CN 201010612617A CN 102031774 A CN102031774 A CN 102031774A
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- Prior art keywords
- slab
- plate
- shaped
- wing
- slabs
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- 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.)
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- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The invention relates to a V-shaped pile-slab used for mould vibrosinking. In the V-shaped pile-slab, V-shaped concavities are formed at left ends of slabs A and B; wing slabs are provided with slab hooks; V-shaped bulges are formed at right ends of the slabs A and B; the wing slabs are flat and straight side slabs; the V-shaped bulge of the slab A is rightly inserted into the V-shaped concavity of the slab B; the V-shaped bulge of the slab B is also rightly inserted into the V-shaped concavity of the slab A; the wing slab of the slab A is rightly into the slab hook of the slab B; and the wing slab of the slab B is also rightly inserted into the slab hook of the slab A; and both the vibrating slabs A and B are profile steel made of steel plates and are provided with reinforced wing slabs and slab hooks. The V-shaped pile-slab is used specially for mould vibrosinking underground continuous walls.
Description
One, technical field
The present invention relates to the heavy mould stake plate of a kind of vibration, mould underground impervious wall V-type stake plate is sunk in particularly a kind of vibration.
Two, technical background
The job practices of the heavy mould impervious wall of vibration is: at first squeeze into the A plate, squeeze into the B plate near the A plate then, 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, so repeatedly, underground concrete cutoff wall together.The heavy mould stake plate of traditional vibration is a rectangle stake plate, has the not tight phenomenon such as leak of joint between plate and the plate concrete.
Three, summary of the invention
The present invention is in order to remedy the deficiencies in the prior art, provides a kind of vibration to sink mould V-type stake plate.
The present invention is achieved through the following technical solutions:
The heavy mould of a kind of vibration V-type stake plate, A, B two plate left ends are provided with the V-type depression, wing plate is provided with plate hook, and it is outstanding that right-hand member is provided with V-type, and wing plate is straight side plate, during the outstanding V-type of just in time inserting the B plate of the V-type of A plate caves in, during the outstanding V-type of also just in time inserting the A plate of the V-type of B plate caved in, the wing plate of A plate just in time inserted in the plate hook of B plate, and the wing plate of B plate also can just in time insert in the plate hook of A plate, A, B vibration plate are the shaped steel that steel plate is made, and are equipped with to strengthen wing plate and plate hook.
Four, description of drawings
The 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 the cross sectional view of A, B plate
Among the figure: 1, wing plate, 2, web, 3, plate hook, 4, the V-type depression, 5, V-type is outstanding.
Five, the specific embodiment
Accompanying drawing is a kind of specific embodiment of the present invention, the A of this embodiment, B two plate left ends are provided with V-type depression 4, wing plate is provided with plate hook 3, and right-hand member is provided with V-type and gives prominence to 5, and wing plate is straight side plate, during the outstanding V-type of just in time inserting the B plate of the V-type of A plate caves in, during the outstanding V-type of also just in time inserting the A plate of the V-type of B plate caved in, the wing plate 1 of A plate just in time inserted in the plate hook 3 of B plate, and the wing plate 1 of B plate also can just in time insert in the plate hook 3 of A plate, A, B vibration plate are the shaped steel that steel plate is made, and are equipped with to strengthen wing plate 1 and plate hook 3.
Claims (3)
1. the heavy mould of vibration comprises wing plate (1) with V-type stake plate, web (2), and plate hook (3), V-type depression (4), V-type is given prominence to (5), it is characterized in that: described stake plate is provided with V-type depression (4) and V-type outstanding (5).
2. V-type stake plate according to claim 1 is characterized in that: described stake plate is provided with wing plate (1).
3. V-type stake plate according to claim 1 is characterized in that: described stake plate is provided with plate hook (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010106126170A CN102031774A (en) | 2010-12-18 | 2010-12-18 | V-shaped pile-slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010106126170A CN102031774A (en) | 2010-12-18 | 2010-12-18 | V-shaped pile-slab |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102031774A true CN102031774A (en) | 2011-04-27 |
Family
ID=43885176
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010106126170A Pending CN102031774A (en) | 2010-12-18 | 2010-12-18 | V-shaped pile-slab |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102031774A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102535438A (en) * | 2012-02-02 | 2012-07-04 | 沙焕焕 | Prefabricated embedding pile |
| CN103088817A (en) * | 2013-02-14 | 2013-05-08 | 张璐 | Seamless underground wall forming machine |
| CN106638616A (en) * | 2016-11-30 | 2017-05-10 | 上海市机械施工集团有限公司 | Foundation pit engineering steel box cement-soil diaphragm wall and construction method thereof |
| CN106759265A (en) * | 2016-11-30 | 2017-05-31 | 上海市机械施工集团有限公司 | A kind of diaphram wall of fill concrete, its steel design and its construction method |
| CN114934535A (en) * | 2022-06-02 | 2022-08-23 | 中铁十九局集团有限公司 | Grooving structure of impervious wall section and construction method |
-
2010
- 2010-12-18 CN CN2010106126170A patent/CN102031774A/en active Pending
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102535438A (en) * | 2012-02-02 | 2012-07-04 | 沙焕焕 | Prefabricated embedding pile |
| CN103088817A (en) * | 2013-02-14 | 2013-05-08 | 张璐 | Seamless underground wall forming machine |
| CN106638616A (en) * | 2016-11-30 | 2017-05-10 | 上海市机械施工集团有限公司 | Foundation pit engineering steel box cement-soil diaphragm wall and construction method thereof |
| CN106759265A (en) * | 2016-11-30 | 2017-05-31 | 上海市机械施工集团有限公司 | A kind of diaphram wall of fill concrete, its steel design and its construction method |
| CN114934535A (en) * | 2022-06-02 | 2022-08-23 | 中铁十九局集团有限公司 | Grooving structure of impervious wall section and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20110427 |