CN207597394U - The horizontally-spliced structure of coercion underground continuous wall - Google Patents
The horizontally-spliced structure of coercion underground continuous wall Download PDFInfo
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- CN207597394U CN207597394U CN201721151736.4U CN201721151736U CN207597394U CN 207597394 U CN207597394 U CN 207597394U CN 201721151736 U CN201721151736 U CN 201721151736U CN 207597394 U CN207597394 U CN 207597394U
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- convex body
- concave volume
- prefabricated panel
- continuous wall
- underground continuous
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Abstract
The utility model is related to a kind of horizontally-spliced structures of coercion underground continuous wall,It is formed by several wallboards are horizontally-spliced,The left and right ends of every coercion underground continuous wall are respectively equipped with elongated wedge shaped side concave volume and trapezoidal side convex body,Left and right ends are respectively equipped with top concave volume and lower part convex body,Connection reinforcing bar is buried in the convex body of side,The bottom setting notch of side concave volume,Notch match with the connection reinforcing bar in the convex body of side and up and down it is elongated,Adjacent vertical two panels prefabricated panel is connected by top concave volume with lower part convex body,The two panels prefabricated panel of adjacent transverse is connected by side convex body with side concave volume,The gap that inside is formed is triangle injected hole,Side concave volume is equipped with Rubber shock-absorbing pad with side convex body contact portion,Effectively deliver the internal force of lateral two panels prefabricated panel,The length and weight of monolithic prefabricated panel are reduced simultaneously,The utility model simple structure,System easy to control the quality,It is suitble to transport and lifting,The industrialization for being conducive to diaphram wall is assembled.
Description
Technical field
The utility model is related to a kind of horizontally-spliced structure of coercion underground continuous wall, especially suitable for coercion underground continuous wall
Horizontal splicing during as foundation pit enclosure and outer wall of basement.
Background technology
At present, for coercion underground continuous wall based on cast in situs, the utilization of coercion underground continuous wall is considerably less.This is because
Conventional coercion underground continuous wall length direction does not set seam, leads to that monolithic coercion underground continuous wall length is long, and weight is much, no
Transport and lifting is suitble to also result in that coercion underground continuous wall excavation of foundation pit depth applicatory is very shallow, and application range extremely has
Limit, economical very poor, this all greatlys restrict the application of Precast Diaphragm Wall.
Therefore, it is simple in structure how to provide one kind, it is easy for construction, it reliably can effectively transmit the adjacent prefabricated underground of two panels and connect
The internal force of continuous wall, separately achievable coercion underground continuous wall do not do remaining processing can be used directly as outer wall of basement it is prefabricated
The horizontally-spliced structure of diaphram wall and its construction method, it has also become underground construction circle needs the technology of further improvement and optimization to ask
Topic.
Utility model content
It is simple in structure the purpose of this utility model is to provide a kind of horizontally-spliced structure of coercion underground continuous wall, construction
It is convenient, the internal force of adjacent two panels coercion underground continuous wall reliably can be effectively transmitted, realizes that coercion underground continuous wall does not do remaining
Processing can be used directly as outer wall of basement.
The technical solution adopted in the utility model is as follows：
A kind of horizontally-spliced structure of coercion underground continuous wall, is formed by several wallboards are horizontally-spliced, which is characterized in that pre-
The both ends of wallboard A and prefabricated panel B processed are respectively equipped with elongated wedge shaped side concave volume and trapezoidal side convex body, are buried in the convex body of side
If connecting reinforcing bar, the notch that reinforcing bar matches and up and down elongated, phase are connect in the setting of wedge shaped side concave volume bottom and side convex body
Adjacent two panels prefabricated panel A and prefabricated panel B is connected by side convex body with side concave volume, and the gap that inside is formed is triangle
Injected hole injects rubber concrete to the notch cavity in wedge shaped side concave volume by triangle injected hole and fills, side concave volume
Rubber shock-absorbing pad is equipped with side convex body contact portion.
Further, the upper and lower ends of the prefabricated panel A and prefabricated panel B are respectively equipped with top concave volume and lower part is convex
Body, quantity can correspond to equidistantly distributed according to the factor designs such as engineering construction, top concave volume and lower part convex body.
Further, the side convex body cross section of the prefabricated panel A and prefabricated panel B is in isosceles trapezoid, and side is recessed
Body cross section is in isosceles triangle, and the cross section of top concave volume and lower part convex body is all arc.
Further, it is all covered with rubber shock-absorbing layer inside the top concave volume of the prefabricated panel A and prefabricated panel B
Lid, is equipped with Rubber shock-absorbing pad in two slope surfaces of the side convex body respectively, and the Rubber shock-absorbing pad is along described prefabricated
The short transverse overall length arrangement of lower diaphragm wall.
Further, the construction method of the horizontally-spliced structure of a kind of coercion underground continuous wall, includes the following steps：First
Step, by coercion underground continuous wall lateral arrangement on same plane, the side concave volume of a piece of coercion underground continuous wall with it is adjacent pre-
Diaphram wall side processed convex body is corresponding；Second step by injected hole toward notch slip casting, is formed in upper and lower corresponding notch
Chamber in casting concrete so that lateral coercion underground continuous wall closely connects；Third walks, and two layers of prefabricated underground of lifting are continuous
Wall slowly falls in the top of one layer of coercion underground continuous wall, connects its two layers of prefabricated underground under the action of dead weight
The lower part convex body of continuous wall and the top concave volume automatic attaching of one layer of coercion underground continuous wall, precise positioning complete installation.
The beneficial effects of the utility model：
The beneficial effects of the utility model are provided separately due to coercion underground continuous wall, reduce monolithic prefabricatedly
The length and weight of lower diaphragm wall are suitble to transport and lifting；
Since the size of spliced coercion underground continuous wall entirety can dramatically increase, increase prefabricated underground and connect
Continuous wall excavation of foundation pit depth applicatory makes it possible to be applied to use compared in existing deeper foundation pit, has good warp
Ji effect；
Since the cross section of the convex body is trapezoidal, not only so that the docking of adjacent two panels coercion underground continuous wall is more square
Just, the installation effectiveness effectively improved；
Splicing up and down two panels coercion underground continuous wall when, above a piece of coercion underground continuous wall can conduct oneself with dignity
Under the action of along the convex body slope surface automatic attaching precise positioning, it is ensured that installation accuracy.
Description of the drawings
Fig. 1 is the dimensional structure diagram of the horizontally-spliced structure of coercion underground continuous wall.
Fig. 2 is the diagrammatic cross-section before adjacent two panels coercion underground continuous wall is horizontally-spliced.
Fig. 3 is the diagrammatic cross-section after adjacent two panels coercion underground continuous wall is horizontally-spliced.
Fig. 4 is the E-E cross-section profile structure diagrams in Fig. 1.
Fig. 5 is the dimensional structure diagram of coercion underground continuous wall entirety splicing construction.
In figure, 1 is prefabricated panel A, and 2 be prefabricated panel B, and 3 be side concave volume, 4 is side convex body, 5 is top concave volume, 6
It is notch for lower part convex body, 7,8 be connection reinforcing bar, and 9 be triangle injected hole, and 10 be Rubber shock-absorbing pad, and 11 be rubber shock-absorbing layer.
Specific embodiment
Specific embodiment of the present utility model is described in detail with reference to attached drawing.
Embodiment
As shown in Figs. 1-3, the horizontally-spliced structure of a kind of coercion underground continuous wall is formed by several wallboards are horizontally-spliced,
The both ends of prefabricated panel A1 and prefabricated panel B2 are respectively equipped with elongated wedge shaped side concave volume 3 and trapezoidal side convex body 4, and side is convex
Bury connection reinforcing bar 8 in body 4,3 bottom of the wedge shaped side concave volume setting notch 7 for connecting reinforcing bar 8 and matching interior with side convex body 4 and
Elongated up and down, adjacent two panels prefabricated panel A1 and prefabricated panel B2 are connected by side convex body 4 with side concave volume 3, internal shape
Into gap for triangle injected hole 9, rubber is injected to 7 cavity of notch in wedge shaped side concave volume 3 by triangle injected hole 9
Concrete Filled, side concave volume 3 are equipped with Rubber shock-absorbing pad 10 with 4 contact portion of side convex body；The prefabricated panel A1 and prefabricated
4 cross section of side convex body of wallboard B2 is in isosceles trapezoid, and concave volume 3 cross section in side is in isosceles triangle, top concave volume 5 and lower part
The cross section of convex body 6 is all arc；The 5 inside rubber shock-absorbing layer of top concave volume of the prefabricated panel A1 and prefabricated panel B2
11 all cover, and Rubber shock-absorbing pad 10,10 edge of Rubber shock-absorbing pad are equipped with respectively in two slope surfaces of the side convex body 4
The short transverse overall length arrangement of the coercion underground continuous wall.
Embodiment 2
As shown in figure 4, the upper and lower ends of the prefabricated panel A1 and prefabricated panel B2 are respectively equipped with top concave volume 5 under
Portion's convex body 6, quantity can correspond to equidistantly distributed according to the factor designs such as engineering construction, top concave volume 5 and lower part convex body 6.
Embodiment 3
As shown in figure 5, during Specific construction, the first step is a piece of pre- by coercion underground continuous wall lateral arrangement on same plane
The side concave volume 3 of diaphram wall processed is corresponding with adjacent coercion underground continuous wall side convex body 4.Second step passes through slip casting
Hole is toward 7 slip casting of notch, casting concrete in the chamber formed in upper and lower corresponding notch 7 so that laterally prefabricated underground is continuous
Wall closely connects.Third walks, and lifts two layers of coercion underground continuous wall in the top of one layer of coercion underground continuous wall, and slowly
It falls, makes the upper of the lower part convex body 6 of its two layers of coercion underground continuous wall under the action of dead weight and one layer of coercion underground continuous wall
5 automatic attaching of portion's concave volume, precise positioning complete installation.
Claims (4)
1. a kind of horizontally-spliced structure of coercion underground continuous wall, is formed by several wallboards are horizontally-spliced, it is characterised in that：It is prefabricated
Wallboard A（1）With prefabricated panel B（2）Both ends be respectively equipped with elongated wedge shaped side concave volume（3）With trapezoidal side convex body（4）, side
Face convex body（4）Interior embedded connection reinforcing bar（8）, wedge shaped side concave volume（3）Bottom is set and side convex body（4）Interior connection reinforcing bar（8）
The notch to match（7）And upper and lower elongated, adjacent two panels prefabricated panel A（1）With prefabricated panel B（2）Pass through side convex body（4）With
Side concave volume（3）Connection, the gap that inside is formed are triangle injected hole（9）, pass through triangle injected hole（9）To wedge shaped side
Concave volume（3）Interior notch（7）Cavity injection rubber concrete filling, side concave volume（3）With side convex body（4）Contact portion is equipped with
Rubber shock-absorbing pad（10）.
2. the horizontally-spliced structure of coercion underground continuous wall according to claim 1, it is characterised in that：The prefabricated panel
A（1）With prefabricated panel B（2）Upper and lower ends be respectively equipped with top concave volume（5）With lower part convex body（6）, top concave volume（5）With under
Portion's convex body（6）Corresponding equidistantly distributed.
3. the horizontally-spliced structure of coercion underground continuous wall according to claim 1, it is characterised in that：The prefabricated panel
A（1）With prefabricated panel B（2）Side convex body（4）Cross section is in isosceles trapezoid, side concave volume（3）Cross section is in isoceles triangle
Shape, top concave volume（5）With lower part convex body（6）Cross section all be arc.
4. the horizontally-spliced structure of coercion underground continuous wall according to claim 1, it is characterised in that：The prefabricated panel
A（1）With prefabricated panel B（2）Top concave volume（5）Inside rubber shock-absorbing layer（11）All coverings, the side convex body（4）'s
It is equipped with Rubber shock-absorbing pad respectively in two slope surfaces（10）, the Rubber shock-absorbing pad（10）Along the coercion underground continuous wall
Short transverse overall length is arranged.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721151736.4U CN207597394U (en) | 2017-09-10 | 2017-09-10 | The horizontally-spliced structure of coercion underground continuous wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721151736.4U CN207597394U (en) | 2017-09-10 | 2017-09-10 | The horizontally-spliced structure of coercion underground continuous wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207597394U true CN207597394U (en) | 2018-07-10 |
Family
ID=62753482
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721151736.4U Expired - Fee Related CN207597394U (en) | 2017-09-10 | 2017-09-10 | The horizontally-spliced structure of coercion underground continuous wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207597394U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109653191A (en) * | 2018-12-12 | 2019-04-19 | 山东大学 | Prefabricated PC continuous underground wall structure and its construction method |
| CN113136858A (en) * | 2021-03-18 | 2021-07-20 | 中国铁路设计集团有限公司 | Construction method of prefabricated assembled underground continuous wall |
-
2017
- 2017-09-10 CN CN201721151736.4U patent/CN207597394U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109653191A (en) * | 2018-12-12 | 2019-04-19 | 山东大学 | Prefabricated PC continuous underground wall structure and its construction method |
| CN113136858A (en) * | 2021-03-18 | 2021-07-20 | 中国铁路设计集团有限公司 | Construction method of prefabricated assembled underground continuous wall |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180710 Termination date: 20210910 |