CN204163105U - Concrete guide wall structure - Google Patents
Concrete guide wall structure Download PDFInfo
- Publication number
- CN204163105U CN204163105U CN201420488440.1U CN201420488440U CN204163105U CN 204163105 U CN204163105 U CN 204163105U CN 201420488440 U CN201420488440 U CN 201420488440U CN 204163105 U CN204163105 U CN 204163105U
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- CN
- China
- Prior art keywords
- guide wall
- concrete guide
- precast concrete
- interlocking pile
- wall
- 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 discloses a kind of concrete guide wall structure, comprise on rear side of precast concrete guide wall body of wall and precast concrete guide wall and backfill argillic horizon, backfill argillic horizon upper surface on rear side of precast concrete guide wall body of wall soffit and precast concrete guide wall and be equipped with security bar, security bar is connected by concrete mortar with backfilling between argillic horizon on rear side of precast concrete guide wall body of wall soffit and precast concrete guide wall, interlocking pile guide groove is provided with between two security bars, interlocking pile channel widths is greater than security bar width, interlocking pile is provided with in interlocking pile guide groove, more than one of interlocking pile, and interlocking pile is H type structure, two security bar two ends are separately installed with concave joint and convex joint.This concrete guide wall structure repeatedly can have enough to meet the need use, installs very convenient, greatly can improve the supporting of bitten pile support system, and stagnant water effect is good, not easily slips down a slope and is out of shape, and increases ground-connecting-wall quality of wall, improves construction economy benefit.
Description
Technical field
The utility model relates to one and leads wall construction, particularly a kind of concrete guide wall structure.
Background technology
Construction of guide wall in current construction of diaphragm wall is substantially all take the gathering sill at the construction field (site) along construction axis excavation one fixed width and the degree of depth, assembling reinforcement and support template in groove, then building concrete, forms cast-in-situ concrete and leads wall, and how long axis of constructing like this has, lead wall how long will pour into a mould, and can not use be had enough to meet the need, cause concrete waste, add construction cost, and etc. after end to be onstructed, also to face and lead the problem that difficulty removed by wall.And bitten pile support system is widely used in the supporting of various foundation ditch, the effect of supporting and water-stop curtain effectively can be played.And the construction works of general interlocking pile prompting is very complicated, and there is sideslip or distortion once stake position, supporting and the stagnant water effect of bitten pile support system can be had influence on.
Utility model content
The technical problems to be solved in the utility model is: overcome the problems referred to above, provides one repeatedly can have enough to meet the need use, installs very convenient, greatly can improve the supporting of bitten pile support system, and stagnant water effect is good, the concrete guide wall structure of not easily sliping down a slope and being out of shape.
To achieve these goals, the technical solution adopted in the utility model is such: concrete guide wall structure of the present utility model, comprise on rear side of precast concrete guide wall body of wall and precast concrete guide wall and backfill argillic horizon, backfill argillic horizon upper surface on rear side of precast concrete guide wall body of wall soffit and precast concrete guide wall and be equipped with security bar, security bar is connected by concrete mortar with backfilling between argillic horizon on rear side of precast concrete guide wall body of wall soffit and precast concrete guide wall, interlocking pile guide groove is provided with between two security bars, interlocking pile channel widths is greater than security bar width, interlocking pile is provided with in interlocking pile guide groove, more than one of interlocking pile, and interlocking pile is H type structure, two security bar two ends are separately installed with concave joint and convex joint, concave joint and adopt embedded removably connecting between convex joint and security bar.
Further, as a kind of concrete form of structure, precast concrete guide wall width of wall body described in the utility model is between five to eight meters.
Further, as a kind of concrete form of structure, in precast concrete guide wall body of wall described in the utility model, be also interspersed with gauze wire cloth.
Further, as a kind of concrete form of structure, the maximum inner diameter of interlocking pile guide groove described in the utility model is greater than the diameter of interlocking pile.
Further, as a kind of concrete form of structure, concave joint described in the utility model and convex joint all adopt channel-section steel.
Further, as a kind of concrete form of structure, be connected with reinforcement bar support stay between precast concrete guide wall body of wall described in the utility model and interlocking pile, reinforcement bar support stay two ends are separately fixed on concave joint and convex joint.
Compared with prior art, the utility model has the advantage of: this concrete guide wall structure repeatedly can have enough to meet the need use, install very convenient, greatly can improve the supporting of bitten pile support system, stagnant water effect is good, not easily slip down a slope and be out of shape, increasing ground-connecting-wall quality of wall, improve construction economy benefit.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is further illustrated.
Fig. 1 is structural representation of the present utility model;
In figure: 1. precast concrete guide wall body of wall; 2. backfill argillic horizon on rear side of precast concrete guide wall; 3. concave joint; 4. reinforcement bar support stay; 5. security bar; 6. interlocking pile guide groove; 7. interlocking pile; 8. convex joint.
Detailed description of the invention
By reference to the accompanying drawings the utility model is described in further detail now.These accompanying drawings are the schematic diagram of simplification, only basic structure of the present utility model are described in a schematic way, and therefore it only shows the formation relevant with the utility model.
The preferred embodiment of the utility model concrete guide wall structure as shown in Figure 1, comprise on rear side of precast concrete guide wall body of wall 1 and precast concrete guide wall and backfill argillic horizon 2, backfill argillic horizon 2 upper surface on rear side of precast concrete guide wall body of wall 1 soffit and precast concrete guide wall and be equipped with security bar 5, security bar 5 is connected by concrete mortar with backfilling on rear side of precast concrete guide wall body of wall 1 soffit and precast concrete guide wall between argillic horizon 2, interlocking pile guide groove 6 is provided with between two security bars 5, interlocking pile guide groove 6 width is greater than security bar 5 width, interlocking pile 7 is provided with in interlocking pile guide groove 6, more than one of interlocking pile 7, and interlocking pile 7 is in H type structure, two security bar 5 two ends are separately installed with concave joint 3 and convex joint 8, concave joint 3 and adopt embedded removably connecting between convex joint 8 and security bar 5, described precast concrete guide wall body of wall 1 width is between five to eight meters, also gauze wire cloth is interspersed with in described precast concrete guide wall body of wall 1, the maximum inner diameter of described interlocking pile guide groove 6 is greater than the diameter of interlocking pile 7, described concave joint 3 and convex joint 8 all adopt channel-section steel, reinforcement bar support stay 4 is connected with between precast concrete guide wall body of wall 1 and interlocking pile 7, reinforcement bar support stay 4 two ends are separately fixed on concave joint 3 and convex joint 8.
Concrete guide wall structure of the present utility model repeatedly can have enough to meet the need use, installs very convenient, greatly can improve the supporting of bitten pile support system, and stagnant water effect is good, not easily slips down a slope and is out of shape, and increases ground-connecting-wall quality of wall, improves construction economy benefit.Described precast concrete guide wall body of wall 1 width, between five to eight meters, meets design requirement; Also be interspersed with gauze wire cloth in described precast concrete guide wall body of wall 1, performance is more stable, not easily caves in; The maximum inner diameter of described interlocking pile guide groove 6 is greater than the diameter of interlocking pile 7, is convenient to the compact siro spinning technology between interlocking pile guide groove 6 and interlocking pile 7; Described concave joint 3 and convex joint 8 all adopt channel-section steel, and rigid structures is good; Be connected with reinforcement bar support stay 4 between described precast concrete guide wall body of wall 1 and interlocking pile 7, reinforcement bar support stay 4 two ends are separately fixed on concave joint 3 and convex joint 8, further enhancing its support performance.
With above-mentioned according to desirable embodiment of the present utility model for enlightenment, by above-mentioned description, relevant staff in the scope not departing from this utility model technological thought, can carry out various change and amendment completely.The technical scope of this utility model is not limited to the content on manual, must determine its technical scope according to right.
Claims (6)
1. a concrete guide wall structure, it is characterized in that: comprise on rear side of precast concrete guide wall body of wall and precast concrete guide wall and backfill argillic horizon, backfill argillic horizon upper surface on rear side of precast concrete guide wall body of wall soffit and precast concrete guide wall and be equipped with security bar, security bar is connected by concrete mortar with backfilling between argillic horizon on rear side of precast concrete guide wall body of wall soffit and precast concrete guide wall, interlocking pile guide groove is provided with between two security bars, interlocking pile channel widths is greater than security bar width, interlocking pile is provided with in interlocking pile guide groove, more than one of interlocking pile, and interlocking pile is H type structure, two security bar two ends are separately installed with concave joint and convex joint, concave joint and adopt embedded removably connecting between convex joint and security bar.
2. concrete guide wall structure according to claim 1, is characterized in that: described precast concrete guide wall width of wall body is between five to eight meters.
3. concrete guide wall structure according to claim 1, is characterized in that: be also interspersed with gauze wire cloth in described precast concrete guide wall body of wall.
4. concrete guide wall structure according to claim 1, is characterized in that: the maximum inner diameter of described interlocking pile guide groove is greater than the diameter of interlocking pile.
5. concrete guide wall structure according to claim 1, is characterized in that: described concave joint and convex joint all adopt channel-section steel.
6. concrete guide wall structure according to claim 1, is characterized in that: be connected with reinforcement bar support stay between described precast concrete guide wall body of wall and interlocking pile, and reinforcement bar support stay two ends are separately fixed on concave joint and convex joint.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420488440.1U CN204163105U (en) | 2014-08-28 | 2014-08-28 | Concrete guide wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420488440.1U CN204163105U (en) | 2014-08-28 | 2014-08-28 | Concrete guide wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204163105U true CN204163105U (en) | 2015-02-18 |
Family
ID=52536810
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420488440.1U Expired - Fee Related CN204163105U (en) | 2014-08-28 | 2014-08-28 | Concrete guide wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204163105U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104234076A (en) * | 2014-08-28 | 2014-12-24 | 成都科创佳思科技有限公司 | Concrete guide wall structure |
-
2014
- 2014-08-28 CN CN201420488440.1U patent/CN204163105U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104234076A (en) * | 2014-08-28 | 2014-12-24 | 成都科创佳思科技有限公司 | Concrete guide wall structure |
| CN104234076B (en) * | 2014-08-28 | 2016-01-06 | 华北水利水电大学 | Concrete guide wall structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: ZHEJIANG HAILI MUNICIPAL CONSTRUCTION ENGINEERING Free format text: FORMER OWNER: CHENGDU KECHUANG JIASI TECHNOLOGY CO., LTD. Effective date: 20150703 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20150703 Address after: 317600 Chaoyang District, Yucheng street, Taizhou, Zhejiang, Yuhuan County Patentee after: Zhejiang Haili Municipal Construction Engineering Co. Ltd. Address before: 610000 Sichuan city of Chengdu province Jinjiang District East Street No. 139 Building 1 3 floor No. 4 Patentee before: Chengdu Kechuang Jiasi Technology Co., Ltd. |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150218 Termination date: 20150828 |
|
| EXPY | Termination of patent right or utility model |