CN104234076B - Concrete guide wall structure - Google Patents
Concrete guide wall structure Download PDFInfo
- Publication number
- CN104234076B CN104234076B CN201410428298.6A CN201410428298A CN104234076B CN 104234076 B CN104234076 B CN 104234076B CN 201410428298 A CN201410428298 A CN 201410428298A CN 104234076 B CN104234076 B CN 104234076B
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- China
- Prior art keywords
- guide wall
- concrete guide
- precast concrete
- wall
- interlocking pile
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Abstract
The invention 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 present invention relates to one and lead 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.
Summary of the invention
The technical problem to be solved in the present invention 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 used in the present invention is such: concrete guide wall structure of the present invention, 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 of the present invention is between five to eight meters.
Further, as a kind of concrete form of structure, in precast concrete guide wall body of wall of the present invention, 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 of the present invention is greater than the diameter of interlocking pile.
Further, as a kind of concrete form of structure, concave joint of the present invention 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 of the present invention and interlocking pile, reinforcement bar support stay two ends are separately fixed on concave joint and convex joint.
Compared with prior art, the invention has the advantages that: 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 slips down a slope and is out of shape, increase ground-connecting-wall quality of wall, improve construction economy benefit.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the present invention is further described.
Fig. 1 is structural representation of the present invention;
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
In conjunction with the accompanying drawings, the present invention is further detailed explanation.These accompanying drawings are the schematic diagram of simplification, only basic structure of the present invention are described in a schematic way, and therefore it only shows the formation relevant with the present invention.
The preferred embodiment of concrete guide wall structure of the present invention 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 invention 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 invention for enlightenment, by above-mentioned description, relevant staff in the scope not departing from this invention technological thought, can carry out various change and amendment completely.The technical scope of this invention is not limited to the content on manual, must determine its technical scope according to right.
Claims (3)
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, described precast concrete guide wall width of wall body is between five to eight meters, also gauze wire cloth is interspersed with in described precast concrete guide wall body of wall.
2. 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.
3. concrete guide wall structure according to claim 1, is characterized in that: described concave joint and convex joint all adopt channel-section steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410428298.6A CN104234076B (en) | 2014-08-28 | 2014-08-28 | Concrete guide wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410428298.6A CN104234076B (en) | 2014-08-28 | 2014-08-28 | Concrete guide wall structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104234076A CN104234076A (en) | 2014-12-24 |
| CN104234076B true CN104234076B (en) | 2016-01-06 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410428298.6A Expired - Fee Related CN104234076B (en) | 2014-08-28 | 2014-08-28 | Concrete guide wall structure |
Country Status (1)
| Country | Link |
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| CN (1) | CN104234076B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106836617A (en) * | 2017-03-01 | 2017-06-13 | 石家庄筑佳节能产品科技有限责任公司 | It is a kind of to construct the building block of leading wall and the construction method for leading wall is constructed in the building block |
| CN108867689A (en) * | 2018-08-21 | 2018-11-23 | 中铁二院工程集团有限责任公司 | Fully-prefabricated assembled green retaining wall and construction method |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1129273A (en) * | 1995-11-01 | 1996-08-21 | 孔清华 | Technology for forming underground continuous wattled wall and apparatus thereof |
| CN201686994U (en) * | 2010-05-21 | 2010-12-29 | 广东省地质工程公司 | Secant pile guide wall |
| CN102296630A (en) * | 2011-06-17 | 2011-12-28 | 北京中岩大地工程技术有限公司 | Construction method of long-screw high-pressure mix jetting cement diaphragm wall |
| CN202745036U (en) * | 2012-08-03 | 2013-02-20 | 江苏省工程勘测研究院有限责任公司 | Split mounting type guide wall of underground continuous wall |
| CN202881982U (en) * | 2012-08-28 | 2013-04-17 | 中联世纪建设集团有限公司 | Basement exterior wall construction joint sealing system |
| JP5360657B2 (en) * | 2009-11-06 | 2013-12-04 | 株式会社ピーエス三菱 | Retaining wall made of precast concrete |
| CN204163105U (en) * | 2014-08-28 | 2015-02-18 | 成都科创佳思科技有限公司 | Concrete guide wall structure |
-
2014
- 2014-08-28 CN CN201410428298.6A patent/CN104234076B/en not_active Expired - Fee Related
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1129273A (en) * | 1995-11-01 | 1996-08-21 | 孔清华 | Technology for forming underground continuous wattled wall and apparatus thereof |
| JP5360657B2 (en) * | 2009-11-06 | 2013-12-04 | 株式会社ピーエス三菱 | Retaining wall made of precast concrete |
| CN201686994U (en) * | 2010-05-21 | 2010-12-29 | 广东省地质工程公司 | Secant pile guide wall |
| CN102296630A (en) * | 2011-06-17 | 2011-12-28 | 北京中岩大地工程技术有限公司 | Construction method of long-screw high-pressure mix jetting cement diaphragm wall |
| CN202745036U (en) * | 2012-08-03 | 2013-02-20 | 江苏省工程勘测研究院有限责任公司 | Split mounting type guide wall of underground continuous wall |
| CN202881982U (en) * | 2012-08-28 | 2013-04-17 | 中联世纪建设集团有限公司 | Basement exterior wall construction joint sealing system |
| CN204163105U (en) * | 2014-08-28 | 2015-02-18 | 成都科创佳思科技有限公司 | Concrete guide wall structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104234076A (en) | 2014-12-24 |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| CB03 | Change of inventor or designer information |
Inventor after: Liu Yun Inventor before: Jiu Jiaxu |
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| COR | Change of bibliographic data | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20151202 Address after: 450000 Zhengzhou Jinshui District, Henan, North Ring Road, No. 36 Applicant after: North University of Water Resource and Electric Power Address before: 610000 Sichuan city of Chengdu province Jinjiang District East Street No. 139 Building 1 3 floor No. 4 Applicant before: Chengdu Kechuang Jiasi Technology Co., Ltd. |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160106 Termination date: 20170828 |
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| CF01 | Termination of patent right due to non-payment of annual fee |