CN102425174A - Drainage tubular pile and soil nailing wall composite supporting structure - Google Patents
Drainage tubular pile and soil nailing wall composite supporting structure Download PDFInfo
- Publication number
- CN102425174A CN102425174A CN2011104087424A CN201110408742A CN102425174A CN 102425174 A CN102425174 A CN 102425174A CN 2011104087424 A CN2011104087424 A CN 2011104087424A CN 201110408742 A CN201110408742 A CN 201110408742A CN 102425174 A CN102425174 A CN 102425174A
- Authority
- CN
- China
- Prior art keywords
- pile
- supporting
- soil nailing
- anchor rod
- reinforcing mesh
- 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
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- 239000002689 soil Substances 0.000 title claims abstract description 37
- 239000002131 composite material Substances 0.000 title claims abstract description 9
- 229910000831 Steel Inorganic materials 0.000 claims description 19
- 230000002787 reinforcement Effects 0.000 claims description 19
- 239000010959 steel Substances 0.000 claims description 19
- 230000003014 reinforcing Effects 0.000 abstract description 9
- 238000010276 construction Methods 0.000 abstract description 8
- 210000000282 Nails Anatomy 0.000 abstract 6
- 230000000694 effects Effects 0.000 description 4
- 238000009412 basement excavation Methods 0.000 description 3
- 241000893018 Armeria Species 0.000 description 2
- 238000009435 building construction Methods 0.000 description 2
- 239000003673 groundwater Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000001681 protective Effects 0.000 description 2
- 238000005507 spraying Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000000630 rising Effects 0.000 description 1
Images
Abstract
The invention discloses a drainage tubular pile and soil nailing wall composite supporting structure, which consists of a supporting pile, a reinforcing mesh, a soil nail and an anchor rod, wherein the pile body of the supporting pile is provided with an anchor rod hole; the reinforcing mesh is fixed at the end of the anchor rod; the soil nail is arranged on the reinforcing mesh; the supporting pile is vertical to the ground; the anchor rod passes through the anchor rod hole in the supporting pile and is inserted into a supporting body; the end of the anchor rod is fixed by adopting a nut, and the reinforcing mesh is fixed at the end; meanwhile, the soil nail is driven into the supporting body, the reinforcing mesh is hung at the exposed end of the soil nail, and concrete is sprayed to the reinforcing mesh, so that the reinforcing mesh form a supporting panel; and the included angles between the anchor rod and the horizontal plane and between the soil nail and the horizontal plane are 30 to 35 degrees. The supporting pile, the reinforcing mesh, the soil nail and the anchor rod in the structure form a whole to bear the stress together, so that the protection capability for the supporting body is enhanced, the number of the supporting pile is reduced and the construction cost is saved.
Description
Technical field
The present invention relates to a kind of the realm of building construction, is a kind of white-out pile tube and soil nailing wall composite support structure specifically.
Background technology
Extensively adopt soldier pile or soil nailing wall that excavation slope is carried out supporting at the realm of building construction at present, with protection foundation ditch job safety.For preventing the prop avalanche, soldier pile is generally taked tight setting, though this mode can play good supporting effect, can make the engineering construction cost heighten.The supporting and protection structure that is used for soil excavation and stability of slope of soil nailing wall operation rising in recent years mainly applies to the above foundation ditch of groundwater table, or the foundation ditch after artificial rainmaking; The foundation ditch of this type all belongs to shallow foundation hole, and in deep foundation ditch because rich groundwater makes the friction of soil nailing reduce; And then influence its support capacity; Therefore in deep foundation ditch, then should not adopt the soil nailing wall to carry out supporting, the supporting of more employing pile tubes forms water-stop curtain as supporting and protection structure; Reach the purpose that prevents that prop from collapsing, but this mode will cause directly engineering-built to increase.
Summary of the invention
In order to solve the deficiency of prior art structure, the present invention provides a kind of white-out pile tube and soil nailing wall composite support structure, to be issued to the purpose of saving construction costs in the condition that protection effect of prop is not exerted an influence.
The present invention realizes through following technical proposals: be made up of soldier pile, steel mesh reinforcement, soil nailing and anchor pole; Wherein on the pile body of soldier pile, be provided with bolthole; And on termination point of anchor rod, be fixedly connected with steel mesh reinforcement, and steel mesh reinforcement is provided with soil nailing, and wherein anchor pole is horizontal by 30 ° ~ 35 ° angles; Soil nailing is horizontal by 30 ° ~ 35 ° angles, and steel mesh reinforcement is hung over soil nailing exposes on the termination.The soldier pile vertical ground is provided with during use, and the bolthole of anchor pole from soldier pile passes and insert the prop, and termination point of anchor rod adopts nut to fix; And steel mesh reinforcement is fixed on the termination, simultaneously soil nailing is squeezed in the prop, steel mesh reinforcement is hung over soil nailing expose on the termination; On steel mesh reinforcement, carry out the concrete spraying at last; Soldier pile, steel mesh reinforcement, soil nailing, anchor pole form an integral body among the present invention, can be stressed jointly, strengthened protective capacities to prop.
The invention has the beneficial effects as follows: not only can play very strong protective action, and can in deep foundation ditch protection field, when not reducing protection effect, reduce the usage quantity of soldier pile the shallow foundation hole; Shorten the support construction cycle, in Excavation Process, form supporting and protection structure synchronously, and need not can construct by dewatering; Practice thrift a large amount of construction costs; Product structure is simple, and easy construction is convenient to promote the use of.
Description of drawings
Below in conjunction with accompanying drawing the present invention is further described.
Fig. 1 is a three-dimensional structure diagram of the present invention.
Fig. 2 implements state plan structure sketch map for the present invention.
Fig. 3 implements the state cross-sectional view for the present invention.
Code description among the figure: 1,1 ', 1 ' ' soldier pile; 2 boltholes; 3 nuts; 4 anchor poles; 5 steel mesh reinforcements; 6 soil nailings.
The specific embodiment
As shown in Figure 1, the present invention is made up of soldier pile (1), anchor pole (4), nut (3), steel mesh reinforcement (5) and soil nailing (6), on soldier pile, is provided with bolthole (2), and wherein bolthole is horizontal by 30 ° ~ 35 ° angles.As shown in Figure 2, respectively soldier pile (1) (1 ') (1 ") is arranged on the foundation ditch edge, anchor pole (4) is pierced into from the bolthole on the soldier pile; and be inserted in the prop of soldier pile rear side; use nut (3) that anchor pole is pinned in the termination of anchor pole respectively, simultaneously steel mesh reinforcement (5) is fixed on the termination point of anchor rod, and many group soil nailings (6) are set on the reinforcing bar wire side; steel mesh reinforcement can hang on the soil nailing termination; wherein anchor pole (4) and soil nailing (6) are all horizontal by 30 ° ~ 35 ° angles, and a certain amount of concrete of spraying on steel mesh reinforcement makes steel mesh reinforcement form one and props up protection slab then.After adopting the present invention fix, steel mesh reinforcement add a protection slab quilt that concrete forms respectively soil nailing and anchor pole be fixed on the prop surface, effectively prevent the prop avalanche.Reduce the usage quantity of soldier pile simultaneously, practiced thrift the engineering construction cost, and in the protection system applicable to deep foundation ditch.
Implement in worker's process in the present invention, soldier pile can adopt castinplace pile, also can adopt the pile for prestressed pipe piling construction, and wherein pile for prestressed pipe can further reduce the lateral deformation with the non-prestressed structure of diameter, more helps the foundation ditch protection.
Claims (4)
1. white-out pile tube and soil nailing wall composite support structure; It is characterized in that: form by soldier pile, steel mesh reinforcement, soil nailing and anchor pole; Wherein on the pile body of soldier pile, be provided with bolthole, and on termination point of anchor rod, be fixedly connected with steel mesh reinforcement, steel mesh reinforcement is provided with soil nailing.
2. a kind of white-out pile tube according to claim 1 and soil nailing wall composite support structure is characterized in that: anchor pole is horizontal by 30 ° ~ 35 ° angles.
3. a kind of white-out pile tube according to claim 1 and soil nailing wall composite support structure is characterized in that: soil nailing is horizontal by 30 ° ~ 35 ° angles.
4. a kind of white-out pile tube according to claim 1 and soil nailing wall composite support structure, it is characterized in that: steel mesh reinforcement hangs over soil nailing and exposes on the termination.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011104087424A CN102425174A (en) | 2011-12-10 | 2011-12-10 | Drainage tubular pile and soil nailing wall composite supporting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011104087424A CN102425174A (en) | 2011-12-10 | 2011-12-10 | Drainage tubular pile and soil nailing wall composite supporting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102425174A true CN102425174A (en) | 2012-04-25 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011104087424A Pending CN102425174A (en) | 2011-12-10 | 2011-12-10 | Drainage tubular pile and soil nailing wall composite supporting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102425174A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104074197A (en) * | 2014-03-20 | 2014-10-01 | 温州大学 | Large-diameter thin-walled tubular pile composite anchor rod type foundation pit support structure and construction method thereof |
| CN108203983A (en) * | 2018-03-02 | 2018-06-26 | 中国五冶集团有限公司 | A kind of deep foundation pit supporting structure and method |
Citations (6)
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|---|---|---|---|---|
| CN1332296A (en) * | 2001-08-16 | 2002-01-23 | 吕怀民 | Construction process of retaining wall with inner anchoring wall |
| CN2659966Y (en) * | 2003-03-21 | 2004-12-01 | 武汉化工学院 | Ribbed pile vertical arch spraying anchor combined support structure for deep foundation ditch |
| US6939084B2 (en) * | 2002-09-17 | 2005-09-06 | Steven A. Kulchin | Soil nailing system |
| CN201095770Y (en) * | 2007-09-06 | 2008-08-06 | 长业建设集团有限公司 | Embedded single-layer basement wooden pile composite brad wall structure |
| CN101775814A (en) * | 2009-02-20 | 2010-07-14 | 上海强劲基础工程有限公司 | Anti-slip cement soil pile soil blocking structure and construction method thereof |
| CN202323962U (en) * | 2011-12-10 | 2012-07-11 | 中国建筑西南勘察设计研究院有限公司 | Composite supporting structure of drainage pipe pile and soil nailing wall |
-
2011
- 2011-12-10 CN CN2011104087424A patent/CN102425174A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1332296A (en) * | 2001-08-16 | 2002-01-23 | 吕怀民 | Construction process of retaining wall with inner anchoring wall |
| US6939084B2 (en) * | 2002-09-17 | 2005-09-06 | Steven A. Kulchin | Soil nailing system |
| CN2659966Y (en) * | 2003-03-21 | 2004-12-01 | 武汉化工学院 | Ribbed pile vertical arch spraying anchor combined support structure for deep foundation ditch |
| CN201095770Y (en) * | 2007-09-06 | 2008-08-06 | 长业建设集团有限公司 | Embedded single-layer basement wooden pile composite brad wall structure |
| CN101775814A (en) * | 2009-02-20 | 2010-07-14 | 上海强劲基础工程有限公司 | Anti-slip cement soil pile soil blocking structure and construction method thereof |
| CN202323962U (en) * | 2011-12-10 | 2012-07-11 | 中国建筑西南勘察设计研究院有限公司 | Composite supporting structure of drainage pipe pile and soil nailing wall |
Non-Patent Citations (1)
| Title |
|---|
| 泮晓华: "深基坑疏排桩锚与土钉墙水平联合支护数值模拟", 《工程勘察》 * |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104074197A (en) * | 2014-03-20 | 2014-10-01 | 温州大学 | Large-diameter thin-walled tubular pile composite anchor rod type foundation pit support structure and construction method thereof |
| CN104074197B (en) * | 2014-03-20 | 2016-05-04 | 温州大学 | The construction method of large diameter thin wall cylinder stake compound anchor rod-type foundation pit enclosure structure |
| CN108203983A (en) * | 2018-03-02 | 2018-06-26 | 中国五冶集团有限公司 | A kind of deep foundation pit supporting structure and method |
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| C06 | Publication | ||
| PB01 | Publication | ||
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| SE01 | Entry into force of request for substantive examination | ||
| C12 | Rejection of a patent application after its publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20120425 |