CN108104157A - A kind of T-shaped retaining wall - Google Patents
A kind of T-shaped retaining wall Download PDFInfo
- Publication number
- CN108104157A CN108104157A CN201810081309.6A CN201810081309A CN108104157A CN 108104157 A CN108104157 A CN 108104157A CN 201810081309 A CN201810081309 A CN 201810081309A CN 108104157 A CN108104157 A CN 108104157A
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- China
- Prior art keywords
- retaining wall
- earth
- pedestal
- shaped
- support plate
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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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- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims abstract description 25
- 229910001220 stainless steel Inorganic materials 0.000 claims abstract description 10
- 239000010935 stainless steel Substances 0.000 claims abstract description 10
- 230000002787 reinforcement Effects 0.000 claims abstract description 6
- 230000003014 reinforcing effect Effects 0.000 claims description 6
- 229910000831 Steel Inorganic materials 0.000 abstract description 3
- 239000010959 steel Substances 0.000 abstract description 3
- 230000000694 effects Effects 0.000 description 4
- 238000010276 construction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
Landscapes
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The invention discloses a kind of T-shaped retaining walls, including earth-retaining wall, it is characterized in that, the earth-retaining wall bottom is equipped with retaining wall pedestal, the earth-retaining wall is fixedly connected on the one side of the retaining wall pedestal, and earth-retaining wall and the T-shaped structure of retaining wall pedestal, the another side of the retaining wall is equipped with pre-buried mounting portion, pedestal is set along the length direction of the retaining wall pedestal and strengthens support plate, H-type stainless steel is equipped with along earth-retaining wall short transverse, reinforcement support plate is uniformly provided between the earth-retaining wall bottom and earth-retaining wall.A kind of T-shaped retaining wall of the present invention, it is simple in structure, the deformation of cantilever end is controlled by increasing H profile steel sheet pile, increased in supporting depth, the type wall of giving full play to reasonably improves bearing capacity, effectively control deformation, project cost is reduced, makes pattern foundation pit supporting structure safe and reliable.
Description
Technical field
The invention belongs to building facilities technical field, more particularly to a kind of T-shaped retaining wall.
Background technology
Individual retaining wall structure is cantilever support system, with cutting depth increase, it is necessary to increase T-shaped wall section to increase
Add the bearing capacity and rigidity of component, otherwise occur that cantilever beam stress is excessive and the accident that retaining wall collapses occur, and T-shaped is kept off in addition
The reason for cob wall is because of construction technology is unfavorable for cheating interior construction and the protection of hole external environment it is possible that infiltration situation.Therefore,
Using traditional type retaining wall, after depth reaches a certain level, in order to reach the requirement of bearing capacity and control deformation, work
Journey cost can increase sharply, so as to limit the support form use scope.
The content of the invention
The present invention provides a kind of simple in structure, safety economy and the preferable T-shaped retaining wall structure of effect, passes through increase
H profile steel sheet pile controls the deformation of cantilever end, and increased in supporting depth, the type wall of giving full play to reasonably improves carrying energy
Power, effectively control deformation, reduces project cost, makes pattern foundation pit supporting structure safe and reliable.
To achieve the above object, the present invention uses following technical proposals.
A kind of T-shaped retaining wall, including earth-retaining wall, the earth-retaining wall bottom is equipped with retaining wall pedestal, the retaining wall
Body is fixedly connected on the one side of the retaining wall pedestal, and earth-retaining wall and retaining wall pedestal are in T shape structures, the retaining wall
Another side be equipped with pre-buried mounting portion, set along the length direction of the retaining wall pedestal pedestal strengthen support plate, along retaining wall
H-type stainless steel is equipped in body short transverse, reinforcement support plate is uniformly provided between the earth-retaining wall bottom and earth-retaining wall.
Further, it is stainless steel reinforcing mat that the pedestal, which strengthens support plate,.
Further, the reinforcement support plate is embedded with stainless steel reinforcing mat.
Further, it is equipped with deformation joint along the length direction of the earth-retaining wall.
Further, the earth-retaining wall is formed with retaining wall pedestal for concreting.
Beneficial effects of the present invention are：A kind of T-shaped retaining wall of the present invention, it is simple in structure, by increasing H profile steel
Sheet pile controls the deformation of cantilever end, and increased in supporting depth, the type wall of giving full play to reasonably improves bearing capacity, has
Effect control deformation, reduces project cost, makes pattern foundation pit supporting structure safe and reliable.
Description of the drawings
Fig. 1 is a kind of front view of T-shaped retaining wall of the present invention.
Fig. 2 is a kind of structure diagram of T-shaped retaining wall of the present invention.
Specific embodiment
The technique effect of the design of the present invention, concrete structure and generation is carried out below with reference to embodiment and attached drawing clear
Chu is fully described by, to be completely understood by the purpose of the present invention, feature and effect.Obviously, described embodiment is this hair
Bright part of the embodiment rather than whole embodiments, based on the embodiment of the present invention, those skilled in the art is not paying
The other embodiment obtained on the premise of creative work, belongs to the scope of protection of the invention.In addition, be previously mentioned in text
All connection/connection relations not singly refer to component and directly connect, and refer to be added deduct by adding according to specific implementation situation
Few couple auxiliary, to form more preferably coupling structure.Each technical characteristic in the invention, in not conflicting conflict
Under the premise of can be with combination of interactions.
With reference to Fig. 1~Fig. 2, a kind of T-shaped retaining wall, including earth-retaining wall 2,2 bottom of earth-retaining wall is equipped with retaining wall
Pedestal 1, the earth-retaining wall 2 is fixedly connected on the one side of the retaining wall pedestal 1, and earth-retaining wall 2 is in retaining wall pedestal 1
T-shaped structure, the another side of the retaining wall are equipped with pre-buried mounting portion 4, bottom are set along the length direction of the retaining wall pedestal 1
Seat strengthens support plate 3, and H-type stainless steel 5,2 bottom of earth-retaining wall and earth-retaining wall are equipped with along 2 short transverse of earth-retaining wall
It is uniformly provided between 2 and strengthens support plate 6.
Further, it is stainless steel reinforcing plate that the pedestal, which strengthens support plate 3,.
Further, the reinforcement support plate 6 is embedded with stainless steel reinforcing mat.
Further, it is equipped with deformation joint 7 along the length direction of the earth-retaining wall 2.
Further, the earth-retaining wall 2 is formed with retaining wall pedestal 1 for concreting.
The better embodiment of the present invention is illustrated above, but the invention is not limited to the implementation
Example, those skilled in the art can also make a variety of equivalent modifications on the premise of without prejudice to spirit of the invention or replace
It changes, these equivalent modifications or replacement are all contained in the application claim limited range.
Claims (5)
1. a kind of T-shaped retaining wall, including earth-retaining wall, which is characterized in that the earth-retaining wall bottom is equipped with retaining wall pedestal, institute
The one side that earth-retaining wall is fixedly connected on the retaining wall pedestal, and earth-retaining wall and the T-shaped structure of retaining wall pedestal are stated, it is described
The another side of retaining wall is equipped with pre-buried mounting portion, and pedestal is set along the length direction of the retaining wall pedestal and strengthens support plate, edge
H-type stainless steel is equipped in earth-retaining wall short transverse, reinforcement branch is uniformly provided between the earth-retaining wall bottom and earth-retaining wall
Fagging.
2. a kind of T-shaped retaining wall according to claim 1, which is characterized in that it is stainless steel that the pedestal, which strengthens support plate,
Reinforcing mat.
3. a kind of T-shaped retaining wall according to claim 1, which is characterized in that the reinforcement support plate is embedded with stainless steel
Reinforcing mat.
4. a kind of T-shaped retaining wall according to claim 1, which is characterized in that set along the length direction of the earth-retaining wall
There is deformation joint.
5. a kind of T-shaped retaining wall according to claim 1, which is characterized in that the earth-retaining wall is with retaining wall pedestal
Concreting forms.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810081309.6A CN108104157A (en) | 2018-01-26 | 2018-01-26 | A kind of T-shaped retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810081309.6A CN108104157A (en) | 2018-01-26 | 2018-01-26 | A kind of T-shaped retaining wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108104157A true CN108104157A (en) | 2018-06-01 |
Family
ID=62220486
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810081309.6A Pending CN108104157A (en) | 2018-01-26 | 2018-01-26 | A kind of T-shaped retaining wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108104157A (en) |
Citations (21)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR200211306Y1 (en) * | 2000-06-01 | 2001-01-15 | 구민세 | Prefabricated Retaining Wall Structure Using Preflex Composite Beam |
| KR20040050137A (en) * | 2002-12-09 | 2004-06-16 | 주식회사 스마텍엔지니어링 | Panel Assembly A Breast Wall to increase supporting power |
| KR100634726B1 (en) * | 2005-04-19 | 2006-10-16 | (주)한국건설공법 | Form system for construction of underground slab and method for constructing underground slab and breast wall using the same |
| CN201330392Y (en) * | 2008-12-23 | 2009-10-21 | 王银 | Strengthened type H-shaped steel sheet pile |
| JP2011099252A (en) * | 2009-11-06 | 2011-05-19 | Ps Mitsubishi Construction Co Ltd | Retaining wall using precast concrete member |
| JP2013015015A (en) * | 2012-10-25 | 2013-01-24 | Tokyu Construction Co Ltd | Structure and construction method for earth retaining wall |
| CN204626450U (en) * | 2015-05-08 | 2015-09-09 | 中国电建集团贵阳勘测设计研究院有限公司 | Concrete filled steel tube buttress type retaining wall for high fill area |
| CN204626449U (en) * | 2015-05-08 | 2015-09-09 | 中国电建集团贵阳勘测设计研究院有限公司 | A shaped steel concrete cantilever type barricade for high fill district |
| CN204626448U (en) * | 2015-05-08 | 2015-09-09 | 中国电建集团贵阳勘测设计研究院有限公司 | A shaped steel concrete buttress formula barricade for high fill district |
| CN204662493U (en) * | 2015-05-08 | 2015-09-23 | 中国电建集团贵阳勘测设计研究院有限公司 | A steel pipe concrete cantilever type barricade for high fill district |
| KR101559751B1 (en) * | 2015-04-15 | 2015-10-14 | 김기로 | This does not require a retaining wall erected formwork |
| CN205046577U (en) * | 2015-09-24 | 2016-02-24 | 上海市园林工程有限公司 | Simple and easy retaining wall |
| CN205259213U (en) * | 2015-12-11 | 2016-05-25 | 四川农业大学 | Hydraulic engineering keeps off soil structure |
| CN106522269A (en) * | 2016-12-22 | 2017-03-22 | 盐城工学院 | Retaining wall and slope support system |
| KR20170035575A (en) * | 2015-09-23 | 2017-03-31 | 주식회사 금원건설 | Structure of self-stand retaining wall and its installation method |
| CN206204986U (en) * | 2016-09-30 | 2017-05-31 | 赵志欣 | A kind of civil construction retaining wall structure |
| CN206521766U (en) * | 2017-02-27 | 2017-09-26 | 西南石油大学 | A kind of composite cantilever formula retaining wall |
| CN206545221U (en) * | 2017-01-06 | 2017-10-10 | 深圳市海景达建筑工程有限公司 | A kind of retaining wall reinforcement structure |
| CN206570840U (en) * | 2017-02-10 | 2017-10-20 | 合肥学院 | Gravity type retaining wall structure formed by waste tires |
| CN206736960U (en) * | 2017-06-01 | 2017-12-12 | 国家电网公司 | Concrete guard wall afforestation equipment and concrete guard wall |
| CN207878501U (en) * | 2018-01-26 | 2018-09-18 | 佛山科学技术学院 | A kind of T shapes retaining wall |
-
2018
- 2018-01-26 CN CN201810081309.6A patent/CN108104157A/en active Pending
Patent Citations (21)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR200211306Y1 (en) * | 2000-06-01 | 2001-01-15 | 구민세 | Prefabricated Retaining Wall Structure Using Preflex Composite Beam |
| KR20040050137A (en) * | 2002-12-09 | 2004-06-16 | 주식회사 스마텍엔지니어링 | Panel Assembly A Breast Wall to increase supporting power |
| KR100634726B1 (en) * | 2005-04-19 | 2006-10-16 | (주)한국건설공법 | Form system for construction of underground slab and method for constructing underground slab and breast wall using the same |
| CN201330392Y (en) * | 2008-12-23 | 2009-10-21 | 王银 | Strengthened type H-shaped steel sheet pile |
| JP2011099252A (en) * | 2009-11-06 | 2011-05-19 | Ps Mitsubishi Construction Co Ltd | Retaining wall using precast concrete member |
| JP2013015015A (en) * | 2012-10-25 | 2013-01-24 | Tokyu Construction Co Ltd | Structure and construction method for earth retaining wall |
| KR101559751B1 (en) * | 2015-04-15 | 2015-10-14 | 김기로 | This does not require a retaining wall erected formwork |
| CN204626448U (en) * | 2015-05-08 | 2015-09-09 | 中国电建集团贵阳勘测设计研究院有限公司 | A shaped steel concrete buttress formula barricade for high fill district |
| CN204662493U (en) * | 2015-05-08 | 2015-09-23 | 中国电建集团贵阳勘测设计研究院有限公司 | A steel pipe concrete cantilever type barricade for high fill district |
| CN204626450U (en) * | 2015-05-08 | 2015-09-09 | 中国电建集团贵阳勘测设计研究院有限公司 | Concrete filled steel tube buttress type retaining wall for high fill area |
| CN204626449U (en) * | 2015-05-08 | 2015-09-09 | 中国电建集团贵阳勘测设计研究院有限公司 | A shaped steel concrete cantilever type barricade for high fill district |
| KR20170035575A (en) * | 2015-09-23 | 2017-03-31 | 주식회사 금원건설 | Structure of self-stand retaining wall and its installation method |
| CN205046577U (en) * | 2015-09-24 | 2016-02-24 | 上海市园林工程有限公司 | Simple and easy retaining wall |
| CN205259213U (en) * | 2015-12-11 | 2016-05-25 | 四川农业大学 | Hydraulic engineering keeps off soil structure |
| CN206204986U (en) * | 2016-09-30 | 2017-05-31 | 赵志欣 | A kind of civil construction retaining wall structure |
| CN106522269A (en) * | 2016-12-22 | 2017-03-22 | 盐城工学院 | Retaining wall and slope support system |
| CN206545221U (en) * | 2017-01-06 | 2017-10-10 | 深圳市海景达建筑工程有限公司 | A kind of retaining wall reinforcement structure |
| CN206570840U (en) * | 2017-02-10 | 2017-10-20 | 合肥学院 | Gravity type retaining wall structure formed by waste tires |
| CN206521766U (en) * | 2017-02-27 | 2017-09-26 | 西南石油大学 | A kind of composite cantilever formula retaining wall |
| CN206736960U (en) * | 2017-06-01 | 2017-12-12 | 国家电网公司 | Concrete guard wall afforestation equipment and concrete guard wall |
| CN207878501U (en) * | 2018-01-26 | 2018-09-18 | 佛山科学技术学院 | A kind of T shapes retaining wall |
Non-Patent Citations (2)
| Title |
|---|
| 崔俊杰;韩志霞;: "排桩挡土墙的设计及有关问题探讨", 铁道标准设计, no. 11 * |
| 李祥: "加筋水泥土地下连续墙在深基坑支护工程中的应用", 江苏建筑, no. 04 * |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180601 |