CN107034913A - Retaining wall structure - Google Patents
Retaining wall structure Download PDFInfo
- Publication number
- CN107034913A CN107034913A CN201710367591.XA CN201710367591A CN107034913A CN 107034913 A CN107034913 A CN 107034913A CN 201710367591 A CN201710367591 A CN 201710367591A CN 107034913 A CN107034913 A CN 107034913A
- Authority
- CN
- China
- Prior art keywords
- building enclosure
- cover plate
- retaining wall
- wall structure
- extended
- 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
Links
- 229910000831 Steel Inorganic materials 0.000 claims description 10
- 239000010959 steel Substances 0.000 claims description 10
- 238000009412 basement excavation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification 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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/02—Sheet piles or sheet pile bulkheads
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/18—Bulkheads or similar walls made solely of concrete in situ
Landscapes
- Engineering & Computer Science (AREA)
- Structural 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)
- Environmental & Geological Engineering (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention discloses a kind of retaining wall structure, including building enclosure, the outer surface of cupular part of the building enclosure extends outwardly and has cover plate, the cover plate is extended on the inside of building enclosure, part that cover plate is extended on the inside of building enclosure is joined integrally to have bearing of trend is directed downwardly to buckle beam, and the bottom surface of button beam protrudes from the bottom surface of building enclosure.The retaining wall structure of the present invention causes structure more to consolidate, and the ability to bear for external force is bigger.
Description
Technical field
The present invention relates to building structure technology field, more particularly to a kind of retaining wall structure.
Background technology
Foundation ditch is before excavation, it usually needs set up building enclosure, and to reach earth-retaining, the purpose of dash, building enclosure can
In the form of being diaphragm wall, steel panel or mixing pile, the top of building enclosure is provided with cover plate, and the end of cover plate is directly with going along with sb. to guard him knot
Structure overlaps and is combined as a whole, without enhancing structure at the top of building enclosure so that integrally-built steadiness compared with
Difference, the ability to bear for external force is weaker.
The content of the invention
It is an object of the invention to provide a kind of retaining wall structure so that structure is more consolidated, for the ability to bear of external force
It is bigger.
To achieve the above object, the present invention provides a kind of retaining wall structure, including building enclosure, the top of the building enclosure
Portion outer surface, which extends outwardly, cover plate, and the cover plate is extended on the inside of building enclosure, the portion that cover plate is extended on the inside of building enclosure
Point joined integrally to have bearing of trend button beam directed downwardly, the bottom surface of button beam protrudes from the bottom surface of building enclosure.
As a further improvement on the present invention, the cover plate is connected with vertical steel pipe, and the lower end of the vertical steel pipe is fixed
In ground.
As a further improvement on the present invention, the building enclosure is steel panel, diaphragm wall or mixing pile.
Compared with prior art, retaining wall structure of the invention has the beneficial effect that：
(1) above-mentioned button beam is used, cover plate can be made to be combined with building enclosure and more consolidated so that overall structure is more consolidated,
Ability to bear for external force is bigger.
By following description and with reference to accompanying drawing, the present invention will become more fully apparent, and these accompanying drawings are used to explain the present invention
Embodiment.
Brief description of the drawings
Fig. 1 is that cover plate buckles beam drawing.
Embodiment
Element numbers similar in embodiments of the invention, accompanying drawing, which are described, with reference now to accompanying drawing represents similar element.
Fig. 1 is refer to, described retaining wall structure includes building enclosure 1, and the outer surface of cupular part of the building enclosure 1 is outwardly
Cover plate 2 is extended with, the cover plate 2 extends to the inner side of building enclosure 1, and the part that cover plate 2 extends to the inner side of building enclosure 1 is integrally tied
Conjunction has bearing of trend button beam 3 directed downwardly, and the bottom surface of button beam 3 protrudes from the bottom surface of building enclosure 1.The cover plate 2 is connected with vertically
Steel pipe 4, the lower end of the vertical steel pipe 4 is fixed in ground.The building enclosure 1 is steel panel, diaphragm wall or mixing pile.
Employ after said structure, may be such that building enclosure 1 is more consolidated, the ability to bear for external force is bigger.
Above in association with most preferred embodiment, invention has been described, but the invention is not limited in implementation disclosed above
Example, and modification, equivalent combinations that the various essence according to the present invention are carried out should be covered.
Claims (3)
1. a kind of retaining wall structure, including building enclosure, it is characterised in that：The outer surface of cupular part of the building enclosure extends outwardly
There is cover plate, the cover plate is extended on the inside of building enclosure, and the part that cover plate is extended on the inside of building enclosure is joined integrally extension
The button beam being directed downward, the bottom surface of button beam protrudes from the bottom surface of building enclosure.
2. retaining wall structure as claimed in claim 1, it is characterised in that：The cover plate is connected with vertical steel pipe, described vertical
The lower end of steel pipe is fixed in ground.
3. retaining wall structure as claimed in claim 1 or 2, it is characterised in that：The building enclosure be steel panel, diaphragm wall or
Mixing pile.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710367591.XA CN107034913A (en) | 2017-05-23 | 2017-05-23 | Retaining wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710367591.XA CN107034913A (en) | 2017-05-23 | 2017-05-23 | Retaining wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107034913A true CN107034913A (en) | 2017-08-11 |
Family
ID=59539710
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710367591.XA Pending CN107034913A (en) | 2017-05-23 | 2017-05-23 | Retaining wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107034913A (en) |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5308195A (en) * | 1993-02-12 | 1994-05-03 | The Reinforced Earth Company | Coping construction for a retaining wall |
| CN102605792A (en) * | 2012-03-16 | 2012-07-25 | 浙江理工大学 | Multi-row mini-pile enclosing structure for blocking soil and construction process |
| CN206736959U (en) * | 2017-05-23 | 2017-12-12 | 梁美欣 | Retaining wall structure |
-
2017
- 2017-05-23 CN CN201710367591.XA patent/CN107034913A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5308195A (en) * | 1993-02-12 | 1994-05-03 | The Reinforced Earth Company | Coping construction for a retaining wall |
| CN102605792A (en) * | 2012-03-16 | 2012-07-25 | 浙江理工大学 | Multi-row mini-pile enclosing structure for blocking soil and construction process |
| CN206736959U (en) * | 2017-05-23 | 2017-12-12 | 梁美欣 | Retaining wall structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20170811 |