CN103437376A - Sidewall retaining structure of basement - Google Patents
Sidewall retaining structure of basement Download PDFInfo
- Publication number
- CN103437376A CN103437376A CN2013103963745A CN201310396374A CN103437376A CN 103437376 A CN103437376 A CN 103437376A CN 2013103963745 A CN2013103963745 A CN 2013103963745A CN 201310396374 A CN201310396374 A CN 201310396374A CN 103437376 A CN103437376 A CN 103437376A
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- steel plate
- wall
- sidewall
- basement
- wall body
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Abstract
The invention discloses a sidewall retaining structure of a basement. The sidewall retaining structure of the basement comprises a wall body, wherein an underground continuous wall is arranged at the bottom of the wall body; a retaining steel plate is arranged on the top of the wall body; a tie steel plate is arranged on the surface of the retaining steel plate; a protective bar is arranged on the surface of the tie steel plate; two wall surface reinforcement bars are arranged at the middle part of the wall body; two stiffening piles are arranged between the wall surface reinforcement bars; a cast-in-place pile is arranged between the stiffening piles. The sidewall retaining structure of the basement has the advantages that the pressure bearing capability of the wall body is improved, wall body collapse and other damage caused by backfill soil under side pressure can be effectively prevented, and the installation space is not limited and construction can be carried out conveniently.
Description
Technical field
The present invention relates to a kind of soil-baffling structure, particularly a kind of sidewall of basement soil-baffling structure.
Background technology
For preventing the factors such as concrete structure is subject to temperature or immerge is inhomogeneous impact, usually integrally-built body of wall is divided into to two sections, reserved temporary construction seam between two sections bodies of wall, treat that two sections bodies of wall are through after expanding with heat and contract with cold or being deposited to cardinal temperature, by two sections bodies of wall, at temporary construction seam place, build in aggregates again, especially underground is very common, general soil-baffling structure need to arrange shaped steel in deep-mixed pile, combination together with diaphragm wall, bored pile, constructional difficulties so not only, and construction cost significantly improves.
Summary of the invention
Purpose of the present invention just is to provide a kind of sidewall of basement soil-baffling structure, can address the above problem fully.
To achieve these goals, the technical solution used in the present invention is such: sidewall of basement soil-baffling structure of the present invention, comprise body of wall, and the body of wall bottom is provided with diaphragm wall, the body of wall top is provided with the native steel plate of gear, keep off native surface of steel plate and be provided with the drawknot steel plate, the drawknot surface of steel plate is provided with guard strip, and the body of wall middle part is provided with the metope reinforcement bar, the metope reinforcement bar is two, be provided with stiffening pile between its metope reinforcement bar, stiffening pile is two, between its stiffening pile, is provided with castinplace pile.
As preferably, in described stiffening pile, be provided with steel mesh reinforcement.
As preferably, described guard strip adopts Steel material to make.
As preferably, all adopt welding between the native steel plate of described gear, drawknot steel plate and backplate.
Compared with prior art, the invention has the advantages that: this sidewall of basement soil-baffling structure has improved the ability that body of wall bears pressure, the body of wall that can effectively prevent backfill to cause under side pressure collapses and other damages, and installing space is unrestricted simultaneously, constructability.
The accompanying drawing explanation
Fig. 1 is structural representation of the present invention.
The specific embodiment
Below in conjunction with accompanying drawing, the invention will be further described.
Referring to Fig. 1, sidewall of basement soil-baffling structure of the present invention, comprise body of wall 1, body of wall 1 bottom is provided with diaphragm wall 9, body of wall 1 top is provided with the native steel plate 2 of gear, keep off native steel plate 2 surfaces and be provided with drawknot steel plate 3, drawknot steel plate 3 surfaces are provided with guard strip 4, body of wall 1 middle part is provided with metope reinforcement bar 5, metope reinforcement bar 5 is two, be provided with stiffening pile 6 between its metope reinforcement bar 5, stiffening pile 6 is two, be provided with castinplace pile 7 between its stiffening pile 6, be provided with steel mesh reinforcement 8 in described stiffening pile 6, described guard strip 4 adopts Steel material to make, the native steel plate 2 of described gear, all adopt welding between drawknot steel plate 3 and backplate 4.
This sidewall of basement soil-baffling structure has improved the ability that body of wall bears pressure, and the body of wall that can effectively prevent backfill to cause under side pressure collapses and other damages, and installing space is unrestricted simultaneously, constructability.Be provided with steel mesh reinforcement 8 in stiffening pile 6, there is good support performance; Guard strip 4 adopts Steel material to make, and structural performance is better, has good barrier propterty; Keep off between native steel plate 2, drawknot steel plate 3 and backplate 4 and all adopt welding, bearing capacity is stronger, and switching performance is more stable.
Claims (4)
1. a sidewall of basement soil-baffling structure, comprise body of wall, it is characterized in that: the body of wall bottom is provided with diaphragm wall, and the body of wall top is provided with the native steel plate of gear, keeps off native surface of steel plate and is provided with the drawknot steel plate, the drawknot surface of steel plate is provided with guard strip, the body of wall middle part is provided with the metope reinforcement bar, and the metope reinforcement bar is two, between its metope reinforcement bar, is provided with stiffening pile, stiffening pile is two, between its stiffening pile, is provided with castinplace pile.
2. sidewall of basement soil-baffling structure according to claim 1, is characterized in that: in described stiffening pile, be provided with steel mesh reinforcement.
3. sidewall of basement soil-baffling structure according to claim 1 is characterized in that: described guard strip adopts Steel material to make.
4. sidewall of basement soil-baffling structure according to claim 1, is characterized in that: all adopt welding between the native steel plate of described gear, drawknot steel plate and backplate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013103963745A CN103437376A (en) | 2013-09-04 | 2013-09-04 | Sidewall retaining structure of basement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013103963745A CN103437376A (en) | 2013-09-04 | 2013-09-04 | Sidewall retaining structure of basement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103437376A true CN103437376A (en) | 2013-12-11 |
Family
ID=49691085
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013103963745A Pending CN103437376A (en) | 2013-09-04 | 2013-09-04 | Sidewall retaining structure of basement |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103437376A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105604180A (en) * | 2016-03-15 | 2016-05-25 | 华若延 | Underground building construction method |
| CN105625468A (en) * | 2016-03-15 | 2016-06-01 | 华若延 | Underground building |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2010270442A (en) * | 2009-05-19 | 2010-12-02 | Kajima Corp | Method for constructing underground wall body, and the underground wall body |
| CN202370010U (en) * | 2011-12-16 | 2012-08-08 | 中建四局第一建筑工程有限公司 | Post-cast strip structure |
| CN203022030U (en) * | 2012-12-07 | 2013-06-26 | 中建四局第五建筑工程有限公司 | Retaining structure of basement side wall post-pouring joint |
| CN203429663U (en) * | 2013-09-04 | 2014-02-12 | 苏州罗兰机电设备有限公司 | Basement side wall earth-retaining structure |
-
2013
- 2013-09-04 CN CN2013103963745A patent/CN103437376A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2010270442A (en) * | 2009-05-19 | 2010-12-02 | Kajima Corp | Method for constructing underground wall body, and the underground wall body |
| CN202370010U (en) * | 2011-12-16 | 2012-08-08 | 中建四局第一建筑工程有限公司 | Post-cast strip structure |
| CN203022030U (en) * | 2012-12-07 | 2013-06-26 | 中建四局第五建筑工程有限公司 | Retaining structure of basement side wall post-pouring joint |
| CN203429663U (en) * | 2013-09-04 | 2014-02-12 | 苏州罗兰机电设备有限公司 | Basement side wall earth-retaining structure |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105604180A (en) * | 2016-03-15 | 2016-05-25 | 华若延 | Underground building construction method |
| CN105625468A (en) * | 2016-03-15 | 2016-06-01 | 华若延 | Underground building |
| CN105604180B (en) * | 2016-03-15 | 2018-04-24 | 广西华利达建筑有限公司 | A kind of construction method of underground structure |
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|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20131211 |