CN108560567A - A kind of assembled reinforcing bar support bee nest ground-connecting-wall - Google Patents
A kind of assembled reinforcing bar support bee nest ground-connecting-wall Download PDFInfo
- Publication number
- CN108560567A CN108560567A CN201810721759.7A CN201810721759A CN108560567A CN 108560567 A CN108560567 A CN 108560567A CN 201810721759 A CN201810721759 A CN 201810721759A CN 108560567 A CN108560567 A CN 108560567A
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- CN
- China
- Prior art keywords
- steel
- wall
- reinforcing bar
- skeleton
- support
- 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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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/02—Foundation pits
- E02D17/04—Bordering surfacing or stiffening the sides of foundation pits
-
- 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
- E02D5/20—Bulkheads or similar walls made of prefabricated parts and concrete, including reinforced concrete, in situ
Abstract
A kind of assembled reinforcing bar support bee nest ground-connecting-wall of the present invention, it is included in half dry wall that factory pours completion in advance, half dry wall includes the steel skeleton of centrally disposed part, the bar-mat reinforcement being set in outside steel skeleton and the concrete being cast in outside steel skeleton and bar-mat reinforcement；The steel skeleton is made of the support construction of two adjacent I-steel of multiple I-steel and connection；After the completion of half dry wall pours, the bar-mat reinforcement and steel skeleton of end are in exposed state；I-steel web is equipped with multiple through-holes, and through-hole runs through the web of I-steel, and multiple through-holes are in cellular setting, and spool is equipped with away in through-hole, are not only convenient for pipeline from walking in spool to pass through, but also prevent from blocking hole when concreting.This ground-connecting-wall, which can be reduced, to be poured curing time, reduces site environment pollution, shortens the construction period, and be effectively protected pipeline passing through without any confusion, has preferable anti-seismic performance.Especially when applied to road engineering, the construction time is short, is influenced on city normal traffic small.
Description
Technical field
The present invention relates to technical field of civil engineering, and in particular to a kind of assembled reinforcing bar support bee nest ground-connecting-wall.
Background technology
Diaphram wall is the preferred structure type of Construction of Deep Foundation and deep foundation pit support, plays protection foundation pit and periphery peace
Full effect.And with small vibration when construction of diaphragm wall, low noise, it is suitable for construction in urban architecture close quarters；Wall
Rigidity is big, and barrier performance is good, in extensive use from all parts of the world.But the structure type of current diaphram wall is scene
Casting concrete structure, construction technology include mainly：It is slotted in underground using machinery, using mud off, floor manufacture steel
Muscle cage, transfers steel reinforcement cage, the casting concrete into slot, and diaphram wall of constructing paragraph by paragraph forms closed annular subterranean wall.It is existing
The shortcomings that diaphram wall constructed under technical conditions is difficult to overcome there is some, one is pouring coagulation in mud ditch
Soil, the quality of concrete be not easy to ensure, the water resistance of wall is poor；Followed by construction environment is poor, especially the processing of mud
Not yet effective technological means, is affected to the environment on place and periphery.In addition, its construction period is longer, especially when quasi-
When being positioned next to the big road of the magnitude of traffic flow of building, construction of breaking off a friendship will block the traffic operation for a long time.
Invention content
In order to solve the above technical problems, the object of the present invention is to provide a kind of assembled reinforcing bar support bee nest ground-connecting-wall, this
Ground-connecting-wall can preferably reduce curing time, high degree reduces site environment pollution, shorten the construction period, and be effectively protected
Pipeline passing through without any confusion has preferable anti-seismic performance.
The present invention provides a kind of assembled reinforcing bar support bee nest ground-connecting-wall, is included in factory and pours the half prefabricated of completion in advance
Wall, half dry wall includes the steel skeleton of centrally disposed part, the bar-mat reinforcement that is set in outside steel skeleton and is cast in steel
Concrete outside skeleton and bar-mat reinforcement；The steel skeleton is by multiple I-steel and the support construction group for connecting two adjacent I-steel
At；After the completion of half dry wall pours, the bar-mat reinforcement and steel skeleton of both ends part are in exposed state；On the I-steel web
Equipped with multiple through-holes, through-hole runs through the web of the I-steel, and multiple through-holes are in cellular setting, and cabling is equipped in through-hole
Pipe.
In the assembled reinforcing bar support bee nest ground-connecting-wall of the present invention, multigroup support knot is welded between two adjacent I-steel
Structure, every group of support construction are made of steel plate, steel pipe or Steel section member, and adjacent two component in every group of support construction is in up-side down triangle
Setting, plays the role of connection and support.
In the assembled reinforcing bar support bee nest ground-connecting-wall of the present invention, it is described walk spool length not less than half dry wall
Thickness.
The present invention assembled reinforcing bar support bee nest ground-connecting-wall in, it is described walk spool be steel pipe, pvc pipe or PE pipe.
A kind of assembled reinforcing bar support bee nest ground-connecting-wall of the present invention is half prefabricated components, internal to be punched using I-steel
Mode, be reserved with multiple honeycomb holes, pipeline can be passed through from honeycomb hole without bypassing foundation pit removal pipeline.Meanwhile scene
After lifting is in place, it need to only be closed in the cast-in-place part concrete in the exposed junction of adjacent two wall steel bars net and steel skeleton,
It is easy for construction, and largely shorten the construction period.The configuration of the present invention is simple, it is highly practical, the duration is saved, is reduced to environment not
Necessity pollution, has preferable anti-seismic performance.Especially when applied to road engineering, the construction time is short, normally hands over city
Logical influence is small.
Description of the drawings
Fig. 1 is a kind of sectional view of assembled reinforcing bar support bee nest ground-connecting-wall of the present invention.
Specific implementation mode
As shown in Figure 1, a kind of assembled reinforcing bar support bee nest ground-connecting-wall of the present invention, is included in factory and pours completion in advance
Half dry wall, half dry wall includes the steel skeleton of centrally disposed part, the bar-mat reinforcement 2 that is set in outside steel skeleton and
The concrete 3 being cast in outside steel skeleton and bar-mat reinforcement 2.The steel skeleton is by two adjacent I-steel 1 of multiple I-steel 1 and connection
Support construction 5 form.After the completion of half dry wall pours, the bar-mat reinforcement and steel skeleton of both ends part are in exposed state；Institute
The web for stating I-steel 1 is equipped with multiple through-holes 4, and through-hole 4 runs through the web of the I-steel 1, and multiple through-holes 4 are set in cellular
It sets, spool is equipped with away in through-hole 4.It walks spool securely to connect with the web of I-steel 1, both walked spool from it convenient for underground utilities
Inside pass through；It prevents from blocking hole when concreting again.
When it is implemented, being reserved with multiple through-holes 4, multiple through-hole settings on the web of I-steel 1 by hole knockout
At cellular, cabling pipe is inserted into before pouring in through-hole 4, it is securely connect with the web of I-steel 1.Walk the length of spool not
Less than the thickness of half dry wall, not only walked in spool to pass through from it convenient for underground utilities, is effectively protected underground utilities, but also can prevent
Through-hole 4 is blocked when concreting.
When it is implemented, being welded with multigroup support construction 5 between two adjacent I-steel 1, every group of support construction 5 is adjacent two
It is arranged in up-side down triangle between I-steel 1, plays support and connection function, intentinonally connect the overall stability and rigidity of wall construction.
When it is implemented, every group of support construction 5 can be made of the component of the forms such as steel plate, steel pipe, shaped steel.
When it is implemented, it is described walk spool can be used steel pipe, pvc pipe or PE pipes etc. with certain toughness, crushing resistance, anti-corruption
Corrosion pipe.
The foregoing is merely presently preferred embodiments of the present invention, the thought being not intended to limit the invention, all the present invention's
Within spirit and principle, any modification, equivalent replacement, improvement and so on should all be included in the protection scope of the present invention.
Claims (4)
1. a kind of assembled reinforcing bar support bee nest ground-connecting-wall, which is characterized in that be included in factory and pour the half prefabricated of completion in advance
Wall, half dry wall includes the steel skeleton of centrally disposed part, the bar-mat reinforcement that is set in outside steel skeleton and is cast in steel
Concrete outside skeleton and bar-mat reinforcement；The steel skeleton is by multiple I-steel and the support construction group for connecting two adjacent I-steel
At；After the completion of half dry wall pours, the bar-mat reinforcement and steel skeleton of both ends part are in exposed state；On the I-steel web
Equipped with multiple through-holes, through-hole runs through the web of the I-steel, and multiple through-holes are in cellular setting, and cabling is equipped in through-hole
Pipe.
2. assembled reinforcing bar support bee nest ground-connecting-wall as described in claim 1, which is characterized in that welded between two adjacent I-steel
It is connected to multigroup support construction, every group of support construction is made of steel plate, steel pipe or Steel section member, and adjacent two in every group of support construction
Component is arranged in up-side down triangle, plays the role of connection and support.
3. assembled reinforcing bar support bee nest ground-connecting-wall as described in claim 1, which is characterized in that it is described walk spool length not
Less than the thickness of half dry wall.
4. assembled reinforcing bar support bee nest ground-connecting-wall as described in claim 1, which is characterized in that it is described walk spool be steel pipe,
Pvc pipe or PE pipes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810721759.7A CN108560567A (en) | 2018-07-04 | 2018-07-04 | A kind of assembled reinforcing bar support bee nest ground-connecting-wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810721759.7A CN108560567A (en) | 2018-07-04 | 2018-07-04 | A kind of assembled reinforcing bar support bee nest ground-connecting-wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108560567A true CN108560567A (en) | 2018-09-21 |
Family
ID=63555144
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810721759.7A Pending CN108560567A (en) | 2018-07-04 | 2018-07-04 | A kind of assembled reinforcing bar support bee nest ground-connecting-wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108560567A (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103132649A (en) * | 2013-03-13 | 2013-06-05 | 广西大学 | Steel box girder matched with cellular steel web plate |
| CN103498533A (en) * | 2013-10-22 | 2014-01-08 | 湖北弘毅建设有限公司 | Prestressed H-shaped steel reinforced concrete superposed beam |
| CN105113691A (en) * | 2015-09-02 | 2015-12-02 | 天津市奥联特钢结构安装工程有限公司 | Movable house floor with pipelines |
| CN205776160U (en) * | 2016-05-31 | 2016-12-07 | 余巍 | A kind of underground connection wall structure |
| CN206267355U (en) * | 2016-12-15 | 2017-06-20 | 北京智慧云建科技有限公司 | A kind of steel concrete Core Walls Structure shear wall |
| CN107386269A (en) * | 2017-08-08 | 2017-11-24 | 中铁隧道集团二处有限公司 | A kind of Two bors d's oeuveres I-shaped steel joint construction method for ultra-deep underground continuous wall |
| CN107435334A (en) * | 2017-09-10 | 2017-12-05 | 沈阳建筑大学 | The horizontally-spliced structure of coercion underground continuous wall and its construction method |
| CN207062979U (en) * | 2017-05-26 | 2018-03-02 | 河北铁建工程有限公司 | Parados after a kind of |
-
2018
- 2018-07-04 CN CN201810721759.7A patent/CN108560567A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103132649A (en) * | 2013-03-13 | 2013-06-05 | 广西大学 | Steel box girder matched with cellular steel web plate |
| CN103498533A (en) * | 2013-10-22 | 2014-01-08 | 湖北弘毅建设有限公司 | Prestressed H-shaped steel reinforced concrete superposed beam |
| CN105113691A (en) * | 2015-09-02 | 2015-12-02 | 天津市奥联特钢结构安装工程有限公司 | Movable house floor with pipelines |
| CN205776160U (en) * | 2016-05-31 | 2016-12-07 | 余巍 | A kind of underground connection wall structure |
| CN206267355U (en) * | 2016-12-15 | 2017-06-20 | 北京智慧云建科技有限公司 | A kind of steel concrete Core Walls Structure shear wall |
| CN207062979U (en) * | 2017-05-26 | 2018-03-02 | 河北铁建工程有限公司 | Parados after a kind of |
| CN107386269A (en) * | 2017-08-08 | 2017-11-24 | 中铁隧道集团二处有限公司 | A kind of Two bors d's oeuveres I-shaped steel joint construction method for ultra-deep underground continuous wall |
| CN107435334A (en) * | 2017-09-10 | 2017-12-05 | 沈阳建筑大学 | The horizontally-spliced structure of coercion underground continuous wall and its construction method |
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