CN206128082U - Foundation fit base plate or floor slab rebar wear transform structure of shaped steel stand - Google Patents
Foundation fit base plate or floor slab rebar wear transform structure of shaped steel stand Download PDFInfo
- Publication number
- CN206128082U CN206128082U CN201621134144.7U CN201621134144U CN206128082U CN 206128082 U CN206128082 U CN 206128082U CN 201621134144 U CN201621134144 U CN 201621134144U CN 206128082 U CN206128082 U CN 206128082U
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- China
- Prior art keywords
- shaped steel
- column
- steel column
- base plate
- upper bracket
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Abstract
The utility model discloses a foundation fit base plate or floor slab rebar wear transform structure of shaped steel stand aims at providing the abutment pressure that can guarantee that the shaped steel stand bears, and the reinforcing bar that can make foundation fit base plate or floor again can pass the transform structure of shaped steel stand according to the design position. It is including setting up the shaped steel stand in the foundation ditch, be equipped with the stand bridgeware corresponding with foundation fit base plate on the shaped steel stand, this stand bridgeware includes the upper bracket, lie in the lower carriage of upper bracket below and connect the member of upper bracket and lower carriage, the upper bracket links to each other with the welding of shaped steel stand, the lower carriage links to each other with the welding of shaped steel stand.
Description
Technical field
The utility model is related to foundation pit construction field, and in particular to a kind of base plate of foundation pit or floor bar wear shaped steel column
Transformational structure.
Background technology
The internal support of foundation pit beam of building foundation pit（It is for example horizontal to supportting beam）Need to set up support post in construction, pass through
Support post is supporting the vertical load of internal support of foundation pit beam.Shaped steel column is a kind of support post conventional at present, and shaped steel stands
In the foundation soil of the lower end insertion bottom of foundation ditch of post, the top of shaped steel column arranges and supports bracket to be used to support internal support of foundation pit
Beam.
Excavation of foundation pit on earth after, the base plate or floor of building foundation pit（It is such as multi-storey basement, in addition to base plate, Shang Youlou
Plate）Reinforcing bar in erection（Including the beam in base plate or floor reinforcing bar in erection）Shaped steel column can be run into.For this
Situation, is generally processed at present using following two modes：Mode one, the shaped steel column for meeting is removed, and retains complete reinforcing bar
Although laying, which ensure that the reinforcing steel bar laying of base plate or floor is complete, but removes shaped steel column and can cause internal support of foundation pit
The support strength of beam is reduced, and affects stability, the security of internal support of foundation pit beam；Mode two, by the base plate for meeting or floor
Bar cutting, conservative steel column；Although which ensure that the support pressure that shaped steel column bears, but which reduce base plate or
The bulk strength of the reinforcing bar of floor.
Utility model content
The purpose of this utility model is to overcome the deficiencies in the prior art, there is provided one kind can either ensure shaped steel
The support pressure that column bears, so as to ensure the support strength to internal support of foundation pit beam；Base plate of foundation pit or floor can be made again
Reinforcing bar can be according to design attitude pass-through steel column, so as to the foundation ditch bottom that the reinforcing bar for ensureing base plate of foundation pit or floor is completely laid
Plate or floor bar wear the transformational structure of shaped steel column.
The technical solution of the utility model is：
A kind of base plate of foundation pit reinforcing bar wears the shaped steel column that the transformational structure of shaped steel column includes being arranged in foundation ditch, the type
Steel column is provided with the column bridgeware corresponding with base plate of foundation pit, and the column bridgeware is including upper bracket, under upper bracket
The lower carriage of side and the connecting rod of connection upper bracket and lower carriage, the upper bracket is weldingly connected with shaped steel column, it is described under
Support is weldingly connected with shaped steel column.
The base plate of foundation pit reinforcing bar of this programme wears the transformational structure of shaped steel column can either ensure the support that shaped steel column bears
Pressure, so as to ensure the support strength to internal support of foundation pit beam；The reinforcing bar of base plate of foundation pit can be enable again according to design attitude
Pass-through steel column, so as to the reinforcing bar for ensureing base plate of foundation pit is completely laid.
Preferably, the tip height of column bridgeware is high with base plate of foundation pit top mark flush or above base plate of foundation pit top mark
Height, the column bridgeware bottom height with base plate of foundation pit bottom absolute altitude flush or below base plate of foundation pit bottom absolute altitude.
Preferably, upper bracket rectangular frame structure, upper bracket is surrounded by all around four upper shaped steel, described lower
Frame rectangular frame structure, lower carriage is surrounded by four lower shaped steel all around.
Preferably, shaped steel column is H profile steel, described left and right two upper shaped steel are close to the wing plate surface of shaped steel column,
And be weldingly connected by full weld between shaped steel and the wing plate of shaped steel column on left and right two；The left and right two lower shaped steel is close to
It is weldingly connected by full weld between the wing plate surface of shaped steel column, and left and right two lower shaped steel and the wing plate of shaped steel column.
Preferably, connecting rod connects adjacent two connecting rod to be additionally provided between four, and adjacent two connecting rod
Connecting plate.
A kind of foundation ditch floor bar wears the transformational structure of shaped steel column, described including the shaped steel column being arranged in foundation ditch
Shaped steel column is provided with the column bridgeware corresponding with foundation ditch floor, and the column bridgeware is including upper bracket, positioned at upper bracket
The lower carriage and connection upper bracket of lower section and the connecting rod of lower carriage, the upper bracket is weldingly connected with shaped steel column, described
Lower carriage is weldingly connected with shaped steel column.
The foundation ditch floor bar of this programme wears the transformational structure of shaped steel column can either ensure the support that shaped steel column bears
Pressure, so as to ensure the support strength to internal support of foundation pit beam；The reinforcing bar of foundation ditch floor can be enable again according to design attitude
Pass-through steel column, so as to the reinforcing bar for ensureing foundation ditch floor is completely laid.
Preferably, the tip height of column bridgeware is high with corresponding foundation ditch floor top mark flush or above foundation ditch floor
Top mark is high, and the bottom height of column bridgeware is with corresponding foundation ditch floor bottom absolute altitude flush or below foundation ditch floor bottom absolute altitude.
Preferably, upper bracket rectangular frame structure, upper bracket is surrounded by all around four upper shaped steel, described lower
Frame rectangular frame structure, lower carriage is surrounded by four lower shaped steel all around.
Preferably, shaped steel column is H profile steel, described left and right two upper shaped steel are close to the wing plate surface of shaped steel column,
And be weldingly connected by full weld between shaped steel and the wing plate of shaped steel column on left and right two；The left and right two lower shaped steel is close to
It is weldingly connected by full weld between the wing plate surface of shaped steel column, and left and right two lower shaped steel and the wing plate of shaped steel column.
Preferably, connecting rod connects adjacent two connecting rod to be additionally provided between four, and adjacent two connecting rod
Connecting plate.
The beneficial effects of the utility model are：The support pressure that shaped steel column bears can either be ensured, so as to ensure to base
The support strength of hole inner support beam；The reinforcing bar of base plate of foundation pit or floor can be enable vertical through shaped steel according to design attitude again
Post, so as to the reinforcing bar for ensureing base plate of foundation pit or floor is completely laid.
Description of the drawings
Fig. 1 is a kind of structure of the transformational structure that the base plate of foundation pit reinforcing bar of embodiment of the present utility model 1 wears shaped steel column
Schematic diagram.
Fig. 2 is a kind of cross-sectional view in Fig. 1 at A-A.
Fig. 3 is a kind of structure of the transformational structure that the foundation ditch floor bar of embodiment of the present utility model 2 wears shaped steel column
Schematic diagram.
Fig. 4 is a kind of cross-sectional view in Fig. 3 at B-B.
In figure：Shaped steel column 1, column bridgeware 2, upper bracket 21, upper shaped steel 211, connecting rod 22, connecting plate 23, under
Support 24.
Specific embodiment
Below in conjunction with the accompanying drawings the utility model is described in further detail with specific embodiment：
Embodiment 1：As shown in Figure 1 and Figure 2, a kind of base plate of foundation pit reinforcing bar wear shaped steel column transformational structure include be arranged on
Shaped steel column 1 in foundation ditch.Shaped steel column is H profile steel.Shaped steel column is provided with the column bridgeware corresponding with base plate of foundation pit
2.The tip height of column bridgeware is high with base plate of foundation pit top mark high flush or above base plate of foundation pit top mark.The bottom of column bridgeware
End height is with base plate of foundation pit bottom absolute altitude flush or below base plate of foundation pit bottom absolute altitude.
Column bridgeware includes upper bracket 21, lower carriage 24 below upper bracket and connection upper bracket and lower carriage
Connecting rod 22.Upper bracket rectangular frame structure.Upper bracket is horizontally disposed with.Upper bracket is by all around four upper shaped steel 211
Surround, and shaped steel is close to the wing plate surface of shaped steel column on left and right two.Forward and backward two upper shaped steel are separated with shaped steel column.
Upper shaped steel is made up of angle steel.Upper bracket is weldingly connected with shaped steel column, specifically, shaped steel and shaped steel column on left and right two
Wing plate between be weldingly connected by full weld.
Lower carriage rectangular frame structure.Lower carriage is horizontally disposed with.Lower carriage is surrounded by four lower shaped steel all around, and
Left and right two lower shaped steel is close to the wing plate surface of shaped steel column.Forward and backward two lower shaped steel is separated with shaped steel column.Lower shaped steel
It is made up of angle steel.Lower carriage is weldingly connected with shaped steel column, specifically, the wing plate of left and right two lower shaped steel and shaped steel column
Between be weldingly connected by full weld.
Connecting rod is vertically arranged.Connecting rod is made up of angle steel.The upper end of connecting rod is weldingly connected with upper bracket, even
The lower end of extension bar part is weldingly connected with lower carriage.The connecting rod of the present embodiment is four.The upper bracket of rectangular frame structure
Corner at be distributed a connecting rod respectively.The connection for connecting adjacent two connecting rod is additionally provided between adjacent two connecting rod
Plate 23, connecting plate is weldingly connected with connecting rod.
The base plate of foundation pit reinforcing bar of the present embodiment wears the transformational structure of shaped steel column during base plate of foundation pit reinforcing steel bar laying
Practical application is as follows：
During base plate of foundation pit reinforcing steel bar laying：By the shaped steel column portion excision between upper bracket and lower carriage or all
Cut off, and formation is worn reinforcing bar and crosses mouth；Then, the base plate of foundation pit reinforcing bar intersected with shaped steel column is worn into reinforcing bar and crosses mouth.This reality
Example is applied by column bridgeware（That is upper bracket, lower carriage and connecting rod）Replace the shaped steel column of excision, so can either protect
The support pressure that card type steel column bears, so as to ensure the support strength to internal support of foundation pit beam；Base plate of foundation pit can be made again
Reinforcing bar can be according to design attitude pass-through steel column, so as to the reinforcing bar for ensureing base plate of foundation pit is completely laid.
Embodiment 2：As shown in Figure 3, Figure 4, a kind of foundation ditch floor bar wear shaped steel column transformational structure include be arranged on
Shaped steel column 1 in foundation ditch.Shaped steel column is H profile steel.Shaped steel column is provided with the column bridgeware corresponding with foundation ditch floor
2.The tip height of column bridgeware is high with corresponding foundation ditch floor top mark high flush or above foundation ditch floor top mark, column conversion
The bottom height of part is with corresponding foundation ditch floor bottom absolute altitude flush or below foundation ditch floor bottom absolute altitude.
Column bridgeware includes upper bracket 21, lower carriage 24 below upper bracket and connection upper bracket and lower carriage
Connecting rod 22.Upper bracket rectangular frame structure.Upper bracket is horizontally disposed with.Upper bracket is by all around four upper shaped steel 211
Surround, and shaped steel is close to the wing plate surface of shaped steel column on left and right two.Forward and backward two upper shaped steel are separated with shaped steel column.
Upper shaped steel is made up of angle steel.Upper bracket is weldingly connected with shaped steel column, specifically, shaped steel and shaped steel column on left and right two
Wing plate between be weldingly connected by full weld.
Lower carriage rectangular frame structure.Lower carriage is horizontally disposed with.Lower carriage is surrounded by four lower shaped steel all around, and
Left and right two lower shaped steel is close to the wing plate surface of shaped steel column.Forward and backward two lower shaped steel is separated with shaped steel column.Lower shaped steel
It is made up of angle steel.Lower carriage is weldingly connected with shaped steel column, specifically, the wing plate of left and right two lower shaped steel and shaped steel column
Between be weldingly connected by full weld.
Connecting rod is vertically arranged.Connecting rod is made up of angle steel.The upper end of connecting rod is weldingly connected with upper bracket, even
The lower end of extension bar part is weldingly connected with lower carriage.The connecting rod of the present embodiment is four.The upper bracket of rectangular frame structure
Corner at be distributed a connecting rod respectively.The connection for connecting adjacent two connecting rod is additionally provided between adjacent two connecting rod
Plate 23, connecting plate is weldingly connected with connecting rod.
The foundation ditch floor bar of the present embodiment wears the transformational structure of shaped steel column in foundation ditch floor bar process of deployment
Practical application is as follows：
In foundation ditch floor bar process of deployment：By the shaped steel column portion excision between upper bracket and lower carriage or all
Cut off, and formation is worn reinforcing bar and crosses mouth；Then, the foundation ditch floor bar intersected with shaped steel column is worn into reinforcing bar and crosses mouth.This reality
Example is applied by column bridgeware（That is upper bracket, lower carriage and connecting rod）Replace the shaped steel column of excision, so can either protect
The support pressure that card type steel column bears, so as to ensure the support strength to internal support of foundation pit beam；Foundation ditch floor can be made again
Reinforcing bar can be according to design attitude pass-through steel column, so as to the reinforcing bar for ensureing foundation ditch floor is completely laid.
Claims (10)
1. a kind of base plate of foundation pit reinforcing bar wears the transformational structure of shaped steel column, including the shaped steel column being arranged in foundation ditch, its feature
It is that the shaped steel column is provided with the column bridgeware corresponding with base plate of foundation pit, the column bridgeware includes upper bracket, is located at
The connecting rod of lower carriage and connection upper bracket and lower carriage below upper bracket, the upper bracket and shaped steel column weld phase
Even, the lower carriage is weldingly connected with shaped steel column.
2. base plate of foundation pit reinforcing bar according to claim 1 wears the transformational structure of shaped steel column, it is characterized in that, the column turns
The tip height for changing part is high with base plate of foundation pit top mark high flush or above base plate of foundation pit top mark, and the bottom of the column bridgeware is high
Degree is with base plate of foundation pit bottom absolute altitude flush or below base plate of foundation pit bottom absolute altitude.
3. base plate of foundation pit reinforcing bar according to claim 1 and 2 wears the transformational structure of shaped steel column, it is characterized in that, it is described on
Support rectangular frame structure, upper bracket is surrounded by all around four upper shaped steel, the lower carriage rectangular frame structure, under
Support is surrounded by four lower shaped steel all around.
4. base plate of foundation pit reinforcing bar according to claim 3 wears the transformational structure of shaped steel column, it is characterized in that, the shaped steel stands
Post is H profile steel, and described left and right two upper shaped steel are close to the wing plate surface of shaped steel column, and left and right two upper shaped steel and shaped steel
It is weldingly connected by full weld between the wing plate of column；The left and right two lower shaped steel is close to the wing plate surface of shaped steel column, and
It is weldingly connected by full weld between left and right two lower shaped steel and the wing plate of shaped steel column.
5. base plate of foundation pit reinforcing bar according to claim 1 and 2 wears the transformational structure of shaped steel column, it is characterized in that, the company
Extension bar part is that the connecting plate for connecting adjacent two connecting rod is additionally provided between four, and adjacent two connecting rod.
6. a kind of foundation ditch floor bar wears the transformational structure of shaped steel column, including the shaped steel column being arranged in foundation ditch, its feature
It is that the shaped steel column is provided with the column bridgeware corresponding with foundation ditch floor, the column bridgeware includes upper bracket, is located at
The connecting rod of lower carriage and connection upper bracket and lower carriage below upper bracket, the upper bracket and shaped steel column weld phase
Even, the lower carriage is weldingly connected with shaped steel column.
7. foundation ditch floor bar according to claim 6 wears the transformational structure of shaped steel column, it is characterized in that, the column turns
Change tip height high, the bottom of column bridgeware flush or above foundation ditch floor top mark high with corresponding foundation ditch floor top mark of part
Height is with corresponding foundation ditch floor bottom absolute altitude flush or below foundation ditch floor bottom absolute altitude.
8. the foundation ditch floor bar according to claim 6 or 7 wears the transformational structure of shaped steel column, it is characterized in that, it is described on
Support rectangular frame structure, upper bracket is surrounded by all around four upper shaped steel, the lower carriage rectangular frame structure, under
Support is surrounded by four lower shaped steel all around.
9. foundation ditch floor bar according to claim 8 wears the transformational structure of shaped steel column, it is characterized in that, the shaped steel stands
Post is H profile steel, and described left and right two upper shaped steel are close to the wing plate surface of shaped steel column, and left and right two upper shaped steel and shaped steel
It is weldingly connected by full weld between the wing plate of column；The left and right two lower shaped steel is close to the wing plate surface of shaped steel column, and
It is weldingly connected by full weld between left and right two lower shaped steel and the wing plate of shaped steel column.
10. the foundation ditch floor bar according to claim 6 or 7 wears the transformational structure of shaped steel column, it is characterized in that, the company
Extension bar part is that the connecting plate for connecting adjacent two connecting rod is additionally provided between four, and adjacent two connecting rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621134144.7U CN206128082U (en) | 2016-10-18 | 2016-10-18 | Foundation fit base plate or floor slab rebar wear transform structure of shaped steel stand |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621134144.7U CN206128082U (en) | 2016-10-18 | 2016-10-18 | Foundation fit base plate or floor slab rebar wear transform structure of shaped steel stand |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206128082U true CN206128082U (en) | 2017-04-26 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621134144.7U Expired - Fee Related CN206128082U (en) | 2016-10-18 | 2016-10-18 | Foundation fit base plate or floor slab rebar wear transform structure of shaped steel stand |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206128082U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106555403A (en) * | 2016-10-18 | 2017-04-05 | 东通岩土科技（杭州）有限公司 | Base plate of foundation pit or floor bar wear the method and transformational structure of shaped steel column |
-
2016
- 2016-10-18 CN CN201621134144.7U patent/CN206128082U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106555403A (en) * | 2016-10-18 | 2017-04-05 | 东通岩土科技（杭州）有限公司 | Base plate of foundation pit or floor bar wear the method and transformational structure of shaped steel column |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170426 Termination date: 20171018 |