CN205777582U - Concrete pier bed-jig for assembling large steel structure - Google Patents
Concrete pier bed-jig for assembling large steel structure Download PDFInfo
- Publication number
- CN205777582U CN205777582U CN201620441607.8U CN201620441607U CN205777582U CN 205777582 U CN205777582 U CN 205777582U CN 201620441607 U CN201620441607 U CN 201620441607U CN 205777582 U CN205777582 U CN 205777582U
- Authority
- CN
- China
- Prior art keywords
- concrete pier
- concrete
- steel structure
- pier
- floor board
- 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.)
- Expired - Fee Related
Links
- 239000004567 concrete Substances 0.000 title claims abstract description 53
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 34
- 239000010959 steel Substances 0.000 title claims abstract description 34
- 238000010276 construction Methods 0.000 claims abstract description 10
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 8
- 239000011150 reinforced concrete Substances 0.000 claims abstract 5
- 238000000465 moulding Methods 0.000 claims description 18
- 239000004035 construction material Substances 0.000 abstract description 4
- 239000002002 slurry Substances 0.000 abstract description 4
- 239000002699 waste material Substances 0.000 abstract description 4
- 230000008901 benefit Effects 0.000 abstract description 3
- 238000000034 method Methods 0.000 abstract description 3
- 230000002787 reinforcement Effects 0.000 abstract 1
- 239000000463 material Substances 0.000 description 4
- 238000005266 casting Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000006467 substitution reaction Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
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- Revetment (AREA)
Abstract
A concrete pier bed-jig for assembling large steel structures, the concrete pier bed-jig is erected on a floor slab right above a concrete beam, the main body of the concrete pier bed-jig is a reinforced concrete pier, and the reinforced concrete pier is a cuboid with the volume of 1500 multiplied by 800 multiplied by 600 mm; a leveling cushion block is arranged on the reinforced concrete pier, and the bottom end part of the steel structure to be lifted is arranged above the leveling cushion block; the steel bar in the reinforced concrete abutment is a horizontal bar, and the size of the steel bar is12~14mm, the horizontal ribs comprise 2-4 transverse ribs and 2-4 longitudinal ribs. The utility model can recycle the concrete slurry left in the concrete pouring process and the waste steel bars, save the construction materials, have obvious economic benefit and improve the construction efficiency; the utility model discloses when the floor board is pour, pour the pier above floor board concrete beam, carry out the reinforcing bar for the floor board in other words and encrypt the reinforcement, increase the bearing capacity of floor board, but wide application in need assemble the engineering of steel structure at the floor board.
Description
Technical field
This utility model relates to the realm of building construction, particularly relates to a kind of concrete pier assembled for large-scale steel structure body
Back tyre frame.
Background technology
" large-scale component hydraulic pressure CONTROLLED INTEGRAL LIFT TECHNOLOGY " is applied to the bridge of large span, large-scale body the most on a large scale at present
Educate venue, project fields is built in exhibition center, hangar, room, and the steel structure body of lifting typically need to complete in floor plates assembly.Because of to be hoisted
The general weight of steel structure body is the hugest, and the load that the assembled stage causes is relatively big, floor plates limited load bearing capacities, need to be to assembled building
Laminate carries out substantial amounts of scaffold and returns back to top, and the assembled moulding bed used is generally steel construction moulding bed, and material need to additionally be bought, so
Assembled steel structure body to be hoisted needs to expend a large amount of manpower and materials and the consuming time is longer, affects the duration.
Summary of the invention
The purpose of this utility model is to provide a kind of concrete pier base moulding bed assembled for large-scale steel structure body, to solve
Traditional assembled floor plates need to be carried out substantial amounts of scaffold and return back to top, material need to additionally be bought, and assembled steel structure body to be hoisted needs
Expend a large amount of manpower and materials and the consuming time is longer, the problem affecting the duration.
For achieving the above object, this utility model takes techniques below scheme:
A kind of concrete pier base moulding bed assembled for large-scale steel structure body, it is characterised in that: described concrete pier back tyre
Being erected in the floor plates directly over beams of concrete, its main body is armored concrete pier, and described armored concrete pier sets
There is leveling block, be the bottom part of steel construction to be hoisted on described leveling block.
Preferably, the reinforcing bar in described armored concrete pier is horizontal bar, and described horizontal bar includes horizontal bar and longitudinal direction
Muscle, has 2 ~ 4 respectively.
It is further preferred that described armored concrete pier is cuboid.
Additionally, described armored concrete pier volume is 1500 × 800 × 600mm.
It is further preferred that the size of described reinforcing bar is12~14mm。
The beneficial effects of the utility model:
(1) this utility model can by casting concrete at ordinary times time the concrete slurry left over reclaim profit with waste steel bar
With, facilitate site operation, save construction material, remarkable in economical benefits, improve efficiency of construction.
(2) this utility model is when floor plates pours, and pours pier, be equivalent to floor above floor plates beams of concrete
Plate carries out reinforcing bar encryption and reinforces, and increases the bearing capacity of floor plates, can be widely applied to need at floor plates assembly steel structure body
Engineering.
Accompanying drawing explanation
By the detailed description made in conjunction with the following drawings, of the present utility model above-mentioned and/or other aspects and advantage will
Becoming more apparent upon and be easier to understand, these accompanying drawings the most schematically, are not limiting as the present invention, wherein:
Fig. 1 is the structural representation of a kind of concrete pier base moulding bed assembled for large-scale steel structure body of this utility model；
Fig. 2 is the Construction State figure of a kind of concrete pier base moulding bed assembled for large-scale steel structure body of this utility model.
Reference: 1-armored concrete pier；2-reinforcing bar；3-leveling block；4-floor plates；5-beams of concrete；6-treats
Lifting steel structural.
Detailed description of the invention
For the technological means making this utility model realize, character of innovation, reach purpose and be easy to understand with effect, below
In conjunction with accompanying drawing, this utility model is further illustrated.
The embodiment recorded at this is specific detailed description of the invention of the present utility model, is used for illustrating of the present utility model
Design, is all explanatory and exemplary, should not be construed as this utility model embodiment and the limit of this utility model scope
System.In addition to the embodiment recorded at this, those skilled in the art can also be public based on the application claims and description institute
The content opened uses other technical scheme obvious, and these technical schemes include using doing the embodiment recorded at this
Go out the technical scheme of any obvious substitutions and modifications.
This utility model provides a kind of concrete pier base moulding bed assembled for large-scale steel structure body, and the scene of facilitating is executed
Work, saves construction material, for improving efficiency of construction, the concrete slurry left over during by casting concrete at ordinary times and waste steel bar
Recycle, pour when floor plates pours as armored concrete pier as shown in Figure 1 above floor plates beams of concrete, can
So that volume is the cuboid of 1500 × 800 × 600mm, concrete pier base moulding bed is located at the floor plates 4 directly over beams of concrete 5
On, its main body is armored concrete pier 1, and armored concrete pier 1 is provided with leveling block 3, for waiting to carry on leveling block 3
Rising the bottom part of steel construction 6, the reinforcing bar 2 in armored concrete pier 1 is horizontal bar, and the size of reinforcing bar 2 is12~
14mm, horizontal bar includes horizontal bar and longitudinal rib, has 2 ~ 4 respectively.
Specific implementation method of the present utility model: construct, by concrete pier base moulding bed according to steel construction and floor slab structure
Being arranged on floor plates beams of concrete upper end, lifting steel structural lower surface contacts with concrete pier base assembly moulding bed, concrete pier base
Assembled moulding bed top can add cushion block, and to regulate truss depth, detailed description of the invention is as shown in Figure 2.
This utility model can by casting concrete at ordinary times time the concrete slurry left over recycle with waste steel bar, side
Site operation, save construction material, improve efficiency of construction.
The foregoing is only preferred embodiment of the present utility model, not in order to limit this utility model, all in this practicality
Within novel spirit and principle, any modification, equivalent substitution and improvement etc. made, should be included in guarantor of the present utility model
Within the scope of protecting.
Claims (5)
1. the concrete pier base moulding bed for the assembly of large-scale steel structure body, it is characterised in that: described concrete pier base moulding bed
Being located in the floor plates (4) directly over beams of concrete (5), its main body is armored concrete pier (1), described reinforced concrete knoll
Platform (1) is provided with leveling block (3), is the bottom part of steel construction to be hoisted (6) on described leveling block (3).
A kind of concrete pier base moulding bed assembled for large-scale steel structure body, it is characterised in that: institute
The reinforcing bar (2) stated in armored concrete pier (1) is horizontal bar, and described horizontal bar includes horizontal bar and longitudinal rib, have 2 respectively ~
Article 4,.
A kind of concrete pier base moulding bed assembled for large-scale steel structure body, it is characterised in that: institute
Stating armored concrete pier (1) is cuboid.
A kind of concrete pier base moulding bed assembled for large-scale steel structure body, it is characterised in that: institute
Stating armored concrete pier (1) volume is 1500 × 800 × 600mm.
A kind of concrete pier base moulding bed assembled for large-scale steel structure body, it is characterised in that:
The size of described reinforcing bar (2) is12~14mm。
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620441607.8U CN205777582U (en) | 2016-05-16 | 2016-05-16 | Concrete pier bed-jig for assembling large steel structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620441607.8U CN205777582U (en) | 2016-05-16 | 2016-05-16 | Concrete pier bed-jig for assembling large steel structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205777582U true CN205777582U (en) | 2016-12-07 |
Family
ID=57409491
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620441607.8U Expired - Fee Related CN205777582U (en) | 2016-05-16 | 2016-05-16 | Concrete pier bed-jig for assembling large steel structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205777582U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112267556A (en) * | 2020-10-10 | 2021-01-26 | 广东省构建工程建设有限公司 | Large-span steel structure corridor assembling construction process for narrow space |
-
2016
- 2016-05-16 CN CN201620441607.8U patent/CN205777582U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112267556A (en) * | 2020-10-10 | 2021-01-26 | 广东省构建工程建设有限公司 | Large-span steel structure corridor assembling construction process for narrow space |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| 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: 20161207 Termination date: 20170516 |