CN207419234U - A kind of concrete pier base moulding bed for the assembly of large-scale steel structure body - Google Patents
A kind of concrete pier base moulding bed for the assembly of large-scale steel structure body Download PDFInfo
- Publication number
- CN207419234U CN207419234U CN201721392543.8U CN201721392543U CN207419234U CN 207419234 U CN207419234 U CN 207419234U CN 201721392543 U CN201721392543 U CN 201721392543U CN 207419234 U CN207419234 U CN 207419234U
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- CN
- China
- Prior art keywords
- upright bar
- bar
- support plate
- steel structure
- assembly
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- 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.)
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Abstract
The utility model discloses a kind of concrete pier base moulding beds for the assembly of large-scale steel structure body, including upright bar, cross bar, support plate and loading plate, the avris of the upright bar is fixedly connected by inclined shore bar with firm banking, and the lower end of upright bar is fixedly connected with firm banking, the avris of the upright bar lower end is provided with reinforcing rib, the cross bar is located between the upright bar of cross direction profiles, gag lever post is installed on the inside of the upright bar, the support plate and loading plate are respectively positioned between the upright bar of genesis analysis, and the upper end of support plate by top plate with lower end be fixedly connected, the lower end of the support plate and the upper end of gag lever post are connected with each other.This is used for the concrete pier base moulding bed of large-scale steel structure body assembly, whole mounting structure is stablized, and top plate is installed between support plate and loading plate, the lower end of loading plate contacts with each other with gag lever post, improve the intensity of carrying, spliced installation can be carried out by cross bar between upright bar, realize and assembly is carried out to large-scale steel structure.
Description
Technical field
The utility model is related to technical field of building construction, are specially a kind of concrete for the assembly of large-scale steel structure body
Pier moulding bed.
Background technology
Pier refers to being collectively referred to as bridge pier and abutment, is the building for supporting bridge superstructure.And moulding bed is a kind of mould
Tool refers to the main scaffold for playing load-bearing stress, is to assemble to equip with a kind of special process welded for convenience of mechanical equipment,
It is widely used in form work engineering, Steel Structure Installation engineering, science of bridge building.
However existing concrete pier base moulding bed, structure is relatively simple, and the stability of installation is poor, and the intensity of carrying is relatively low,
Large-scale steel structure can not be carried out assembled.It is set in view of the above-mentioned problems, carrying out innovation on the basis of original concrete pier base moulding bed
Meter.
The content of the invention
The purpose of this utility model is to provide a kind of concrete pier base moulding bed for the assembly of large-scale steel structure body, with solution
It is proposed that structure is relatively simple in certainly above-mentioned background technology, the stability of installation is poor, and the intensity of carrying is relatively low, can not be to Large Steel knot
Structure carries out the problem of assembled.
To achieve the above object, the utility model provides following technical solution：It is a kind of assembled for large-scale steel structure body
Concrete pier base moulding bed, including upright bar, cross bar, support plate and loading plate, the avris of the upright bar by inclined shore bar and is consolidated
Determine pedestal to be fixedly connected, and the lower end of upright bar is fixedly connected with firm banking, the avris of the upright bar lower end is provided with reinforcing rib,
The cross bar is located between the upright bar of cross direction profiles, and the both sides of cross bar extend outwardly, and /V is equipped on the inside of the upright bar
Bar, the support plate and loading plate are respectively positioned between the upright bar of genesis analysis, and the upper end of support plate by top plate and lower end
It is fixedly connected, the lower end of the support plate and the upper end of gag lever post are connected with each other.
Preferably, the upright bar is provided with 4 on the axisymmetrical of firm banking, and upright bar and inclined shore bar are one by one
It is corresponding.
Preferably, the upright bar is integrated with gag lever post, and the length of gag lever post is less than between upright bar cross direction profiles
Away from half.
Preferably, the cross bar and upright bar are flush type mounting structure.
Preferably, the support plate and loading plate and upright bar is flush type mounting structure, and support plate and loading plate
Equal length.
Preferably, the top plate is equipped with 2 pieces on the axisymmetrical of firm banking, and the length of top plate is more than support plate
The distance between.
Compared with prior art, the beneficial effects of the utility model are：This is used for the concrete of large-scale steel structure body assembly
Pier moulding bed is symmetrically arranged with 4 upright bars, and upright bar is corresponded with inclined shore bar, and between the upright bar of genesis analysis
It is connected with each other, is connected with each other between the upright bar of cross direction profiles by cross bar, whole mounting structure by support plate and loading plate
Stablize, and top plate is installed between support plate and loading plate, lower end and the gag lever post of loading plate contact with each other, and improve carrying
Intensity can carry out spliced installation between upright bar by cross bar, realize and carry out assembly to large-scale steel structure.
Description of the drawings
Fig. 1 is the utility model positive structure schematic；
Fig. 2 is the utility model side structure schematic diagram；
Fig. 3 is the utility model overlooking the structure diagram.
In figure：1st, upright bar, 2, inclined shore bar, 3, firm banking, 4, reinforcing rib, 5, cross bar, 6, gag lever post, 7, support
Plate, 8, top plate, 9, loading plate.
Specific embodiment
The following is a combination of the drawings in the embodiments of the present utility model, and the technical scheme in the embodiment of the utility model is carried out
It clearly and completely describes, it is clear that the described embodiments are only a part of the embodiments of the utility model rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are without making creative work
All other embodiments obtained shall fall within the protection scope of the present invention.
- 3 are please referred to Fig.1, the utility model provides a kind of technical solution：A kind of coagulation for the assembly of large-scale steel structure body
Knoll back tyre frame, including upright bar 1, inclined shore bar 2, firm banking 3, reinforcing rib 4, cross bar 5, gag lever post 6, support plate 7, top plate
8 and loading plate 9, the avris of upright bar 1 is fixedly connected by inclined shore bar 2 with firm banking 3, and the lower end of upright bar 1 and fixation
Pedestal 3 is fixedly connected, and upright bar 1 is provided with 4 on the axisymmetrical of firm banking 3, and upright bar 1 and inclined shore bar 2 are one by one
It is corresponding, realize upright bar 1 and the firm installation of firm banking 3, the avris of 1 lower end of upright bar is provided with reinforcing rib 4, and cross bar 5 is located at horizontal stroke
Between the upright bar 1 of distribution, and the both sides of cross bar 5 extend outwardly, and cross bar 5 is flush type mounting structure with upright bar 1, easy for installation
And stablize, the inside of upright bar 1 is equipped with gag lever post 6, and upright bar 1 is integrated with gag lever post 6, and the length of gag lever post 6 is small
In the half of 1 cross direction profiles spacing of upright bar, the support to support plate 7 is realized, support plate 7 and loading plate 9 are respectively positioned on genesis analysis
Upright bar 1 between, and the upper end of support plate 7 by top plate 8 with lower end be fixedly connected, support plate 7 and loading plate 9 and upright bar 1
It is flush type mounting structure, and support plate 7 and the equal length of loading plate 9, large area support is carried out, top plate 8 is on fixation
The axisymmetrical of pedestal 3 is equipped with 2 pieces, and the length of top plate 8 is more than the distance between support plate 7, improves bearing strength, props up
The lower end of fagging 7 is connected with each other with the upper end of gag lever post 6.
Operation principle：4 upright bars 1 are symmetrically arranged in the upper end of firm banking 3 first, and the avris of upright bar 1 is by inclining
Inclined support bar 2 is fixedly connected with firm banking 3, and upright bar 1 is corresponded with inclined shore bar 2, and the lower end of upright bar 1 is provided with reinforcement
Muscle 4 realizes upright bar 1 and the firm installation of firm banking 3, and passes through support plate 7 and loading plate between the upright bar 1 of genesis analysis
9 are connected with each other, and are connected with each other between the upright bar 1 of cross direction profiles by cross bar 5, substantially increase the stability of integral installation, and
Top plate 8 is installed, lower end and the gag lever post 6 of loading plate 7 contact with each other, and improve whole hold between support plate 7 and loading plate 9
Intensity is carried, spliced installation can be carried out by cross bar 5 between the upright bar 1 of cross direction profiles, realizes and assembly is carried out to large-scale steel structure,
Here it is this for the operation principle of the concrete pier base moulding bed of large-scale steel structure body assembly.
Finally it should be noted that more than content is only to illustrate the technical solution of the utility model rather than to this practicality
The limitation of novel protected scope, simple modification that those of ordinary skill in the art carry out the technical solution of the utility model or
Person's equivalent substitution, all without departing from the spirit and scope of technical solutions of the utility model.
Claims (6)
1. a kind of concrete pier base moulding bed for the assembly of large-scale steel structure body, including upright bar（1）, cross bar（5）, support plate（7）
And loading plate（9）, it is characterised in that：The upright bar（1）Avris pass through inclined shore bar（2）With firm banking（3）It is fixed to connect
It connects, and upright bar（1）Lower end and firm banking（3）It is fixedly connected, the upright bar（1）The avris of lower end is provided with reinforcing rib（4）,
The cross bar（5）Positioned at the upright bar of cross direction profiles（1）Between, and cross bar（5）Both sides extend outwardly, the upright bar（1）It is interior
Side is equipped with gag lever post（6）, the support plate（7）And loading plate（9）It is respectively positioned on the upright bar of genesis analysis（1）Between, and support
Plate（7）Upper end pass through top plate（8）With lower end be fixedly connected, the support plate（7）Lower end and gag lever post（6）Upper end phase
It connects.
2. a kind of concrete pier base moulding bed for the assembly of large-scale steel structure body according to claim 1, it is characterised in that：
The upright bar（1）On firm banking（3）Axisymmetrical be provided with 4, and upright bar（1）With inclined shore bar（2）One is a pair of
It should.
3. a kind of concrete pier base moulding bed for the assembly of large-scale steel structure body according to claim 1, it is characterised in that：
The upright bar（1）With gag lever post（6）It is integrated, and gag lever post（6）Length be less than upright bar（1）Cross direction profiles spacing
Half.
4. a kind of concrete pier base moulding bed for the assembly of large-scale steel structure body according to claim 1, it is characterised in that：
The cross bar（5）With upright bar（1）For flush type mounting structure.
5. a kind of concrete pier base moulding bed for the assembly of large-scale steel structure body according to claim 1, it is characterised in that：
The support plate（7）And loading plate（9）With upright bar（1）It is flush type mounting structure, and support plate（7）And loading plate（9）'s
Equal length.
6. a kind of concrete pier base moulding bed for the assembly of large-scale steel structure body according to claim 1, it is characterised in that：
The top plate（8）On firm banking（3）Axisymmetrical 2 pieces, and top plate are installed（8）Length be more than support plate（7）It
Between distance.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721392543.8U CN207419234U (en) | 2017-10-26 | 2017-10-26 | A kind of concrete pier base moulding bed for the assembly of large-scale steel structure body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721392543.8U CN207419234U (en) | 2017-10-26 | 2017-10-26 | A kind of concrete pier base moulding bed for the assembly of large-scale steel structure body |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207419234U true CN207419234U (en) | 2018-05-29 |
Family
ID=62309001
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721392543.8U Expired - Fee Related CN207419234U (en) | 2017-10-26 | 2017-10-26 | A kind of concrete pier base moulding bed for the assembly of large-scale steel structure body |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207419234U (en) |
-
2017
- 2017-10-26 CN CN201721392543.8U patent/CN207419234U/en not_active Expired - Fee Related
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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 |
Granted publication date: 20180529 Termination date: 20201026 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |