CN207027854U - The initial approach to become a Buddhist believer type that misplaces section assembled stainless steel beam making bench - Google Patents
The initial approach to become a Buddhist believer type that misplaces section assembled stainless steel beam making bench Download PDFInfo
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- CN207027854U CN207027854U CN201720915099.7U CN201720915099U CN207027854U CN 207027854 U CN207027854 U CN 207027854U CN 201720915099 U CN201720915099 U CN 201720915099U CN 207027854 U CN207027854 U CN 207027854U
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- stainless steel
- become
- transverse distribution
- antiarch
- distribution beam
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Abstract
The utility model is applied to precast beam body production field, more particularly to a kind of dislocation initial approach to become a Buddhist believer type section assembled stainless steel beam making bench.It includes stainless steel faceplate, longitudinal girder is provided with below the stainless steel faceplate, transverse distribution beam is provided with below longitudinal girder, load-bearing supporting leg is provided with below the transverse distribution beam, the antiarch regulation steel plate for being used to adjust precast beam antiarch is provided with below load-bearing supporting leg.Usefulness of the present utility model is：Beam quality processed is good, and light structure is easy, construction environment cleaning, it is possible to reduce pedestal is set, land resources are saved, save ground processing cost, reduce concrete amount, mitigate environmental disruption degree, stainless steel pedestal is reusable simultaneously, promotes sustainable development, and saves construction costs.
Description
Technical field：
The utility model is applied to precast beam body production field, more particularly to a kind of initial approach to become a Buddhist believer type section assembled that misplaces is stainless
Steel beam making bench.
Background technology：
China's communication is fast-developing, and large-scale freely-supported turns continuous bridge and generally built, and need to carry out the beam of Prefabrication
Plate is relatively common, for beam slab form and baseplate width species be more, change frequently engineering, conventional steel bar concrete beam making bench
Greater area of large-scale precast beam field frequently need to be changed or set, when armored concrete pedestal is changed, need to cut and set repeatedly
Put, waste substantial amounts of reinforcing bar, concrete, artificial and mechanical one-shift；The substantial amounts of time is wasted simultaneously, influences the overall duration；Secondly,
If setting large-scale precast beam field, a large amount of areas, the interim land expropriation cost of increase and difficulty are wasted, for soft soil foundation beam
, increase basement process expense；In addition, some areas begin to use ordinary steel pedestal at present, for coastal area, pedestal top paving
If general steel plate easily gets rusty, easily there is rusty stain and causes concrete in bed die surface after long-time use in beam slab prefabrication process
Surface is general red, influences beam body outward appearance；Ordinary steel pedestal easily corrosion simultaneously, is not easy to be used in turn, is unfavorable for sustainable development.
Therefore, it is necessary to a kind of new dislocation initial approach to become a Buddhist believer type section assembled stainless steel beam making bench is provided, it is above-mentioned to overcome
The defects of existing beam making bench.
The content of the invention：
The purpose of this utility model is to provide one kind and can solve the problem that current beam body form and baseplate width species are more, change frequency
Numerous, the problems such as presentation quality is not good enough, precast beam field land used is more dislocation initial approach to become a Buddhist believer type section assembled stainless steel beam making bench.
For above technical problem, the dislocation initial approach to become a Buddhist believer type section assembled stainless steel beam making bench that the utility model is related to,
Including stainless steel faceplate, longitudinal girder is provided with below the stainless steel faceplate, is provided with below longitudinal girder and laterally divides
With beam, load-bearing supporting leg is provided with below the transverse distribution beam, is provided with below load-bearing supporting leg and is used to adjust the anti-of precast beam antiarch
Arch regulation steel plate.
Preferably, it is provided with termination tie-beam between longitudinal girder and antiarch regulation steel plate.
Preferably, U-shaped is provided with longitudinal girder stops stock tank, it is described that only there is only slurry bar in stock tank.
Preferably, the transverse distribution beam is T-shaped, transverse distribution beam upper end sets 3 longitudinal girders, and lower end is symmetrically set
2 load-bearing supporting legs and 2 blocks of antiarch regulation steel plates are put, 2 bolts hole are arranged with transverse distribution beam.
Preferably, the transverse distribution beam is L-shaped, transverse distribution beam upper end sets 2 longitudinal girders, and lower end is symmetrically set
2 load-bearing supporting legs and 2 blocks of antiarch regulation steel plates are put, 2 bolts hole are provided with transverse distribution beam.
Preferably, the transverse distribution beam is rectangle, transverse distribution beam upper end sets 1 longitudinal girder, and lower end sets 1
Root load-bearing supporting leg and 1 block of antiarch regulation steel plate.
Preferably, only stock tank is provided with longitudinal girder of the transverse distribution beam both sides, it is described only to have in stock tank
Have and only starch bar.
Preferably, only stock tank is provided with longitudinal girder, it is described that only there is only slurry bar in stock tank.
Compared with prior art, usefulness of the present utility model is：
1st, blanking processing is unified with lathe in processing factory, streamlined operation, beam fabricating yard construction is synchronous with pedestal processing and fabricating, subtracts
Few Liang Chang, which faces, to be built the time, saves the duration.
2nd, stainless steel beam making bench processing autonomous Design moulding bed, moulding bed are welded on processing pedestal, constructed using short line casting,
Prevent structure partial from deforming, it is ensured that structure line style, to ensure stainless steel beam making bench section assembling quality, swift and convenient to operate, section
It is about artificial, improve work efficiency.
3rd, than traditional concrete pedestal, beam quality processed is good, and light structure is easy, construction environment cleaning, it is possible to reduce
Pedestal is set, and saves land resources, saves ground processing cost, reduces concrete amount, mitigates environmental disruption degree, while not
The steel pedestal that becomes rusty is reusable, promotes sustainable development, and saves construction costs.
4th, standard section is in gate, and in the case of equal height, great deal of steel is saved compared with ordinary steel pedestal.
5th, spelling can be carried out in width and length direction, adapts to different in width and the construction of across footpath prefabrication of beam, it is general
Property is strong.
Brief description of the drawings：
The utility model is further illustrated below in conjunction with the accompanying drawings.
Fig. 1 is the sectional drawing of the first embodiment；
Fig. 2 is the elevation of the first embodiment；
Fig. 3 is the plan of the first embodiment；
Fig. 4 is the sectional drawing of second of embodiment；
Fig. 5 is the elevation of second of embodiment；
Fig. 6 is the plan of second of embodiment；
Fig. 7 is the sectional drawing of the third embodiment；
Fig. 8 is the elevation of the third embodiment；
Fig. 9 is the plan of the third embodiment；
Figure 10 is the compound section figure of second and third kind of embodiment；
Figure 11 is the combination elevation of second and third kind of embodiment；
Figure 12 is the combination view of second and third kind of embodiment；
Figure 13 is the compound section figure of first and second kind of embodiment；
Figure 14 is the combination elevation of first and second kind of embodiment；
Figure 15 is the combination view of first and second kind of embodiment；
Figure 16 is the compound section figure of first, second and third kind of embodiment；
Figure 17 is the combination elevation of first, second and third kind of embodiment；
Figure 18 is the combination view of first, second and third kind of embodiment；
In figure：1st, stainless steel faceplate；2nd, stock tank is stopped；3 only starch bar；4th, longitudinal girder；5th, transverse distribution beam；6th, load-bearing branch
Leg；7th, antiarch regulation steel plate；8th, termination tie-beam；9th, bolt hole.
Embodiment：
In order to facilitate the technical solution of the utility model is understood, the utility model is done furtherly below in conjunction with the accompanying drawings
It is bright：
Embodiment 1：
As shown in Figure 1,2 and 3：With stainless steel faceplate 1, the lower section of stainless steel faceplate 1 is provided with longitudinal girder 4,
The lower section of longitudinal girder 4 is provided with transverse distribution beam 5, and the lower section of transverse distribution beam 5 is provided with load-bearing supporting leg 6, in load-bearing supporting leg 6
Lower section is provided with the antiarch regulation steel plate 7 for being used to adjust precast beam antiarch, and the transverse distribution beam 5 is L-shaped, on transverse distribution beam 5
End sets 2 longitudinal girders 4, and lower end is symmetrical arranged 2 load-bearing supporting legs 6 and 2 blocks of antiarch regulation steel plates 7, on transverse distribution beam 5
2 bolts hole 9 are arranged with, only stock tank 2, the only stock tank are provided with longitudinal girder 4 of the both sides of transverse distribution beam 5
There is only slurry bar 3 in 2.
Embodiment 2：
As shown in Fig. 4,5 and 6：With stainless steel faceplate 1, the lower section of stainless steel faceplate 1 is provided with longitudinal girder 4,
The lower section of longitudinal girder 4 is provided with transverse distribution beam 5, and the lower section of transverse distribution beam 5 is provided with load-bearing supporting leg 6, in load-bearing supporting leg 6
Lower section is provided with the antiarch regulation steel plate 7 for being used to adjust precast beam antiarch, and the transverse distribution beam 5 is L-shaped, on transverse distribution beam 5
End sets 2 longitudinal girders 4, and lower end is symmetrical arranged 2 load-bearing supporting legs 6 and 2 blocks of antiarch regulation steel plates 7, on transverse distribution beam 5
Provided with 2 bolts hole 9, only stock tank 2 are provided with longitudinal girder 4, it is described that only there is only slurry bar 3 in stock tank 2.
Embodiment 3：
As shown in Fig. 7,8 and 9：With stainless steel faceplate 1, the lower section of stainless steel faceplate 1 is provided with longitudinal girder 4,
The lower section of longitudinal girder 4 is provided with transverse distribution beam 5, and the lower section of transverse distribution beam 5 is provided with load-bearing supporting leg 6, in load-bearing supporting leg 6
Lower section is provided with the antiarch regulation steel plate 7 for being used to adjust precast beam antiarch, and the transverse distribution beam 5 is rectangle, on transverse distribution beam 5
End sets 1 longitudinal girder 4, and lower end sets 1 load-bearing supporting leg 6 and 1 block of antiarch regulation steel plate 7.
Embodiment 4；
As shown in Figure 10,11 and 12：Be by embodiment 2 and embodiment 3 by termination tie-beam 8 and bolt hole 9 combine and
Into.
Embodiment 5：
As shown in Figure 13,14 and 15：Be by embodiment 1 and embodiment 2 by termination tie-beam 8 and bolt hole 9 combine and
Into.
Embodiment 6：
As shown in Figure 16,17 and 18：It is that termination tie-beam 8 and bolt hole are passed through by embodiment 1, embodiment 2 and embodiment 3
9 combine.
Group is carried out to the structure in embodiment 1, embodiment 2 and embodiment 3 according to the Construction Condition at scene during site operation
Close, to meet the requirement of the bridge construction of different length and width.
Stainless steel faceplate 1 is welded in the top of longitudinal girder 4, and longitudinal girder 4 is welded in the transverse distribution beam 5
Top, the transverse distribution beam 5 are welded in the top of load-bearing supporting leg 6, and the load-bearing supporting leg 6 is welded in the antiarch regulation steel
The top of plate 7 simultaneously anchors with basic built-in fitting, and the antiarch regulation steel plate 7 connects with the load-bearing supporting leg 6 and the welding of basic built-in fitting
Connect, the only stock tank 2 is welded in the outside of longitudinal girder 4 and the bottom of stainless steel faceplate 1, and only 3, the slurry is installed on
Described to stop inside stock tank 2, main bearing beam bottom is stated in the welding of termination tie-beam 8, and the termination tie-beam 8 passes through connecting bolt
Connection.
The utility model is described in detail above by embodiment, but these are not formed to this practicality newly
The limitation of type.In the case where not departing from the utility model principle, those skilled in the art can also make some deformations and change
Enter, these also should be regarded as belonging to the scope of protection of the utility model.
Claims (8)
1. one kind dislocation initial approach to become a Buddhist believer type section assembled stainless steel beam making bench, it is characterised in that：Including stainless steel faceplate（1）, institute
State stainless steel faceplate（1）Lower section is provided with longitudinal girder（4）, in longitudinal girder（4）Lower section is provided with transverse distribution beam（5）,
The transverse distribution beam（5）Lower section is provided with load-bearing supporting leg（6）, in load-bearing supporting leg（6）Lower section, which is provided with, to be used to adjust precast beam antiarch
Antiarch regulation steel plate（7）.
2. dislocation initial approach to become a Buddhist believer type section according to claim 1 assembled stainless steel beam making bench, it is characterised in that：It is described vertical
To girder（4）Steel plate is adjusted with antiarch（7）Between be provided with termination tie-beam（8）.
3. dislocation initial approach to become a Buddhist believer type section according to claim 1 assembled stainless steel beam making bench, it is characterised in that：It is described vertical
To girder（4）On be provided with U-shaped and stop stock tank（2）, the only stock tank（2）It is interior that there is only slurry bar（3）.
4. dislocation initial approach to become a Buddhist believer type section according to claim 1 assembled stainless steel beam making bench, it is characterised in that：The horizontal stroke
To distribution beam（5）For T-shaped, transverse distribution beam（5）Upper end sets 3 longitudinal girders（4）, lower end is symmetrical arranged 2 load-bearing supporting legs
（6）Steel plate is adjusted with 2 pieces of antiarch（7）, in transverse distribution beam（5）On be arranged with 2 bolts hole（9）.
5. dislocation initial approach to become a Buddhist believer type section according to claim 1 assembled stainless steel beam making bench, it is characterised in that：The horizontal stroke
To distribution beam（5）For L-shaped, transverse distribution beam（5）Upper end sets 2 longitudinal girders（4）, lower end is symmetrical arranged 2 load-bearing supporting legs
（6）Steel plate is adjusted with 2 pieces of antiarch（7）, in transverse distribution beam（5）It is provided with 2 bolts hole（9）.
6. dislocation initial approach to become a Buddhist believer type section according to claim 1 assembled stainless steel beam making bench, it is characterised in that：The horizontal stroke
To distribution beam（5）For rectangle, transverse distribution beam（5）Upper end sets 1 longitudinal girder（4）, lower end sets 1 load-bearing supporting leg（6）
Steel plate is adjusted with 1 piece of antiarch（7）.
7. dislocation initial approach to become a Buddhist believer type section according to claim 4 assembled stainless steel beam making bench, it is characterised in that：Described
Transverse distribution beam（5）Longitudinal girder of both sides（4）On be provided with only stock tank（2）, the only stock tank（2）It is interior that there is only slurry bar（3）.
8. dislocation initial approach to become a Buddhist believer type section according to claim 5 assembled stainless steel beam making bench, it is characterised in that：It is described vertical
To girder（4）On be provided with only stock tank（2）, the only stock tank（2）It is interior that there is only slurry bar（3）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720915099.7U CN207027854U (en) | 2017-07-26 | 2017-07-26 | The initial approach to become a Buddhist believer type that misplaces section assembled stainless steel beam making bench |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720915099.7U CN207027854U (en) | 2017-07-26 | 2017-07-26 | The initial approach to become a Buddhist believer type that misplaces section assembled stainless steel beam making bench |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207027854U true CN207027854U (en) | 2018-02-23 |
Family
ID=61462568
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720915099.7U Expired - Fee Related CN207027854U (en) | 2017-07-26 | 2017-07-26 | The initial approach to become a Buddhist believer type that misplaces section assembled stainless steel beam making bench |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207027854U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107379240A (en) * | 2017-07-26 | 2017-11-24 | 中交公局第二工程有限公司 | One kind dislocation initial approach to become a Buddhist believer type section assembled stainless steel beam making bench |
-
2017
- 2017-07-26 CN CN201720915099.7U patent/CN207027854U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107379240A (en) * | 2017-07-26 | 2017-11-24 | 中交公局第二工程有限公司 | One kind dislocation initial approach to become a Buddhist believer type section assembled stainless steel beam making bench |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 215000 No. 1 Building, Zhongjiao Famous Brand Business Plaza, 876 Changjiang Road, Suzhou High-tech Zone, Jiangsu Province Co-patentee after: CCCC FIRST HIGHWAY ENGINEERING GROUP Co.,Ltd. Patentee after: NO.2 ENGINEERING CO., LTD. OF CCCC FIRST HIGHWAY ENGINEERING Co.,Ltd. Address before: 215000 No. 1 Building, Zhongjiao Famous Brand Business Plaza, 876 Changjiang Road, Suzhou High-tech Zone, Jiangsu Province Co-patentee before: CCCC FIRST HIGHWAY ENGINEERING Co.,Ltd. Patentee before: NO.2 ENGINEERING CO., LTD. OF CCCC FIRST HIGHWAY ENGINEERING Co.,Ltd. |
|
| CP01 | Change in the name or title of a patent holder | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180223 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |