CN209227583U - Steel-structure factory building isolated footing short column package assembly - Google Patents
Steel-structure factory building isolated footing short column package assembly Download PDFInfo
- Publication number
- CN209227583U CN209227583U CN201822033824.5U CN201822033824U CN209227583U CN 209227583 U CN209227583 U CN 209227583U CN 201822033824 U CN201822033824 U CN 201822033824U CN 209227583 U CN209227583 U CN 209227583U
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- steel
- isolated footing
- bar rack
- column
- reinforcement cage
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Abstract
The utility model relates to a kind of steel-structure factory building isolated footing short column package assemblies, belong to technical field of building construction, specifically include the bottom muscle mesh sheet being laid on bed course, Steel bar rack is installed in the bottom muscle mesh sheet, the Corner Strapped of the Steel bar rack is on bed course, isolated footing column steel reinforcement cage is fixed in the Steel bar rack, the isolated footing column steel reinforcement cage extends at the top of Steel bar rack, bottom is fixed in the muscle mesh sheet of bottom, the isolated footing column steel reinforcement cage top is provided with foundation bolt component, the foundation bolt component includes that multiple evenly arranged foundation bolts are constituted, the foundation bolt component is fixed in the column steel reinforcement cage of isolated footing, and bottom extends in Steel bar rack, the outer cover of the isolated footing column steel reinforcement cage is equipped with formwork for placing component, the formwork for placing component bottom is supported on Steel bar rack, this Utility model construction is simple, being capable of isolated footing short column construction efficiency significantly.
Description
Technical field
The utility model relates to a kind of steel-structure factory building isolated footing short column package assemblies, belong to building construction technology neck
Domain.
Background technique
In recent years, with a strategic transformation of the economic overall architecture of macroeconomic even running and China, garden is made
For the main carriers of economic development, Xiang Genggao target transition and upgrade is the inexorable trend of development.Especially in engineering field, garden hair
Is there are some new trend and feature in exhibition mode, it may be assumed that engineering area is big, construction period is tight, quality standard is high and with steel knot
Structure is Main Patterns.In group's structural steelwork, the positioning of foundation bolt, is the emphasis of engineering in the construction of isolated footing,
It is also difficult point.
Traditional construction method speed of application is slow, isolated footing column is difficult to control in construction central axes deviation, foundation bolt
Positioning is difficult to meet construction requirement, and it is many unfavorable to bring to follow-up work.
Utility model content
To solve technical problem of the existing technology, the utility model provides a kind of construction is simple, can significantly solely
The steel-structure factory building isolated footing short column package assembly of vertical basis short column construction efficiency.
To achieve the above object, technical solution used by the utility model is the assembling of steel-structure factory building isolated footing short column
Structure is equipped with Steel bar rack including the bottom muscle mesh sheet being laid on bed course in the bottom muscle mesh sheet, and the four of the Steel bar rack
Angle is fixed on bed course, is fixed with isolated footing column steel reinforcement cage in the Steel bar rack, the isolated footing column steel reinforcement cage prolongs
It extends at the top of Steel bar rack, bottom is fixed in the muscle mesh sheet of bottom, and the isolated footing column steel reinforcement cage top is provided with foundation bolt
Component, the foundation bolt component include that multiple evenly arranged foundation bolts are constituted, and the foundation bolt component is fixed on solely
In vertical foundation columns steel reinforcement cage, and bottom extends in Steel bar rack, and the outer cover of the isolated footing column steel reinforcement cage, which is equipped with, to be poured
Template component, the formwork for placing component bottom are supported on Steel bar rack.
Preferably, the Steel bar rack be by the cuboid or cube structure of more reinforcement weldings, and the cuboid or
The four edges in each face of square all extend to the outside of cuboid or square, and each face of the cuboid or square is equal
It is fixed with oblique pull rinforcement bar.
Preferably, determined by tying up silk and being fixed on the quadrangle of pre-buried four spacer bars on the bed course, the Steel bar rack
On the reinforcing bar of position.
Compared with prior art, the utility model has following technical effect that the utility model construction is simple, conveniently, adopts
With the size support Steel bar rack and formwork for placing component according to isolated footing column, then Steel bar rack is transported to job location
Assembly welding is carried out with bed course, isolated footing column steel reinforcement cage and foundation bolt group and forms an entirety, finally by formwork for placing group
Part is sleeved on outside the column steel reinforcement cage of isolated footing, completes the assembling of entire component, easy to operate, enormously simplifies construction process,
Pipelining improves place of working degree of specialization, had not only accelerated the construction speed of single column foundation, but also independence is effectively guaranteed
The accuracy of base for post and embedding anchor bolts position and absolute altitude.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model.
Fig. 2 is the utility model cross section structure schematic diagram.
Fig. 3 is the structural schematic diagram of Steel bar rack in the utility model.
Specific embodiment
In order to which technical problem to be solved in the utility model, technical solution and beneficial effect is more clearly understood, with
Lower combination accompanying drawings and embodiments, the present invention will be further described in detail.It should be appreciated that specific reality described herein
It applies example to be only used to explain the utility model, is not used to limit the utility model.
As shown in Figure 1 to Figure 3, steel-structure factory building isolated footing short column package assembly, including the bottom muscle being laid on bed course 1
Mesh sheet 2 is equipped with Steel bar rack 3 in bottom muscle mesh sheet 2, the Corner Strapped of Steel bar rack 3 on bed course 1, Steel bar rack 3 it is interior solid
Surely there is isolated footing column steel reinforcement cage 4, isolated footing column steel reinforcement cage 4 extends to 3 top of Steel bar rack, and bottom is fixed on bottom muscle mesh sheet
On 2, column steel reinforcement cage 4 top in isolated footing is provided with foundation bolt component 5, and foundation bolt component 5 includes multiple evenly arranged
Foundation bolt is constituted, and foundation bolt component 5 is fixed in isolated footing column steel reinforcement cage 4, and bottom extends in Steel bar rack 3,
The outer cover of isolated footing column steel reinforcement cage 4 is equipped with formwork for placing component 6, and 6 bottom of formwork for placing component is supported on Steel bar rack 3
On.
Wherein, Steel bar rack 3 is by the cuboid or cube structure of more reinforcement weldings, and the cuboid or square
The four edges in each face all extend to the outside of cuboid or square, and Steel bar rack two bulge suitable for reading point is mainly used for
Rest formwork for placing component, in addition the reinforcing bar protrusion part of two sides is mainly used for controlling protective layer thickness, cuboid or pros
Each face of body is provided with oblique pull rinforcement bar 7.Pre-buried four spacer bars 8 on bed course 1, the quadrangle of Steel bar rack 3 is by tying up
Silk is fixed on spacer bar 8.
When the utility model is used, according to design drawing, then screwing steel bars bracket 3 and formwork for placing component 6 will add
Work Steel bar rack 3 and formwork for placing component 6 are transported to construction site.First construction cushion coat 1, then carries out independent base on bed course 1
Plinth line setting is laid with bottom muscle mesh sheet 2, and then pre-buried four spacer bars 8 on bed course, are placed on bed course 1 for Steel bar rack 3
On, the quadrangle of Steel bar rack 3 passes through respectively ties up silk and is fixed on spacer bar 9, then welds isolated footing in Steel bar rack 3
Then column steel reinforcement cage 4 fixes foundation bolt component 5 in isolated footing column steel reinforcement cage 4, using anchor bolt positioning plate by bolt
Fix in position is finally set with formwork for placing component 6 in isolated footing column steel reinforcement cage 4, completes installation.Whole process is easy for construction,
Not only the construction speed of single column foundation had been accelerated, but also the standard of single column foundation Yu embedding anchor bolts position and absolute altitude is effectively guaranteed
True property improves construction efficiency.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this
Made any modifications, equivalent replacements, and improvements etc., should all wrap in the utility model model within the spirit and principle of utility model
In enclosing.
Claims (3)
1. steel-structure factory building isolated footing short column package assembly, it is characterised in that: including the bottom muscle mesh sheet being laid on bed course, institute
It states and Steel bar rack is installed in the muscle mesh sheet of bottom, the Corner Strapped of the Steel bar rack is fixed in the Steel bar rack on bed course
There is isolated footing column steel reinforcement cage, the isolated footing column steel reinforcement cage extends at the top of Steel bar rack, and bottom is fixed on bottom muscle mesh sheet
On, the isolated footing column steel reinforcement cage top is provided with foundation bolt component, and the foundation bolt component includes multiple uniform rows
The foundation bolt of cloth is constituted, and the foundation bolt component is fixed in the column steel reinforcement cage of isolated footing, and bottom extends to reinforcement bar support
In frame, the outer cover of the isolated footing column steel reinforcement cage is equipped with formwork for placing component, and the formwork for placing component bottom is supported on
On Steel bar rack.
2. steel-structure factory building isolated footing short column package assembly according to claim 1, it is characterised in that: the reinforcement bar support
Frame is by the cuboid or cube structure of more reinforcement weldings, and the cuboid or the four edges in each face of square extend
To the outside of cuboid or square, each face of the cuboid or square is respectively and fixedly provided with oblique pull rinforcement bar.
3. steel-structure factory building isolated footing short column package assembly according to claim 1, it is characterised in that: on the bed course
Pre-buried four spacer bars, the quadrangle of the Steel bar rack is fixed on spacer bar by tying up silk.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822033824.5U CN209227583U (en) | 2018-12-05 | 2018-12-05 | Steel-structure factory building isolated footing short column package assembly |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822033824.5U CN209227583U (en) | 2018-12-05 | 2018-12-05 | Steel-structure factory building isolated footing short column package assembly |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209227583U true CN209227583U (en) | 2019-08-09 |
Family
ID=67506325
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822033824.5U Active CN209227583U (en) | 2018-12-05 | 2018-12-05 | Steel-structure factory building isolated footing short column package assembly |
Country Status (1)
| Country | Link |
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| CN (1) | CN209227583U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113585326A (en) * | 2021-08-17 | 2021-11-02 | 广东德泽建设工程有限公司 | Accurate pre-embedding structure and method for foundation anchor bolt of street lamp |
| CN114033191A (en) * | 2021-12-13 | 2022-02-11 | 中国化学工程第十一建设有限公司 | Anchor plate type foundation bolt positioning method |
| CN115233750A (en) * | 2022-08-10 | 2022-10-25 | 中国十七冶集团有限公司 | Steel construction assembled basis short column measures positioner |
-
2018
- 2018-12-05 CN CN201822033824.5U patent/CN209227583U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113585326A (en) * | 2021-08-17 | 2021-11-02 | 广东德泽建设工程有限公司 | Accurate pre-embedding structure and method for foundation anchor bolt of street lamp |
| CN114033191A (en) * | 2021-12-13 | 2022-02-11 | 中国化学工程第十一建设有限公司 | Anchor plate type foundation bolt positioning method |
| CN114033191B (en) * | 2021-12-13 | 2023-05-23 | 中国化学工程第十一建设有限公司 | Anchor plate type anchor bolt positioning method |
| CN115233750A (en) * | 2022-08-10 | 2022-10-25 | 中国十七冶集团有限公司 | Steel construction assembled basis short column measures positioner |
| CN115233750B (en) * | 2022-08-10 | 2023-08-29 | 中国十七冶集团有限公司 | Steel construction assembled basis short column measurement positioner |
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