CN218623374U - Different intensity grade concrete placement plugging device of beam column node - Google Patents

Different intensity grade concrete placement plugging device of beam column node Download PDF

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Publication number
CN218623374U
CN218623374U CN202223182564.0U CN202223182564U CN218623374U CN 218623374 U CN218623374 U CN 218623374U CN 202223182564 U CN202223182564 U CN 202223182564U CN 218623374 U CN218623374 U CN 218623374U
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China
Prior art keywords
net
column node
fast
plugging device
beam column
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CN202223182564.0U
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Chinese (zh)
Inventor
梁超
王建飞
董宴丞
于永青
张晓彤
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Weihai Urban Investment Group Co ltd
Weihai Construction Group Co ltd
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Weihai Urban Investment Group Co ltd
Weihai Construction Group Co ltd
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Abstract

The utility model provides a different intensity level concrete placement plugging device of beam column node, include: fast easy binding off net and steel bar brace, be equipped with n on the fast easy binding off net and say V type net bone that is parallel to each other, the steel bar brace includes that n says erectly to prop, is parallel to each other between erectly propping, and the interval of erectly propping matches with the interval of the online adjacent V type net bone of fast easy binding off, the one end of erectly propping is passed through the stull and is fixed continuous, and n is more than or equal to 2's integer. The beneficial effects of the utility model are that owing to adopt above-mentioned technical scheme, can be convenient carry out the shutoff at beam column node, have with low costs, the characteristics of simple operation.

Description

Different intensity grade concrete placement plugging device of beam column node
Technical Field
The utility model relates to a civil engineering equipment technical field, specific is a different intensity level concrete placement plugging device of beam column node.
Background
Along with the increase of urban land price, the density of house buildings is gradually improved, and high-rise buildings are more and more common. However, under the condition of the ultra-high width ratio far away from the safety coefficient, the absolute stability of the high-rise building is ensured, and the ' strong column, weak beam, strong shear, weak bending ', strong node and strong anchoring ' are particularly important.
As is well known, the strength grades of the adopted concrete of the 'strong column' and the 'weak beam' are different, and according to the plugging effect of the previous engineering, the joint of the concrete with different strength grades has poor living impression and is easy to generate shrinkage cracks, so that the plugging measure of the beam-column joint is very critical.
The concrete blocking method of the prior art at the beam-column node is to use a mesh with a certain aperture to establish a partition surface at the beam-column node, for example, a lead net or a quick-easy-closing net is used to establish a partition between two kinds of concrete at the beam-column node. Use fast easy binding off net as the example, fast easy binding off net is fixed on roof beam framework of steel reinforcement, and the framework of steel reinforcement of roof beam includes main muscle in four corners, waist muscle and stirrup, and in the work progress, will at first close off the net soon and make with roof beam cross-section matched with squarely, offer the notch at two sides of square fast easy binding off net to the position of cooperation main muscle. In addition, when concrete placement is carried out to the beam column, pour post concrete earlier, back pouring beam concrete, the rigidity of the net self that easily closes up is very poor soon, and the post concrete of pouring can produce lateral pressure to the net that easily closes up soon, makes easily that the net warp or drops from the roof beam steel bar skeleton of easily closing up.
As shown in fig. 1, in a part of the construction process, in order to solve the problem, the fast and easy closing-up net and the beam steel reinforcement framework are arranged at a certain angle to reduce the lateral pressure of the column concrete, but in the construction process, the fast and easy closing-up net needs to stride across a plurality of stirrups on the beam steel reinforcement framework, so that the difficulty is increased for the installation of the fast and easy closing-up net, and the construction cost is increased.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a different intensity level concrete placement plugging device of beam column node especially is fit for the concrete shutoff at the beam column node of "strong post weak beam", can effectively solve the problem that the net intensity is not enough that easily closes up soon, has simple structure, the simple operation, advantage that the processing cost is low, very big reduction the construction degree of difficulty.
The technical scheme of the utility model is that:
the utility model provides a different intensity grade concrete placement plugging device of beam column node, includes: fast easy binding off net and steel bar brace, be equipped with n on the fast easy binding off net and say V type net bone that is parallel to each other, the steel bar brace includes that n says erectly to prop, is parallel to each other between erectly propping, and the interval of erectly propping matches with the interval of the online adjacent V type net bone of fast easy binding off, the one end of erectly propping is passed through the stull and is fixed continuous, and n is more than or equal to 2's integer.
The V-shaped net rib is a straight line long groove with a V-shaped structure on the quick and easy closing net and is a main source of the strength of the quick and easy closing net.
The utility model discloses when using, will fast easily close up net cut out into with roof beam cross-section matched with size, will fast easily close up the net according to the vertical state of V type net bone and fixed together with roof beam steel reinforcement skeleton. One side of keeping away from the post at the net that easily closes up sets up the reinforcing bar and props, and one side that the reinforcing bar propped offsets with the stirrup, and the opposite side that the reinforcing bar propped cooperatees with the V type net bone of the net that easily closes up soon.
The vertical support length of the steel bar support is matched with the height of the cross section of the beam, the distance and the number of the vertical supports are matched with the V-shaped net rib of the fast and easy closing-up net, and the steel bar support can be made temporarily by using deformed steel bars according to the fast and easy closing-up net in the same batch.
When pouring the post concrete, the lateral pressure is exerted for the fast easy binding off net to the post concrete, and fast easy binding off net itself is difficult to resist this pressure, sets up the reinforcing bar through the one side at the fast easy binding off net and props, props through the reinforcing bar and supports fast easy binding off net, and the reinforcing bar props to be spacing by the stirrup to the support that can be stable fast easy binding off net makes fast easy binding off net realize the shutoff function.
And a lifting handle is arranged on one side of the cross brace, which is far away from the vertical brace.
Specifically, the handle is arc-shaped.
After the beam column concrete is poured, the reinforcing steel bar support is pulled out before the concrete is finally set, the concrete can be repeatedly used when being plugged next time, and the lifting handle is convenient for the reinforcing steel bar support to be taken out.
The utility model has the advantages and positive effects be: due to the adoption of the technical scheme, the plugging device can be used for plugging the joints of the beam column conveniently and quickly, and has the characteristics of low cost and convenience in operation.
Drawings
FIG. 1 is a schematic view of the structure principle of a fast and easy closing net and a beam reinforcement framework in the prior art
FIG. 2 is a schematic view of the structural principle of the fast and easy closing-in net and beam reinforcement framework in the present application
FIG. 3 is a schematic view of the structure of a fast and easy closing-up net
FIG. 4 is a schematic view of the structure of the steel bar support
In the figure:
1. fast and easy closing net 2, steel bar support 3 and stirrup
4. Main tendon 5, lumbar tendon 11 and V-shaped mesh bone
12. Open slot 21, vertical brace 22, horizontal brace
23. Lifting handle
Detailed Description
As shown in fig. 2-4, the utility model discloses:
the utility model provides a different intensity grade concrete placement plugging device of beam column node, includes: fast easy binding off net 1 and reinforcing bar prop 2, be equipped with n on the fast easy binding off net and say V type net bone 11 that is parallel to each other, the reinforcing bar props including n way erects to prop 21, and is parallel to each other between erectting, and the interval of erectting props matches with the interval of fast easy binding off net adjacent V type net bone 11, the one end of erectting props is passed through stull 22 and is fixed continuous, and n is more than or equal to 2's integer.
And one side of the cross brace, which is far away from the vertical brace, is provided with a circular arc-shaped handle 23.
The working process of the example is as follows:
the utility model discloses when using, will fast easy binding off net 1 tailor into with roof beam cross-section matched with size, adopt the toothless saw to cut fast easy binding off net, guarantee that the cutting is in the same direction as straight level and smooth. The size of the fast and easy closing net is reduced by 5mm compared with the size of the cross section of the beam, so that the damage caused in the beam falling process is prevented. And welding a steel bar support by adopting HRB400 phi 12 steel bars, and welding the steel bar support according to the position of the beam steel bar and the position of the V-shaped net rib.
After the beam reinforcement is bound, the fast and easy binding net is bound and fixed on the stirrup 3 of the beam reinforcement framework. The fast and easy binding net needs to extend to the two sides and the bottom of the stirrup, and the position of the fast and easy binding net corresponding to the beam main rib 4 and the waist rib 5 is provided with a corresponding open slot 12 which penetrates through the steel bar to be bound to a position 5mm away from the edge of the template.
After the fast and easy closing net is bound to the stirrups, the reinforcing bar supports are inserted between the closing net and the stirrups and fall into the beam together.
After the beam column concrete is poured, the reinforcing steel bar support is pulled out before the concrete is finally set, and the concrete can be repeatedly used in the next plugging process.
While one embodiment of the present invention has been described in detail, the description is only a preferred embodiment of the present invention, and should not be considered as limiting the scope of the present invention. All the equivalent changes and improvements made according to the application scope of the present invention should still fall within the patent coverage of the present invention.

Claims (3)

1. The utility model provides a different intensity grade concrete placement plugging device of beam column node which characterized in that includes: fast easy binding off net and reinforcing bar prop, be equipped with n on the fast easy binding off net and say V type net bone that is parallel to each other, the reinforcing bar props including n says erects to prop, is parallel to each other between the erects to prop, and the interval of erects to prop matches with the interval of the online adjacent V type net bone of fast easy binding off, the one end of erectting to prop is passed through the stull and is fixed continuous, and n is more than or equal to 2's integer.
2. The different strength grade concrete pouring plugging device of beam-column node of claim 1 characterized in that: and a handle is arranged on one side of the cross brace far away from the vertical brace.
3. The different strength grade concrete placement plugging device of beam column node of claim 2 characterized in that: the handle is arc-shaped.
CN202223182564.0U 2022-11-30 2022-11-30 Different intensity grade concrete placement plugging device of beam column node Active CN218623374U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202223182564.0U CN218623374U (en) 2022-11-30 2022-11-30 Different intensity grade concrete placement plugging device of beam column node

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202223182564.0U CN218623374U (en) 2022-11-30 2022-11-30 Different intensity grade concrete placement plugging device of beam column node

Publications (1)

Publication Number Publication Date
CN218623374U true CN218623374U (en) 2023-03-14

Family

ID=85451644

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202223182564.0U Active CN218623374U (en) 2022-11-30 2022-11-30 Different intensity grade concrete placement plugging device of beam column node

Country Status (1)

Country Link
CN (1) CN218623374U (en)

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GR01 Patent grant
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CB03 Change of inventor or designer information

Inventor after: Liang Chao

Inventor after: Wang Jianfei

Inventor after: Dong Yancheng

Inventor after: Yu Yongqing

Inventor after: Zhang Xiaotong

Inventor before: Liang Chao

Inventor before: Wang Jianfei

Inventor before: Dong Yancheng

Inventor before: Yu Yongqing

Inventor before: Zhang Xiaotong