CN207160252U - A kind of close rib steel hoop Prefabricated combined beam of H profile steel and steel reinforced concrete dry wall connecting node - Google Patents

A kind of close rib steel hoop Prefabricated combined beam of H profile steel and steel reinforced concrete dry wall connecting node Download PDF

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Publication number
CN207160252U
CN207160252U CN201720489492.4U CN201720489492U CN207160252U CN 207160252 U CN207160252 U CN 207160252U CN 201720489492 U CN201720489492 U CN 201720489492U CN 207160252 U CN207160252 U CN 207160252U
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steel
combined beam
profile steel
reinforced concrete
prefabricated combined
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徐国军
王晓涛
马荣奎
李瑞锋
孙春峰
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Zhejiang Green Building Integration Technology Co Ltd
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Zhejiang Green Building Integration Technology Co Ltd
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Abstract

The utility model essentially discloses a kind of close rib steel hoop Prefabricated combined beam of H profile steel and steel reinforced concrete dry wall connecting node, including the close rib steel hoop Prefabricated combined beam of H profile steel, steel reinforced concrete dry wall, H type short corbels are set on steel reinforced concrete dry wall, it is connected by H types short corbel with the close rib steel hoop Prefabricated combined beam of H profile steel, the pouring concrete between flange plate and web above and below the shaped steel at connecting node position.The utility model possesses that construction speed is fast, anti-seismic performance is good, the advantage of the recyclable recycling of material, while can possess the advantages such as fire resisting, insulation, sound insulation, impact resistance.

Description

A kind of close rib steel hoop Prefabricated combined beam of H profile steel and steel reinforced concrete dry wall connecting node
【Technical field】
Steel building field of engineering technology is the utility model is related to, prefabricated group of rib steel hoop especially close with a kind of H profile steel It is relevant with steel reinforced concrete dry wall connecting node to close beam.
【Background technology】
In traditional architecture, most work need to be completed at the construction field (site), and long construction period, environmental pollution are serious, heap Stock ground big, workmen's shortage the problems such as suppressing the barrier of building industry progress.So increasing construction, It is the previous urgent problem of mesh with building elements such as prefabricated beam bodies and wall to research and develop various.
Therefore, in order to solve the above technical problems, present inventors have proposed a kind of close rib steel hoop Prefabricated combined beam of H profile steel and steel Mixed dry wall connecting node is relevant, to overcome the defect of the prior art.
【Utility model content】
To solve the above problems, the purpose of this utility model be to provide a kind of close rib steel hoop Prefabricated combined beam of H profile steel with The close rib steel hoop Prefabricated combined beam of steel reinforced concrete dry wall connecting node, wherein H profile steel, steel reinforced concrete combination dry wall are the generations of assembled architecture Table, possesses that construction speed is fast, anti-seismic performance is good, the advantage of the recyclable recycling of material, at the same can possess fire resisting, insulation, every The advantages such as sound, impact resistance.
To achieve the above object, the utility model adopt the following technical scheme that for：
A kind of close rib steel hoop Prefabricated combined beam of H profile steel and steel reinforced concrete dry wall connecting node, including the close rib steel hoop of H profile steel are prefabricated Combination beam, steel reinforced concrete dry wall, H type short corbels are set on steel reinforced concrete dry wall, it is pre- by H types short corbel and the close rib steel hoop of H profile steel Combination beam connection processed, the pouring concrete between flange plate and web above and below the shaped steel at connecting node position.
The close rib steel hoop Prefabricated combined beam of described H profile steel includes H profile steel, stirrup, vertical muscle, concrete；The top flange of H profile steel Plate, which opens up, wears muscle hole, and U-shaped stirrup is butted on H profile steel bottom wing listrium, while stirrup welds with upper and lower flange plate from the insertion of muscle hole is worn Connect；It is intraperitoneal that vertical muscle along H profile steel web direction penetrates H profile steel, and with stirrup colligation；Casting concrete inside H profile steel.
Described vertical muscle is four, the respectively distribution two of H profile steel web both sides.
Described vertical muscle end bending, bending segment are fixed with termination seal plate welding.
The web of described H profile steel equidistantly opens circular hole.
Described H types short corbel be and size identical H profile steel in the close rib steel hoop Prefabricated combined beam of H profile steel.
The web of the close rib steel hoop Prefabricated combined beam of described H profile steel and H type short corbel web bolt connections, between flange plate It is welded to connect.
The web of the close rib steel hoop Prefabricated combined beam of described H profile steel and H type short corbel webs, both junction upper and lower side shapes Into the arc notch of convenient welding.
Described U-shaped stirrup exposes the outer vertical muscle that insertion is interspersed with outside top flange plate, outer vertical muscle end bending with Steel reinforced concrete dry wall welds.
Described steel reinforced concrete dry wall is with the wall of steel plate bound edge, middle concrete perfusion.
Compared with prior art, the utility model has the advantages that：
1. the close rib steel hoop Prefabricated combined beam of H profile steel and steel reinforced concrete dry wall in the utility model are prefabricated in factory, The substantial amounts of work on the spot of traditional architecture is moved into factory to complete, the construction period at a large amount of reduction scenes.
2. there is a concrete cladding the close rib steel hoop Prefabricated combined beam of the H profile steel, steel reinforced concrete combination dry wall both sides, fire prevention and every Sound performance is good.
3. there is the close rib steel hoop Prefabricated combined beam of the H profile steel, steel reinforced concrete combination dry wall quality to be easily controlled, site operation letter It is single, quick.
The close rib steel hoop Prefabricated combined beam of 4.H shaped steel, steel reinforced concrete combination dry wall connection are reliable, easy for construction.
【Brief description of the drawings】
Fig. 1 is preferred embodiment structural representation of the present utility model；
Fig. 2 is the schematic diagram of the close rib steel hoop Prefabricated combined beam of H profile steel in preferred embodiment of the present utility model；
Fig. 3 is the section signal after the close rib steel hoop Prefabricated combined beam connection of H profile steel in preferred embodiment of the present utility model Figure；
Fig. 4 is the close rib steel hoop Prefabricated combined beam middle part amplification signal of H profile steel in preferred embodiment of the present utility model Figure；
Fig. 5 is the close rib steel hoop Prefabricated combined beam end portion amplification signal of H profile steel in preferred embodiment of the present utility model Figure.
【Embodiment】
Refer to shown in Figure of description 1 to accompanying drawing 5, the utility model is described in further details.
A kind of close rib steel hoop Prefabricated combined beam of H profile steel and steel reinforced concrete dry wall connecting node, mainly by the close rib steel hoop of H profile steel Prefabricated combined beam 1 and steel reinforced concrete dry wall 2 are attached.
For the close rib steel hoop Prefabricated combined beam 1 of H profile steel with reference to shown in Fig. 2, the part mainly included has H profile steel 3, stirrup 4, vertical muscle 5th, concrete 6.H profile steel 3 includes top flange plate 31, bottom wing listrium 32 and web 33, length according to the actual requirements depending on.In H types The top flange plate 31 of steel 3 open up two be respectively distributed to web both sides wear muscle hole 35, stirrup 4 is bent into U-shaped, then U in advance The opening both ends of the stirrup 4 of type are respectively inserted since wearing in muscle hole 35 respectively, are butted on the bottom wing listrium 32 of H profile steel 3, while stirrup 4 weld with top flange plate 31 and bottom wing listrium 32.
Vertical muscle 5 is parallel with along the web 33 of H profile steel 3, and it is intraperitoneal to penetrate H profile steel 3, is affixed on the inside of stirrup 4, and with stirrup 4 Banding fixed after overlap joint.Vertical muscle 5 in the present embodiment has 4, symmetrical with web 33, and both sides are respectively distributed two.Vertical muscle 5 End is bent, and the bending segment is welded and fixed with termination shrouding 7.Each one block of termination shrouding 7 in the both sides of web 33 of the one end of H profile steel 3.
Finally in the intraperitoneal progress factory grouting of H profile steel 3, vibrated concrete 6, the close rib steel hoop Prefabricated composite of H profile steel is formed Beam 1.After meeting the concrete curing phase, component can be put in storage or be delivered.Passed through for the ease of the both sides concrete 6 of web 33 It is logical, effectively entirety is formed, circular hole 34 is equidistantly opened up on web 33.
Steel reinforced concrete dry wall 2 is with the wall of the bound edge of steel plate 21, middle concrete perfusion.By prefabricated group of the close rib steel hoop of H profile steel Close beam 1 and steel reinforced concrete dry wall 2 is attached, H types short corbel 8 is installed on steel reinforced concrete dry wall 2, H types short corbel 8 is also mainly H Shaped steel, H type short corbel 8 median ventral plate 81 and H profile steel 3 identical with the size of H profile steel 3 in the close rib steel hoop Prefabricated combined beam 1 of H profile steel Web 33 connected by steel plate 82 and bolt 83.Flange plate 84,85 and the upper lower flange of H profile steel 3 above and below in H types short corbel 8 It is welded to connect between plate 31,32.In order to facilitate welding, in the median ventral plate 81 of H types short corbel 8 and the upper and lower side shape of web 33 of H profile steel 3 Into the arc notch 86 of convenient welding.
The outside of top flange plate 31 is exposed in the bottom of U-shaped stirrup 4, a cavity is formed with top flange plate 31, in the sky Intracavitary is interted into outer vertical muscle 9.The steel plate 21 that the end of outer vertical muscle 9 runs into steel reinforced concrete dry wall 2 is bent, and bending is welded in steel plate 21 Connect fixation.
After the completion of steelframe connection, flange plate above and below the shaped steel of the close rib steel hoop Prefabricated combined beam 1 of H profile steel and H types short corbel 8 The pouring concrete between web.
Embodiment above is only the preferred embodiment of this creation, all in this wound not to limit this creation Any modification, equivalent substitution and improvements for being done etc. within the spirit and principle of work, should be included in this creation protection domain it It is interior.

Claims (9)

1. a kind of close rib steel hoop Prefabricated combined beam of H profile steel and steel reinforced concrete dry wall connecting node, it is characterised in that：It is close including H profile steel Rib steel hoop Prefabricated combined beam, steel reinforced concrete dry wall, H type short corbels are set on steel reinforced concrete dry wall, pass through H types short corbel and H profile steel Close rib steel hoop Prefabricated combined beam connection, the pouring concrete between flange plate and web above and below the shaped steel at connecting node position.
2. a kind of close rib steel hoop Prefabricated combined beam of H profile steel as claimed in claim 1 and steel reinforced concrete dry wall connecting node, its feature It is：The close rib steel hoop Prefabricated combined beam of described H profile steel includes H profile steel, stirrup, vertical muscle, concrete；The top flange plate of H profile steel Open up and wear muscle hole, U-shaped stirrup is butted on H profile steel bottom wing listrium, while stirrup and upper and lower edge of a wing plate weld from the insertion of muscle hole is worn； It is intraperitoneal that vertical muscle along H profile steel web direction penetrates H profile steel, and with stirrup colligation；Casting concrete inside H profile steel.
3. a kind of close rib steel hoop Prefabricated combined beam of H profile steel as claimed in claim 2 and steel reinforced concrete dry wall connecting node, its feature It is：Described vertical muscle is four, the respectively distribution two of H profile steel web both sides.
4. a kind of close rib steel hoop Prefabricated combined beam of H profile steel as claimed in claim 2 and steel reinforced concrete dry wall connecting node, its feature It is：Described vertical muscle end bending, bending segment are fixed with termination seal plate welding.
5. a kind of close rib steel hoop Prefabricated combined beam of H profile steel as claimed in claim 2 and steel reinforced concrete dry wall connecting node, its feature It is：The web of described H profile steel equidistantly opens circular hole.
6. a kind of close rib steel hoop Prefabricated combined beam of H profile steel as claimed in claim 1 and steel reinforced concrete dry wall connecting node, its feature It is：Described H types short corbel be and size identical H profile steel in the close rib steel hoop Prefabricated combined beam of H profile steel.
7. a kind of close rib steel hoop Prefabricated combined beam of H profile steel as claimed in claim 1 and steel reinforced concrete dry wall connecting node, its feature It is：The web of the close rib steel hoop Prefabricated combined beam of described H profile steel and H type short corbel web bolt connections, weld between flange plate Connect in succession.
8. a kind of close rib steel hoop Prefabricated combined beam of H profile steel as claimed in claim 1 and steel reinforced concrete dry wall connecting node, its feature It is：The web of the close rib steel hoop Prefabricated combined beam of described H profile steel and H type short corbel webs, both form junction upper and lower side The arc notch of convenient welding.
9. a kind of close rib steel hoop Prefabricated combined beam of H profile steel as claimed in claim 2 and steel reinforced concrete dry wall connecting node, its feature It is：Described U-shaped stirrup exposes the outer vertical muscle that insertion is interspersed with outside top flange plate, outer vertical muscle end bending and steel reinforced concrete Dry wall welds.
CN201720489492.4U 2017-05-04 2017-05-04 A kind of close rib steel hoop Prefabricated combined beam of H profile steel and steel reinforced concrete dry wall connecting node Active CN207160252U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115434252A (en) * 2022-10-09 2022-12-06 甘肃交设智远实业有限公司 Pretensioned prestressing steel concrete combined bracket bearing structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115434252A (en) * 2022-10-09 2022-12-06 甘肃交设智远实业有限公司 Pretensioned prestressing steel concrete combined bracket bearing structure

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