CN206752751U

CN206752751U - A kind of modified form shaped steel expansible steel reinforced concrete combination dry wall with ribbing

Info

Publication number: CN206752751U
Application number: CN201720490073.2U
Authority: CN
Inventors: 徐国军; 蒋路; 李瑞锋; 刘新华; 王晓涛
Original assignee: Zhejiang Green Building Integration Technology Co Ltd
Current assignee: Zhejiang Green Building Integration Technology Co Ltd
Priority date: 2017-05-04
Filing date: 2017-05-04
Publication date: 2017-12-15
Anticipated expiration: 2027-05-04

Abstract

The utility model essentially discloses a kind of modified form shaped steel expansible steel reinforced concrete combination dry wall with ribbing, including i shaped steel, stiffener, bar-mat reinforcement, concrete；I shaped steel includes web, both sides flange plate, and the stiffener parallel with flange plate is laid with web, and the height of stiffener is less than a half height of flange plate, in plate surface of putting more energy into covered with bar-mat reinforcement, the casting concrete between the flange plate of i shaped steel.The utility model plays the big material property advantage of steel high-strength light, concrete rigidity, preferably saves material, reduces environmental pollution, improve living environment, improve social benefit.

Description

A kind of modified form shaped steel expansible steel reinforced concrete combination dry wall with ribbing

【Technical field】

Steel building field of engineering technology is the utility model is related to, it is especially with ribbing expansible with a kind of modified form shaped steel Steel reinforced concrete combination dry wall it is relevant.

【Background technology】

Traditional concrete structure construction scene is high to artificial degree of dependence, and in constructing timber using more, waste water, Airborne dust etc. is seriously polluted, and energy resource utilization ratio is low, but the shear wall structure system in concrete structure, preferably anti-providing While the rigidity of side, architectural composition is flexible.Particularly in residential structure, shear wall is relatively thin, can have with building segmenting wall body Benefit combines, there is provided the comfortable interior space.

Steel construction as a kind of building system of industrialization, meet standardized designs, batch production making, prefabricated construction, The building industrialization standard requirement of information system management.At present, multi and tall steel building residential housing is frequently with steel core concrete column, room Inside have steel column salient angle so that furnishings and room arrangement by a definite limitation, so as to destroy the globality of the interior space and Applicability；Steel structure fireproofing and anti-corrosion cost are of a relatively high, but concrete structure fire protecting performance is preferable, how to cut concrete It is current architecture configuration field urgent problem that power wall combines with the advantage of steel construction.

Therefore, in order to solve the above technical problems, present inventors have proposed a kind of modified form shaped steel expansible steel reinforced concrete with ribbing Dry wall is combined, thus this case produces.

【Utility model content】

To solve the above problems, the purpose of this utility model is to provide a kind of modified form shaped steel expansible steel reinforced concrete with ribbing Dry wall is combined, steel construction and concrete structure are effectively combined, give full play to the architectural composition of concrete shear force wall Flexibly, the advantage that structure steel fabrication industrialization degree is high, speed of application is fast, while play steel high-strength light, concrete rigidity Big material property advantage, material is preferably saved, is reduced environmental pollution, is improved living environment, improves social benefit.

To achieve the above object, the utility model adopt the following technical scheme that for：

A kind of modified form shaped steel expansible steel reinforced concrete combination dry wall with ribbing, including i shaped steel, stiffener, bar-mat reinforcement, Concrete；I shaped steel includes web, both sides flange plate, and the stiffener parallel with flange plate, stiffener are laid with web Height be less than flange plate a half height, in plate surface of putting more energy into covered with bar-mat reinforcement, poured between the flange plate of i shaped steel Build concrete.

Some peg supports are laid between described bar-mat reinforcement and web.

Described bar-mat reinforcement includes horizontal bar and vertical muscle, and peg is laid with the node that horizontal bar and vertical muscle intersect.

Described bar-mat reinforcement includes horizontal bar and vertical muscle, and peg is equidistantly laid with vertical muscle.

Described peg lines up some rows, and often capable peg is equidistantly laid.

Circular hole is opened up on described web.

Described circular hole has some rows, and often capable circular hole is equidistantly laid.

Compared with prior art, the utility model has the advantages that：

1st, the utility model can realize standardized designs, batch production making, prefabricated construction first, be poured in cavity mixed Compound action is realized after solidifying soil；

2nd, in the utility model cavity after casting concrete, due to the supporting role of concrete, can avoid or delayed-type The flexing of steel wall, meanwhile, greatly improve the intensity, plasticity and toughness of concrete, the combinations of two kinds of materials compensate for respective Shortcoming so that material property gives full play to；

3rd, the utility model production uses industrial equipment, and processing and fabricating speed is fast, and product quality is controllable；

4th, the wall in the utility model is relatively thin, can be according to building partition flexible arrangement so that space division spirit It is living；

5th, the wall in the utility model both can load-bearing, it is superior but also as lateral resistant member, its anti-seismic performance；And wall Bar-mat reinforcement is provided with face, the ability of anti-deformation of wall is high；

6th, the H profile steel in the utility model and steel plate can realize standardization, be advantageous to saving construction cost, accelerate production speed Degree；

7th, fill concrete inside the wall in the utility model, fire prevention and the corrosion-resistant performance of steel plate wall are realized, It is cost-effective without fireproof coating and anticorrosive paint；

8th, it perforate on the web in the utility model, can be that steel plate both sides concrete effectively links together, improve The efficient combination of concrete and steel plate.

【Brief description of the drawings】

Fig. 1 is preferred embodiment structural representation of the present utility model；

Fig. 2 is the diagrammatic cross-section of preferred embodiment of the present utility model.

【Embodiment】

Refer to shown in Figure of description 1 to accompanying drawing 2, the utility model is described in further details.

A kind of shaped steel expansible steel reinforced concrete combination dry wall with ribbing, the part being mainly concerned with have i shaped steel 1, stiffener 2nd, bar-mat reinforcement 3, peg 4, concrete 5.

I shaped steel 1 can be that three pieces of steel plate splicings form, or T steel and one piece of steel plate splicing form.It is I-shaped Steel 1 includes web 11 and two blocks of flange plates 12 positioned at both sides.Metope is symmetrical with web 11, is divided into tow sides.In web Some pieces of stiffeners 2 are laid with 11, stiffener 2 is parallel with flange plate 12, and equidistantly distributed.The height of stiffener 2 is less than One half height of flange plate 12.

Bar-mat reinforcement 3 is to include some horizontal bars 31 and the net that forms of some square crossings of vertical muscle 32 distribution, is overlying on stiffener 2 Surface, added bar-mat reinforcement 3 to strengthen the ability of anti-deformation of wall.Finally poured between the flange plate 12 of i shaped steel 1 Concrete 5.Because the height of stiffener 2 is less than a half height of flange plate 12, therefore concrete 5 has coated bar-mat reinforcement 3, has Good fire prevention and corrosion-resistant performance.

In order that obtaining concrete 5 more forms an entirety, some circular holes 6 are opened up on web 11.Circle in the present embodiment Hole 6, the circular hole 6 often gone equidistantly are laid.

The supporting welding of peg 4 between web 11 and bar-mat reinforcement 3, is set according to actual calculated case in the present embodiment The quantity and distributing position of peg 4.For example peg 4 is set on horizontal bar 31 and the crossover node of vertical muscle 32.Again such as can be vertical Equidistant laying peg 4 on muscle 32.

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

A kind of 1. modified form shaped steel expansible steel reinforced concrete combination dry wall with ribbing, it is characterised in that：Including i shaped steel, put more energy into Plate, bar-mat reinforcement, concrete；I shaped steel includes web, both sides flange plate, and parallel with flange plate put more energy into is laid with web Plate, the height of stiffener is less than a half height of flange plate, in plate surface of putting more energy into covered with bar-mat reinforcement, on the edge of a wing of i shaped steel Casting concrete between plate.
A kind of 2. modified form shaped steel expansible steel reinforced concrete combination dry wall with ribbing as claimed in claim 1, it is characterised in that：Institute Some peg supports are laid between the bar-mat reinforcement and web stated.
A kind of 3. modified form shaped steel expansible steel reinforced concrete combination dry wall with ribbing as claimed in claim 2, it is characterised in that：Institute The bar-mat reinforcement stated includes horizontal bar and vertical muscle, and peg is laid with the node that horizontal bar and vertical muscle intersect.
A kind of 4. modified form shaped steel expansible steel reinforced concrete combination dry wall with ribbing as claimed in claim 2, it is characterised in that：Institute The bar-mat reinforcement stated includes horizontal bar and vertical muscle, and peg is equidistantly laid with vertical muscle.
A kind of 5. modified form shaped steel expansible steel reinforced concrete combination dry wall with ribbing as claimed in claim 2, it is characterised in that：Institute The peg stated lines up some rows, and often capable peg is equidistantly laid.
A kind of 6. modified form shaped steel expansible steel reinforced concrete combination dry wall with ribbing as claimed in claim 1, it is characterised in that：Institute Circular hole is opened up on the web stated.
A kind of 7. modified form shaped steel expansible steel reinforced concrete combination dry wall with ribbing as claimed in claim 6, it is characterised in that：Institute The circular hole stated has some rows, and often capable circular hole is equidistantly laid.