CN107035062A - A kind of shaped steel expansible steel reinforced concrete combination dry wall with ribbing - Google Patents
A kind of shaped steel expansible steel reinforced concrete combination dry wall with ribbing Download PDFInfo
- Publication number
- CN107035062A CN107035062A CN201710317306.3A CN201710317306A CN107035062A CN 107035062 A CN107035062 A CN 107035062A CN 201710317306 A CN201710317306 A CN 201710317306A CN 107035062 A CN107035062 A CN 107035062A
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- China
- Prior art keywords
- shaped steel
- steel
- stiffener
- ribbing
- plate
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
- E04C2/28—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups combinations of materials fully covered by groups E04C2/04 and E04C2/08
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/44—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
- E04C2/46—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose specially adapted for making walls
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
Abstract
Dry wall, including i shaped steel, stiffener, batten plate, concrete are combined present invention mainly discloses a kind of shaped steel expansible steel reinforced concrete with ribbing；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, and batten plate couples each stiffener, the casting concrete between the flange plate of i shaped steel.The present invention 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
【Technical field】
The present invention relates to steel building field of engineering technology, especially combine prefabricated with a kind of shaped steel expansible steel reinforced concrete with ribbing
Wall is relevant.
【Background technology】
Traditional concrete structure construction scene is high to artificial degree of dependence, and timber applies more, waste water, airborne dust in construction
Etc. seriously polluted, energy resource utilization ratio is low, but the shear wall structure system in concrete structure, and providing, preferable anti-side is firm
While spending, architectural composition is flexible.Particularly in residential structure, shear wall is relatively thin, can be with beneficial knot with building segmenting wall body
There is provided the comfortable interior space for conjunction.
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 that destroy the interior space globality and
Applicability；Steel structure fireproofing and anti-corrosion cost are of a relatively high, but concrete structure fire protecting performance is preferably, 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 expansible steel reinforced concrete combination with ribbing of shaped steel is pre-
Thus wall processed, this case produces.
【The content of the invention】
To solve the above problems, dry wall is combined it is an object of the invention to provide a kind of shaped steel expansible steel reinforced concrete with ribbing, will
Steel construction is effectively combined with concrete structure, give full play to concrete shear force wall architectural composition flexibly, steel construction system
Make the advantage that industrialization degree is high, speed of application is fast, while it is excellent to play the big material property of steel high-strength light, concrete rigidity
Gesture, preferably saves material, reduces environmental pollution, improve living environment, improve social benefit.
To achieve the above object, the present invention adopt the following technical scheme that for：
A kind of shaped steel expansible steel reinforced concrete combination dry wall with ribbing, including i shaped steel, stiffener, batten plate, concrete；It is I-shaped
Ladle 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 the edge of a wing
One half height of plate, batten plate couples each stiffener, the casting concrete between the flange plate of i shaped steel.
Some peg supports are laid between described batten plate and web.
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 present invention has the advantages that：
1st, the present invention can realize real after casting concrete in standardized designs, batch production making, prefabricated construction, cavity first
Existing compound action；
2nd, in cavity of the present invention after casting concrete, due to the supporting role of concrete, it can avoid or delay bending for shaped steel wall
Song, meanwhile, greatly improve the intensity, plasticity and toughness of concrete, the combination of two kinds of materials compensate for respective shortcoming so that
Material property gives full play to；
3rd, present invention production uses industrial equipment, and processing and fabricating speed is fast, and product quality is controllable；
4th, the wall in the present invention is relatively thin, can be according to building partition flexible arrangement so that space divides flexible；
5th, the present invention in wall both can load-bearing, but also as lateral resistant member, its anti-seismic performance is superior；
6th, the H profile steel and steel plate in the present invention can realize standardization, be conducive to saving construction cost, accelerate speed of production；
7th, fill concrete inside the wall in the present invention, realizes fire prevention and the corrosion-resistant performance of steel plate wall, without fire prevention
Coating and anticorrosive paint, it is cost-effective；
8th, perforate on the web in the present invention, can be that steel plate both sides concrete effectively links together, improve concrete
With the efficient combination of steel plate.
【Brief description of the drawings】
Fig. 1 is presently preferred embodiments of the present invention structural representation；
Fig. 2 is the diagrammatic cross-section of presently preferred embodiments of the present invention.
【Embodiment】
Refer to shown in Figure of description 1 to accompanying drawing 2, the present invention 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 has i shaped steel 1, stiffener
2nd, batten plate 3, peg 4, concrete 5.
I shaped steel 1 can be that three pieces of steel plate splicings are formed, or T steel and one piece of steel plate splicing are formed.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.Batten plate 3 is overlying on the surface on stiffener 2, for coupling each stiffener 2.Finally in i shaped steel 1
Flange plate 12 between casting concrete 5.Because the height of stiffener 2 is less than a half height of flange plate 12, therefore concrete 5
Batten plate 3 is coated, with 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, often capable circular hole 6 equidistantly laying.
The supporting welding of peg 4 is to set bolt according to actual calculated case between web 11 and batten plate 3 in the present embodiment
The quantity and distributing position of nail 4.Peg 4 is respectively distributed a line in the upper and lower of circular hole 6 in the present embodiment, and often capable peg 4 is equidistant
Lay.
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 (5)
1. a kind of shaped steel expansible steel reinforced concrete combination dry wall with ribbing, it is characterised in that：Including i shaped steel, stiffener, batten plate,
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 a half height of flange plate, batten plate couples each stiffener, the casting concrete between the flange plate of i shaped steel.
2. a kind of shaped steel expansible steel reinforced concrete combination dry wall with ribbing as claimed in claim 1, it is characterised in that：Described sews
Some peg supports are laid between plate and web.
3. a kind of shaped steel expansible steel reinforced concrete combination dry wall with ribbing as claimed in claim 2, it is characterised in that：Described bolt
Staple is equidistantly laid into some rows, often capable peg.
4. a kind of shaped steel expansible steel reinforced concrete combination dry wall with ribbing as claimed in claim 1, it is characterised in that：Described abdomen
Circular hole is opened up on plate.
5. a kind of shaped steel expansible steel reinforced concrete combination dry wall with ribbing as claimed in claim 4, it is characterised in that：Described circle
Hole has some rows, and often capable circular hole is equidistantly laid.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710317306.3A CN107035062A (en) | 2017-05-04 | 2017-05-04 | A kind of shaped steel expansible steel reinforced concrete combination dry wall with ribbing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710317306.3A CN107035062A (en) | 2017-05-04 | 2017-05-04 | A kind of shaped steel expansible steel reinforced concrete combination dry wall with ribbing |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107035062A true CN107035062A (en) | 2017-08-11 |
Family
ID=59537438
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710317306.3A Pending CN107035062A (en) | 2017-05-04 | 2017-05-04 | A kind of shaped steel expansible steel reinforced concrete combination dry wall with ribbing |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107035062A (en) |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| BE899499A (en) * | 1984-04-25 | 1984-08-16 | Encorp S A | Concrete floor esp. for buildings - comprises steel shuttering elements receiving concrete to form composite steel-concrete structure |
| JPH05287844A (en) * | 1992-04-09 | 1993-11-02 | Kajima Corp | Composite beam |
| CN1587575A (en) * | 2004-06-30 | 2005-03-02 | 清华大学 | Steel-concrete folding plate combined beam |
| CN201972269U (en) * | 2011-01-20 | 2011-09-14 | 陈云 | Prefabricated reinforcing steel bar concrete shear wall |
| KR20120121752A (en) * | 2011-04-27 | 2012-11-06 | 서울시립대학교 산학협력단 | Active deflection control prestressed beam |
| CN103883031A (en) * | 2014-03-23 | 2014-06-25 | 北京工业大学 | I-shaped multi-cavity double-steel-plate shear wall with built-in steel mesh reinforcement and manufacturing method |
| CN104251037A (en) * | 2013-06-29 | 2014-12-31 | 清华大学 | Steel-encased concrete-steel beam composite coupling beam and construction method thereof |
| CN204212286U (en) * | 2014-11-03 | 2015-03-18 | 中建八局第一建设有限公司 | A kind of reinforced steel plate-concrete combined shear wall with ribbing |
| CN204401822U (en) * | 2014-12-30 | 2015-06-17 | 长安大学 | A kind of built-in steel plate RPC compound shear wall |
| CN206752819U (en) * | 2017-05-04 | 2017-12-15 | 浙江绿筑集成科技有限公司 | A kind of shaped steel expansible steel reinforced concrete combination dry wall with ribbing |
-
2017
- 2017-05-04 CN CN201710317306.3A patent/CN107035062A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| BE899499A (en) * | 1984-04-25 | 1984-08-16 | Encorp S A | Concrete floor esp. for buildings - comprises steel shuttering elements receiving concrete to form composite steel-concrete structure |
| JPH05287844A (en) * | 1992-04-09 | 1993-11-02 | Kajima Corp | Composite beam |
| CN1587575A (en) * | 2004-06-30 | 2005-03-02 | 清华大学 | Steel-concrete folding plate combined beam |
| CN201972269U (en) * | 2011-01-20 | 2011-09-14 | 陈云 | Prefabricated reinforcing steel bar concrete shear wall |
| KR20120121752A (en) * | 2011-04-27 | 2012-11-06 | 서울시립대학교 산학협력단 | Active deflection control prestressed beam |
| CN104251037A (en) * | 2013-06-29 | 2014-12-31 | 清华大学 | Steel-encased concrete-steel beam composite coupling beam and construction method thereof |
| CN103883031A (en) * | 2014-03-23 | 2014-06-25 | 北京工业大学 | I-shaped multi-cavity double-steel-plate shear wall with built-in steel mesh reinforcement and manufacturing method |
| CN204212286U (en) * | 2014-11-03 | 2015-03-18 | 中建八局第一建设有限公司 | A kind of reinforced steel plate-concrete combined shear wall with ribbing |
| CN204401822U (en) * | 2014-12-30 | 2015-06-17 | 长安大学 | A kind of built-in steel plate RPC compound shear wall |
| CN206752819U (en) * | 2017-05-04 | 2017-12-15 | 浙江绿筑集成科技有限公司 | A kind of shaped steel expansible steel reinforced concrete combination dry wall with ribbing |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170811 |
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| RJ01 | Rejection of invention patent application after publication |