CN104878953A - Building supporting structure - Google Patents

Building supporting structure Download PDF

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Publication number
CN104878953A
CN104878953A CN201510227171.2A CN201510227171A CN104878953A CN 104878953 A CN104878953 A CN 104878953A CN 201510227171 A CN201510227171 A CN 201510227171A CN 104878953 A CN104878953 A CN 104878953A
Authority
CN
China
Prior art keywords
shear wall
reinforcement
tension rib
fixed
double
Prior art date
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.)
Pending
Application number
CN201510227171.2A
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Chinese (zh)
Inventor
文国栋
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Chengdu Juzhi Industrial Design Co Ltd
Original Assignee
Chengdu Juzhi Industrial Design Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Chengdu Juzhi Industrial Design Co Ltd filed Critical Chengdu Juzhi Industrial Design Co Ltd
Priority to CN201510227171.2A priority Critical patent/CN104878953A/en
Publication of CN104878953A publication Critical patent/CN104878953A/en
Pending legal-status Critical Current

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Abstract

The present invention discloses a building supporting structure. The building supporting structure comprises a shear wall board; top portions of two sides of the shear wall board are vertically equipped with edge members; each edge member is of a bended structure; the edge members are fixed on the shear wall board; a horizontally distributed rib is disposed in the shear wall board; two ends of the horizontally distributed rib are embedded into the shear wall board; the horizontally distributed rib is vertically provided with double-row reinforcements respectively at positions close to two ends of the horizontally distributed rib; the top of each double-row reinforcement is fixed in the horizontally distributed rib; the bottom of each double-row reinforcement is fixed on the shear wall board; a Rachel reinforcement is connected between the two double-row reinforcements; two ends of the Rachel reinforcement are fixed to the double-row reinforcements; more than one steel guard board is installed in the Rachel reinforcement; the steel guard boards are fixed to the Rachel reinforcement; and lower surfaces of the Rachel reinforcement are equipped with a core body. The building supporting structure is good in rigidity, good in self stability and high in anti-deformation capability, and is resistant to corrosion and moisture, the total body mass of the building supporting structure member is decreased, construction safety is further guaranteed, seismic capability is greatly enhanced, and protective property is good.

Description

Architectural support structure
Technical field
The present invention relates to a kind of braced structures, particularly a kind of architectural support structure.
Background technology
Builing industry is the important substance production division of national economy, the development of it and whole national economy, the improvement of people's lives has close relationship, along with expanding economy, improving constantly of people's living standard, also more and more higher to the requirement of material in building, must reach economical, many-sided requirement such as safety and environmental protection, and along with the development at home of assembly concrete component, shear wall structure is as a kind of main structural system, its ductility and shock resistance are more and more subject to the common concern of builing industry, at present, the arrangement of reinforcement of widely used shear wall is all horizontal and vertical configuration, under the effect of horizontal seismic force, support the main pulling force be subject to concrete inconsistent, the emergence and development of diagonal crack cannot be limited, so cause the intensity of shear wall structure, supporting capacity and shock resistance are short of all to some extent, need to make corresponding safeguard procedures on the basis of this.
Summary of the invention
The technical problem to be solved in the present invention is: overcome the problems referred to above, provides a kind of and has good rigidity, can anticorrosion protection against the tide, and self stability is good, the architectural support structure that non-deformability is strong.
To achieve these goals, the technical solution used in the present invention is such: architectural support structure of the present invention, comprise shear wall slab, shear wall slab two side roof part is vertically provided with edge member, edge member is bending structure, and edge member is fixed on shear wall slab, horizontal cloth muscle is provided with in shear wall slab, horizontal cloth muscle two ends embed and are arranged in shear wall slab, horizontal cloth muscle is vertically provided with double arrangement of reinforcement near two ends place, double arrangement of reinforcement top is fixed in horizontal cloth muscle, be fixed on bottom it on shear wall slab, tension rib is connected with between two double arrangements of reinforcement, tension rib two ends are fixed on double arrangement of reinforcement, in tension rib, steel panel is installed, more than one of steel panel, and steel panel is fixed on tension rib, tension rib soffit is provided with core body, be connected by latch between core body with tension rib.
Further, as a kind of concrete form of structure, in core body of the present invention, abaculus is installed, more than one of abaculus, and is connected by steel nail between abaculus between two.
Further, as a kind of concrete form of structure, horizontal cloth muscle two ends of the present invention and shear wall slab junction are provided with horizontal building block.
Further, as a kind of concrete form of structure, the built-in drawknot steel plate of tension rib of the present invention, is connected by securing member between drawknot steel plate and tension rib.
Further, as a kind of concrete form of structure, steel panel Surface coating of the present invention has corrosion-resistant material layer.
Further, as a kind of concrete form of structure, be connected with cushion block between double arrangement of reinforcement of the present invention and tension rib, cushion block inward at both ends caves in.
Further, as a kind of concrete form of structure, core body of the present invention is del structure, prismatic braced structures or corrugated core.
Compared with prior art, the invention has the advantages that: this architectural support structure has good rigidity, can anticorrosion protection against the tide, self stability is good, non-deformability is strong, alleviates the total quality of architectural support structure part, further ensures the safety of construction, significantly enhance shock resistance, protective is good.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the present invention is further described.
Fig. 1 is structural representation of the present invention; In figure: 1. shear wall slab; 2. edge member; 3. horizontal cloth muscle; 4. tension rib; 5. steel panel; 6. double arrangement of reinforcement; 7. core body.
Detailed description of the invention
In conjunction with the accompanying drawings, the present invention is further detailed explanation.These accompanying drawings are the schematic diagram of simplification, only basic structure of the present invention are described in a schematic way, and therefore it only shows the formation relevant with the present invention.
The preferred embodiment of architectural support structure of the present invention as shown in Figure 1, comprise shear wall slab 1, shear wall slab 1 liang of side roof part is vertically provided with edge member 2, edge member 2 is in bending structure, and edge member 2 is fixed on shear wall slab 1, horizontal cloth muscle 3 is provided with in shear wall slab 1, horizontal cloth muscle 3 two ends embed and are arranged in shear wall slab 1, horizontal cloth muscle 3 is vertically provided with double arrangement of reinforcement 6 near two ends place, double arrangement of reinforcement 6 top is fixed in horizontal cloth muscle 3, be fixed on shear wall slab 1 bottom it, tension rib 4 is connected with between two double arrangements of reinforcement 6, tension rib 4 two ends are fixed on double arrangement of reinforcement 6, steel panel 5 is installed in tension rib 4, more than one of steel panel 5, and steel panel 5 is fixed on tension rib 4, tension rib 4 soffit is provided with core body 7, be connected by latch between core body 7 with tension rib 4, in described core body 7, abaculus is installed, more than one of abaculus, and connected by steel nail between abaculus between two, described horizontal cloth muscle 3 two ends and shear wall slab 1 junction are provided with horizontal building block, the built-in drawknot steel plate of described tension rib 4, be connected by securing member between drawknot steel plate and tension rib 4, described steel panel 5 Surface coating has corrosion-resistant material layer, cushion block is connected with between described double arrangement of reinforcement 6 and tension rib 4, cushion block inward at both ends caves in, described core body 7 is in del structure, prismatic braced structures or corrugated core.
Architectural support structure of the present invention has good rigidity, can anticorrosion protection against the tide, self stability is good, and non-deformability is strong, alleviate the total quality of architectural support structure part, further ensure the safety of construction, significantly enhance shock resistance, protective is good, in described core body 7, abaculus is installed, more than one of abaculus, and connected by steel nail between abaculus between two, improve the overall structure of core body 7; Described horizontal cloth muscle 3 two ends and shear wall slab 1 junction are provided with horizontal building block, make its horizontal cloth muscle 3 two ends be connected more firm with shear wall slab 1; The built-in drawknot steel plate of described tension rib 4, is connected by securing member between drawknot steel plate and tension rib 4, improves drawknot dynamics; Described steel panel 5 Surface coating has corrosion-resistant material layer, can not produce corrosion phenomenon; Be connected with cushion block between described double arrangement of reinforcement 6 and tension rib 4, cushion block inward at both ends caves in, and can play certain cushioning effect; Described core body 7 is in del structure, prismatic braced structures or corrugated core, and result of use is better, and available property is more.
With above-mentioned according to desirable embodiment of the present invention for enlightenment, by above-mentioned description, relevant staff completely can in the scope not departing from this invention technological thought, carry out various change and amendment, the technical scope of this invention is not limited to the content on manual, must determine its technical scope according to right.

Claims (1)

1. an architectural support structure, comprise shear wall slab, it is characterized in that: shear wall slab two side roof part is vertically provided with edge member, edge member is bending structure, and edge member is fixed on shear wall slab, horizontal cloth muscle is provided with in shear wall slab, horizontal cloth muscle two ends embed and are arranged in shear wall slab, horizontal cloth muscle is vertically provided with double arrangement of reinforcement near two ends place, double arrangement of reinforcement top is fixed in horizontal cloth muscle, be fixed on bottom it on shear wall slab, tension rib is connected with between two double arrangements of reinforcement, tension rib two ends are fixed on double arrangement of reinforcement, in tension rib, steel panel is installed, more than one of steel panel, and steel panel is fixed on tension rib, tension rib soffit is provided with core body, be connected by latch between core body with tension rib, in described core body, abaculus is installed, more than one of abaculus, and connected by steel nail between abaculus between two, described horizontal cloth muscle two ends and shear wall slab junction are provided with horizontal building block, the built-in drawknot steel plate of described tension rib, be connected by securing member between drawknot steel plate and tension rib, described steel panel Surface coating has corrosion-resistant material layer, cushion block is connected with between described double arrangement of reinforcement and tension rib, cushion block inward at both ends caves in, described core body is del structure, prismatic braced structures or corrugated core.
CN201510227171.2A 2015-05-07 2015-05-07 Building supporting structure Pending CN104878953A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201510227171.2A CN104878953A (en) 2015-05-07 2015-05-07 Building supporting structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201510227171.2A CN104878953A (en) 2015-05-07 2015-05-07 Building supporting structure

Publications (1)

Publication Number Publication Date
CN104878953A true CN104878953A (en) 2015-09-02

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201510227171.2A Pending CN104878953A (en) 2015-05-07 2015-05-07 Building supporting structure

Country Status (1)

Country Link
CN (1) CN104878953A (en)

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2001029338A2 (en) * 1999-10-15 2001-04-26 Thomas Leung Shear wall panel
CN2809065Y (en) * 2005-08-05 2006-08-23 北京工业大学 Reinforced concrete limited support
CN201198606Y (en) * 2007-06-07 2009-02-25 李延和 Dredge core body concrete structure
CN201531070U (en) * 2009-10-30 2010-07-21 董毓利 Aluminum-steel combined steel-plate shear wall
CN203701330U (en) * 2014-01-05 2014-07-09 海南大学 Swing shear wall
CN204199484U (en) * 2014-10-24 2015-03-11 沈阳建筑大学 Bearing diagonal assembly concrete shear wall prefabricated units in a kind of

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2001029338A2 (en) * 1999-10-15 2001-04-26 Thomas Leung Shear wall panel
CN2809065Y (en) * 2005-08-05 2006-08-23 北京工业大学 Reinforced concrete limited support
CN201198606Y (en) * 2007-06-07 2009-02-25 李延和 Dredge core body concrete structure
CN201531070U (en) * 2009-10-30 2010-07-21 董毓利 Aluminum-steel combined steel-plate shear wall
CN203701330U (en) * 2014-01-05 2014-07-09 海南大学 Swing shear wall
CN204199484U (en) * 2014-10-24 2015-03-11 沈阳建筑大学 Bearing diagonal assembly concrete shear wall prefabricated units in a kind of

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Application publication date: 20150902

RJ01 Rejection of invention patent application after publication