CN206829370U - A kind of assembled inner wall based on light gauge cold-formed steel shape and girder truss node structure - Google Patents
A kind of assembled inner wall based on light gauge cold-formed steel shape and girder truss node structure Download PDFInfo
- Publication number
- CN206829370U CN206829370U CN201720390072.0U CN201720390072U CN206829370U CN 206829370 U CN206829370 U CN 206829370U CN 201720390072 U CN201720390072 U CN 201720390072U CN 206829370 U CN206829370 U CN 206829370U
- Authority
- CN
- China
- Prior art keywords
- girder truss
- wall
- light gauge
- steel
- gauge cold
- 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.)
- Active
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
It the utility model is related to a kind of assembled inner wall based on light gauge cold-formed steel shape and girder truss node structure, it is characterised in that：Including girder truss and inner wall frame structure；The inner wall frame structure is vertically disposed on the both sides up and down of girder truss, and inner wall frame structure is connected by connector through girder truss；Truss frame for connecting beam and inner wall structure by the way of self-tapping screw and angle steel；The stress concentration degree of position of joints is alleviated, does not reduce the plate net cross-sectional area of position of joints, therefore ultimate bearing capacity of joints will not reduce；Overcome existing light gauge cold-formed steel shape girder truss and the defects of existing is connected with interior wall body node, and the node force path is clear and definite, and anti-seismic performance is superior, and constructing operation is simple and easy.The connection of all kinds of bar cross sections of light gauge cold-formed steel shape is can be widely used for, is particularly suitable for use in and the structural system of exterior wall is gone along with sb. to guard him using filling type.
Description
Technical field
It the utility model is related to building engineering field, more particularly to a kind of assembled inner wall based on light gauge cold-formed steel shape
With girder truss node structure.
Background technology
Existing house major part is mixed using brick or steel and concrete structure, such structure on-site construction time length, simultaneously
Substantial amounts of building waste can be caused, the living environment of surrounding resident is affected greatly.
Cold formed steel structure house rod member from heavy and light, construction when do not need large-scale construction equipment, easy to operation, antidetonation
Performance is good, saves, save land, saves material, environmental protection, is advantageous to building construction industrialization, and good etc. with short construction period, comprehensive benefit
Series of advantages, it is well suited for using in building construction.Current this system turns into the prosperities such as the U.S., Japan, Australia
The important form of national low residential building.In view of the characteristic and life cycle management of cold formed steel structure green ecological calculate
Advantage economically, China also began to largely introduce in recent years the residential structure of the system, the low-rise building building built compared with
It is more.
The house frame structure of cold formed steel structure is connected using welding manner, good leak tightness, plate net section face
Product will not reduce, therefore, but to cold formed steel structure inner wall structure and truss beam portion using welding manner advantageously
The welding repeatedly of position, the reduction of light gauge cold-formed steel shape ductility can be caused, even burn, dropped connection stiffness and plastic deformation ability
Power, induce node and brittle break occurs, and then reduce structural ultimate bearing capacity.
Utility model content
The technical problems to be solved in the utility model be to provide a kind of assembled inner wall based on light gauge cold-formed steel shape with
Girder truss node structure, assembling truss beam and the interior wall body node for being capable of in general light gauge cold-formed steel shape are easy using welding manner
Induce brittle break, the problem of causing bearing capacity to reduce.
In order to solve the above technical problems, the technical solution of the utility model is：A kind of assembling based on light gauge cold-formed steel shape
Formula inner wall and girder truss node structure, its innovative point are：The node structure is by girder truss and the upper and lower layer keel of inner wall
Structure connects to be formed；
The girder truss is located between the upper and lower layer keel structure of inner wall, and in being fixed on by a connection piece
On the upper and lower layer keel structure of wall；
The girder truss is collectively formed for one by the connecting rod of top boom, lower boom and connection top boom and lower boom
A cuboid framework structure, top boom is parallel to each other with lower boom, is also associated with some inclining between top boom and lower boom
The web member tiltedly set, and the incline direction of adjacent two web members is opposite；The top boom, connecting rod, web member and lower boom are equal
For cold formed steel structure；
The light gauge cold-formed steel shape is U-shaped steel structure, and the inside bending flange of both sides top flange of the U-shaped steel forms folding
Crimp；
The connector includes a pair of angle steel being separately mounted on the upper and lower layer keel structure of inner wall and connection should
The loop bar screw of diagonal steel, the connecting hole being connected with loop bar screw is provided with angle steel, appearance truss is left between two angle steel
Beam is embedded and the gap installed, the angle steel by self-tapping screw respectively with girder truss, inner wall upper and lower layer keel structure it
Between be connected, the loop bar the screw vertically upper and lower ends through girder truss and the company that is each passed through on two angle steel
Fixed after connecing hole by nut check.
Further, the width of the U-shaped steel is 90mm-100mm；The inside bending of both sides top flange of the U-shaped steel
The width for the bending edges that flange is formed is 8mm-10mm.
Further, the inner wall frame structure is spliced by some light gauge cold-formed steel shapes by self-tapping screw.
Further, the angle steel positioned at girder truss both sides passes through self-tapping screw and the vertical edge of inner wall frame structure
Edge is connected.
Further, the wall thickness 1.0mm-2.0mm of the U-shaped steel structure, surface is zinc-plated or aluminum-zinc alloy.
The utility model has the advantage of：
1）The utility model truss frame for connecting beam and inner wall structure by the way of self-tapping screw and angle steel；Alleviate node
The stress concentration degree at position, the plate net cross-sectional area of position of joints is not reduced, therefore ultimate bearing capacity of joints will not reduce；And keep away
Tapping screw hole wall bolt mouth that compressive zone comes repeatedly under vertical uniform load q is exempted from and has become big；Spiral shell can be avoided open to a certain extent
The stress concentration on girder truss that line hole is brought；
2）The utility model overcomes existing light gauge cold-formed steel shape girder truss and is connected the defects of existing with interior wall body node, and
And the node force path is clear and definite, anti-seismic performance is superior, and constructing operation is simple and easy.It is all kinds of to can be widely used for light gauge cold-formed steel shape
The connection of bar cross section, it is particularly suitable for use in and the structural system of exterior wall is gone along with sb. to guard him using filling type.
Brief description of the drawings
The utility model is described in further detail with reference to the accompanying drawings and detailed description.
Fig. 1 is the assembling of the assembled inner wall of the present utility model based on light gauge cold-formed steel shape and girder truss node structure
Figure.
Fig. 2 is the connection of the assembled inner wall of the present utility model based on light gauge cold-formed steel shape and girder truss node structure
Part structure chart.
Embodiment
The following examples can make professional and technical personnel that the utility model be more fully understood, but therefore will not
The utility model is limited among described scope of embodiments.
A kind of assembled inner wall based on light gauge cold-formed steel shape and girder truss node structure as shown in Fig. 1 Fig. 2, including
Girder truss 1 and inner wall frame structure 2；The inner wall frame structure 2 is vertically disposed on the both sides up and down of girder truss 1,
Inner wall frame structure 2 is connected by connector 3 through girder truss 1.
Girder truss 1 includes top boom 11, lower boom 12 and web member 13；Top boom 11 and lower boom 12 are parallel to each other, web member
13 there are several inclinations to be connected between top boom 11 and lower boom 12；The top boom 11, web member 13 and lower boom 12 are equal
For cold formed steel structure.
Light gauge cold-formed steel shape is U-shaped steel structure, and the inside bending flange of both sides top flange of the U-shaped steel forms bending
Side；The wall thickness 1.0mm-2.0mm of the U-shaped steel structure, surface is zinc-plated or aluminum-zinc alloy.
Connector 3 includes angle steel 31 and loop bar screw 32；The angle steel 31 has a pair and is connected to loop bar screw 32
Both ends, angle steel 31 is respectively positioned at the upper and lower end face of girder truss 1 and by self-tapping screw by girder truss 1 and inner wall frame structure 2
It is connected, the connecting hole being connected with loop bar screw 32 is provided with angle steel 31；The loop bar screw 32 vertically passes through truss
Beam 1 and the angle steel 31 at both ends pass through nut check.
The width of U-shaped steel is 90mm-100mm；The bending that the inside bending flange of both sides top flange of the U-shaped steel is formed
The width on side is 8mm-10mm；The wall thickness 1.0mm-2.0mm of U-shaped steel structure, surface is zinc-plated or aluminum-zinc alloy.
Inner wall frame structure 2 is spliced by some light gauge cold-formed steel shapes by self-tapping screw.
Angle steel 31 positioned at the both sides of girder truss 1 is connected by self-tapping screw with the vertical edge of inner wall frame structure 2.
It should be understood by those skilled in the art that the utility model is not restricted to the described embodiments, above-described embodiment and
Simply illustrate principle of the present utility model described in specification, on the premise of the spirit and scope of the utility model is not departed from,
The utility model also has various changes and modifications, and these changes and improvements both fall within claimed the scope of the utility model
It is interior.The utility model requires protection scope is by appended claims and its equivalent thereof.
Claims (5)
1. a kind of assembled inner wall based on light gauge cold-formed steel shape and girder truss node structure, it is characterised in that：The node knot
Structure is connected with the upper and lower layer keel structure of inner wall by girder truss and formed；
The girder truss is located between the upper and lower layer keel structure of inner wall, and is fixed on inner wall by a connection piece
Upper and lower layer keel structure on；
The girder truss be one collectively formed by the connecting rod of top boom, lower boom and connection top boom and lower boom one
Cuboid framework structure, top boom is parallel to each other with lower boom, and some inclinations are also associated between top boom and lower boom and are set
The web member put, and the incline direction of adjacent two web members is opposite；The top boom, connecting rod, web member and lower boom are cold
Curved thin-walled steel structure；
The light gauge cold-formed steel shape is U-shaped steel structure, and the inside bending flange of both sides top flange of the U-shaped steel forms bending
Side；
The connector includes a pair of angle steel being separately mounted on the upper and lower layer keel structure of inner wall and to connect this diagonal
The loop bar screw of steel, the connecting hole being connected with loop bar screw is provided with angle steel, leave that to hold girder truss embedding between two angle steel
The gap for entering and installing, the angle steel by self-tapping screw respectively with girder truss, inner wall upper and lower layer keel structure between connect
Fixation is connect, the loop bar screw vertically runs through the upper and lower ends of girder truss and the connecting hole being each passed through on two angle steel
Fixed afterwards by nut check.
2. a kind of assembled inner wall based on light gauge cold-formed steel shape according to claim 1 and girder truss node structure,
It is characterized in that：The width of the U-shaped steel is 90mm-100mm；The inside bending flange shape of both sides top flange of the U-shaped steel
Into the width of bending edges be 8mm-10mm.
3. a kind of assembled inner wall based on light gauge cold-formed steel shape according to claim 1 and girder truss node structure,
It is characterized in that：The inner wall frame structure is spliced by some light gauge cold-formed steel shapes by self-tapping screw.
4. a kind of assembled inner wall based on light gauge cold-formed steel shape according to claim 1 and girder truss node structure,
It is characterized in that：The angle steel positioned at girder truss both sides passes through self-tapping screw and the vertical edge phase of inner wall frame structure
Even.
5. a kind of assembled inner wall based on light gauge cold-formed steel shape according to claim 1 and girder truss node structure,
It is characterized in that：The wall thickness 1.0mm-2.0mm of the U-shaped steel structure, surface is zinc-plated or aluminum-zinc alloy.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720390072.0U CN206829370U (en) | 2017-04-14 | 2017-04-14 | A kind of assembled inner wall based on light gauge cold-formed steel shape and girder truss node structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720390072.0U CN206829370U (en) | 2017-04-14 | 2017-04-14 | A kind of assembled inner wall based on light gauge cold-formed steel shape and girder truss node structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206829370U true CN206829370U (en) | 2018-01-02 |
Family
ID=60768275
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720390072.0U Active CN206829370U (en) | 2017-04-14 | 2017-04-14 | A kind of assembled inner wall based on light gauge cold-formed steel shape and girder truss node structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206829370U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112227594A (en) * | 2020-10-14 | 2021-01-15 | 福建永福电力设计股份有限公司 | Assembled cement fiberboard composite wallboard, manufacturing process and outer wall thereof |
| CN112761262A (en) * | 2019-11-01 | 2021-05-07 | 北新房屋有限公司 | Connecting structure of fixed beam and keel wall |
-
2017
- 2017-04-14 CN CN201720390072.0U patent/CN206829370U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112761262A (en) * | 2019-11-01 | 2021-05-07 | 北新房屋有限公司 | Connecting structure of fixed beam and keel wall |
| CN112227594A (en) * | 2020-10-14 | 2021-01-15 | 福建永福电力设计股份有限公司 | Assembled cement fiberboard composite wallboard, manufacturing process and outer wall thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202139694U (en) | Connecting node of compound concrete-filled tubular column and steel beam | |
| CN201671226U (en) | Expanded flanged cross-shaped steel SRC column | |
| CN104251038A (en) | Encased steel plate-concrete composite coupling beam and construction method thereof | |
| CN110241973A (en) | A kind of steel-wood-concrete combination beam and its construction method | |
| CN206829370U (en) | A kind of assembled inner wall based on light gauge cold-formed steel shape and girder truss node structure | |
| CN206844392U (en) | A kind of prefabricated buildings wall angle node structure based on light gauge cold-formed steel shape | |
| CN206680888U (en) | A kind of ruggedized construction of arch bridge spandrel arch circle | |
| CN206070796U (en) | A kind of vertical attachment means of prefabricated assembled shear wall slab | |
| CN204151693U (en) | Wavelike steel webplate precast assembly | |
| CN206052952U (en) | A kind of steel column one-way bolt plug-in type splices node | |
| CN203113217U (en) | Steel box component and steel box-concrete combined U-shaped beam consisting of same | |
| CN206829372U (en) | A kind of prefabricated buildings steel construction based on light gauge cold-formed steel shape | |
| CN107034793A (en) | A kind of ruggedized construction of arch bridge spandrel arch circle | |
| CN207277614U (en) | A kind of assembled steel plate concrete combined shear wall flat shape piecing connection structure | |
| CN207160246U (en) | A kind of prefabricated buildings based on light gauge cold-formed steel shape | |
| CN206829371U (en) | A kind of assembling truss beam based on light gauge cold-formed steel shape and exterior wall node structure | |
| CN207003719U (en) | A kind of prefabricated steel faced wall with steel bar girder | |
| CN208088577U (en) | A kind of day box compound shear wall of shaped steel | |
| CN208088572U (en) | A kind of double a few type rectangle steel tubular type compound shear walls | |
| CN103046462A (en) | Steel box component and steel box-concrete combined U-shaped girder composed of same | |
| CN206957055U (en) | A kind of replaceable steel truss high spin system superimposed sheet composite coupling beams | |
| CN209509242U (en) | A kind of ductility steel plate combined shear wall | |
| CN205822501U (en) | A kind of body of wall of prestressing force grass stock mould block splicing | |
| CN107190885A (en) | A kind of prefabricated steel faced wall with steel bar girder | |
| CN211421594U (en) | Corrugated steel shell and solid web type steel composite beam |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |