CN206477475U - The attachment means of assembled wall and truss-steel beam - Google Patents
The attachment means of assembled wall and truss-steel beam Download PDFInfo
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- CN206477475U CN206477475U CN201720044357.9U CN201720044357U CN206477475U CN 206477475 U CN206477475 U CN 206477475U CN 201720044357 U CN201720044357 U CN 201720044357U CN 206477475 U CN206477475 U CN 206477475U
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- truss
- steel beam
- keel
- connection bump
- attachment means
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Abstract
The utility model discloses the attachment means of a kind of assembled wall and truss-steel beam, for the keel being arranged on truss-steel beam in assembled wall, including:It is fixedly connected on the shape for hat part of the keel top surface, the shape for hat part and is formed with the connection bump protruded out upwards;It is installed on the installed part of the steelframe soffit, the inserting groove matched with the connection bump is formed with the installed part, the inserting groove is fastened in the connection bump and is fixedly connected with the connection bump, it is achieved thereby that the truss-steel beam is installed on the keel.The utility model is installed by the cooperation of shape for hat part and installed part and is arranged on truss-steel beam on the keel of fabricated construction so that the efficiency increase of construction, and on stress performance link truss-steel beam effect of the deflection deformation to assembled wall.
Description
Technical field
The utility model is related to the assembled wall of building field and the connected mode of truss-steel beam, especially a kind of assembled
The attachment means of wall and truss-steel beam.
Background technology
Assembled wall is the principle using cast-type shear wall, high-strength by the use of zinc-plated lightgage steel joist as support frame
Glass fibre and magnesium cement board is as exempting to tear panel open, the wall of final molding after cast environmental protection, flame-retarded light slurry inside glass fibre and magnesium cement board.Assembling
Formula wall is the gist of a document that Qin brick and Han tile is taken leave of in accordance with national development green building material, reduces airborne dust to save energy consumption, reduces into
Sheet, accelerating construction progress, to reduce artificial, raisings wall quality be target.And steelframe grid beam is installed on assembled wall, and it is light
The Conventional attachment methods of steel joist assembled wall and steel-frame beam are bolt connection, and installation process includes installing wall day earthworm
Bone, vertical keel, side panel, opposite side panel, keel are many, it is necessary to which one one is fixed installation, so,
Installation process is extremely complex, installation accuracy is poor, it is slow to install speed, and traditional mounting means can not buffer the flexure of truss-steel beam
Deform the influence to lightgage steel joist assembled wall.
Utility model content
Problem to be solved in the utility model is exactly to overcome the defect of prior art there is provided a kind of assembled wall and steelframe
The attachment means of beam, with solve it is of the prior art complicated, low precision is installed, speed is installed slow and be unable to cushioning frame beam
Influence of the deflection deformation to keel assembled wall.
To achieve these goals, the utility model provides the attachment means of a kind of assembled wall and truss-steel beam, uses
In by truss-steel beam be arranged on assembled wall in keel on, including:
It is fixedly connected on the shape for hat part of the keel top surface, the shape for hat part and is formed with the connection bump protruded out upwards;
It is installed on and is formed with what is matched with the connection bump on the installed part of the steelframe soffit, the installed part
Inserting groove, the inserting groove is fastened in the connection bump and is fixedly connected with the connection bump, it is achieved thereby that by institute
Truss-steel beam is stated to be installed on the keel.
The beneficial effects of the utility model are:By the way that installed part to be folded in the both sides of shape for hat part, and in attachment means
Upper and lower end face all forms the installation end face of level, so as to realize the connection of the keel and truss-steel beam of assembled wall.This practicality is new
Type can realize modular construction, install speed soon, installation accuracy is high so that assembled wall can be cooperateed with preferably with steelframe frame
Stress, can be achieved the Aseismic Design principle of the strong weak component of node.
Further improvement of the utility model is:The structure of the shape for hat part is convex, including convex located at the connection
The installation end plate of bottom and the level extended to both sides is played, the installation end plate is fixedly connected on the keel by tapping screw
On.
Further improvement of the utility model is:The installed part includes two L-type clamping plates, and the L-type clamping plate includes the
One contained side and the second contained side, are fixedly connected by first contained side with the bottom surface of the truss-steel beam, and the of two L-type clamping plates
Two contained sides are oppositely arranged to form the inserting groove.
Further improvement of the utility model is:First contained side is provided with mounting hole, is connected to by bolt and nut
The bottom surface of the truss-steel beam.
Brief description of the drawings
Fig. 1 is the schematic diagram of the attachment means of assembled wall and truss-steel beam;
Fig. 2 is the sectional view at the A of the attachment means of assembled wall and truss-steel beam.
Embodiment
The utility model is described in further detail with specific embodiment below in conjunction with the accompanying drawings.
The utility model provides the attachment means of a kind of assembled wall and truss-steel beam, for truss-steel beam to be arranged on into dress
With on formula wall.Due to installing truss-steel beam frame on the keel of traditional assembled wall it is directly connected to by bolt and nut, but
It is that the process entirely installed is extremely complex, installation effectiveness is slow, and the precision after installation is also poor.Importantly, traditional
Installation method can not buffer influence of the deflection deformation of truss-steel beam to assembled wall.The utility model passes through shape for hat part and installation
The cooperation of part, which is installed, to be arranged on truss-steel beam on the keel of fabricated construction so that the efficiency increase of construction, and in stress performance
Effect of the deflection deformation of upper link truss-steel beam to assembled wall.Below in conjunction with the accompanying drawings to assembled wall of the present utility model
Illustrated with the structure of the attachment means of truss-steel beam.
As illustrated in fig. 1 and 2, the attachment means of assembled wall and truss-steel beam of the present utility model include:Shape for hat part 2 and
Installed part 4.Wherein, the bottom surface of shape for hat part 2 is a horizontal plane, is fixedly connected on the keel 3 in assembled wall, and
A connection bump protruded out upwards is formed on shape for hat part;Installed part 4 is fixedly connected on the bottom of truss-steel beam 1, the two of installed part 4
Side forms the inserting groove matched with the connection bump on shape for hat part 2, and the both sides cutting ferrule of inserting groove is lived into the connection of shape for hat part 2
Projection is simultaneously fixed, it is achieved thereby that truss-steel beam 1 is connected with the keel 3 in assembled wall.
As preferred embodiment of the present utility model, the structure of shape for hat part is the convex structure of steel plate bending formation,
Include the connection bump of a cuboid, and horizontal installation end plate is provided with the bottom of connection bump, the bottom surface of end plate is installed
Fit, shape for hat part is fixed on keel 3 by tapping screw with the upper surface of the keel 3 of fabricated construction then.
Installed part 4 is the clamping plate that angle steel processes the two pieces of L-types to be formed, and clamping plate includes the first contained side and the second contained side, will pressed from both sides
First contained side of plate is provided with mounting hole, the bottom surface that truss-steel beam 1 is fixedly connected on by bolt and nut, and the second of clamping plate the folder
Side is just oppositely arranged the inserting groove for foring the projection that is clamped and connected.
In work progress, the length that the keel of truss-steel beam are installed as needed chooses the steel plate of equal length, and passes through
Processing forms the structure of a convex shape, including two sides are the connection bump of vertical plane, are set in the both sides of connection bump
There is horizontal installation end plate, the upper surface for the skeleton of fabricated construction that the bottom surface for installing end plate is fitted, then on installation end
With tapping screw interval and equably the upper surface with keel is fixed.Then the equal angle steel of two segment length, angle steel tool are intercepted
There is the second contained side of the first contained side, on the first contained side of angle steel, several mounting holes are equably offered, by the second of angle steel
Contained side is fitted and connected on the vertical side of projection, and identical method similarly fixes an angle steel in the opposite side of truss-steel beam.Two
Individual the second contained side being oppositely arranged forms the inserting groove of cutting ferrule connection bump.Then with tapping screw interval, equably by
Two contained sides are fixed on the side of connection bump, are finally lain in a horizontal plane in truss-steel beam to be mounted on connecting end surface, truss-steel beam
Bottom surface provided with through hole with pairing on connecting end surface, truss-steel beam and connecting end surface are fixed using bolt and nut connection and connected
Connect.
The utility model can realize modular construction, install speed soon, installation accuracy is high so that can be more preferable with formula wall
Ground and steel frame cooperative bearing, can be achieved the Aseismic Design principle of the strong weak component of node.
The utility model is described in detail above in association with drawings and Examples, those skilled in the art can
Many variations example is made to the utility model according to the above description.Thus, some of embodiment details should not be constituted to this reality
With new restriction, the utility model regard the scope defined using appended claims as protection domain of the present utility model.
Claims (4)
1. the attachment means of a kind of assembled wall and truss-steel beam, for the keel being arranged on truss-steel beam in assembled wall
On, it is characterised in that the attachment means include:
It is fixedly connected on the shape for hat part of the keel top surface, the shape for hat part and is formed with the connection bump protruded out upwards;
It is installed on the installed part of the steelframe soffit, the installed part and is formed with the grafting matched with the connection bump
Groove, the inserting groove is fastened in the connection bump and is fixedly connected with the connection bump, it is achieved thereby that by the steel
Set a roof beam in place and be installed on the keel.
2. attachment means as claimed in claim 1, it is characterised in that the structure of the shape for hat part is convex, including located at
The connection bump bottom and the installation end plate of the level extended to both sides, the installation end plate are fixedly connected by tapping screw
In on the keel.
3. attachment means as claimed in claim 2, it is characterised in that the installed part includes two L-type clamping plates, the L-type
Clamping plate includes the first contained side and the second contained side, is fixedly connected by first contained side with the bottom surface of the truss-steel beam, and two L
Second contained side of type clamping plate is oppositely arranged to form the inserting groove.
4. attachment means as claimed in claim 3, it is characterised in that first contained side is provided with mounting hole, passes through bolt
Nut is connected to the bottom surface of the truss-steel beam.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201720044357.9U CN206477475U (en) | 2017-01-16 | 2017-01-16 | The attachment means of assembled wall and truss-steel beam |
Applications Claiming Priority (1)
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CN201720044357.9U CN206477475U (en) | 2017-01-16 | 2017-01-16 | The attachment means of assembled wall and truss-steel beam |
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CN206477475U true CN206477475U (en) | 2017-09-08 |
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CN201720044357.9U Active CN206477475U (en) | 2017-01-16 | 2017-01-16 | The attachment means of assembled wall and truss-steel beam |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111472475A (en) * | 2020-04-13 | 2020-07-31 | 天元建设集团有限公司 | Connecting piece for connecting light wall body and steel frame, connecting structure and construction method |
-
2017
- 2017-01-16 CN CN201720044357.9U patent/CN206477475U/en active Active
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111472475A (en) * | 2020-04-13 | 2020-07-31 | 天元建设集团有限公司 | Connecting piece for connecting light wall body and steel frame, connecting structure and construction method |
CN111472475B (en) * | 2020-04-13 | 2022-01-14 | 天元建设集团有限公司 | Connecting piece for connecting light wall body and steel frame, connecting structure and construction method |
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