CN206769101U - A kind of light steel moald-cavity construction wall structure of thin-walled - Google Patents

A kind of light steel moald-cavity construction wall structure of thin-walled Download PDF

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Publication number
CN206769101U
CN206769101U CN201720243824.0U CN201720243824U CN206769101U CN 206769101 U CN206769101 U CN 206769101U CN 201720243824 U CN201720243824 U CN 201720243824U CN 206769101 U CN206769101 U CN 206769101U
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CN
China
Prior art keywords
cross bar
top cross
bar
thin
vertical
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Expired - Fee Related
Application number
CN201720243824.0U
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Chinese (zh)
Inventor
蒋化明
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Individual
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Individual
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Priority to CN201720243824.0U priority Critical patent/CN206769101U/en
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Publication of CN206769101U publication Critical patent/CN206769101U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a kind of light steel moald-cavity construction wall structure of thin-walled, including the wall frame being coated in foamed concrete, the wall frame includes top cross bar and the bottom bar be arrangeding in parallel, connect multiple vertical vertical rods vertically between top cross bar and top cross bar, so as to form a cube frame, the top of vertical vertical rod is connected by screw bolts in top cross bar by connector, bottom is connected by screw bolts on bottom bar by connector, the side of the wall frame or 2 sides are vertically uniformly arranged the contiguous block for stretching out foamed concrete, screwed hole is offered on contiguous block.The utility model is simple in construction, reasonable in design, and overall structure is stable, and intensity is high, convenient processing and manufacture, is advantageous to improve house efficiency of construction, and overall structure is in light weight, is advantageous to transport and save cost of transportation.

Description

A kind of light steel moald-cavity construction wall structure of thin-walled
Technical field
The utility model belongs to building construction technology field, more particularly to a kind of light steel moald-cavity construction wall knot of thin-walled Structure.
Background technology
At present, known prefabricated buildings structure is by the light steel riveting of thin-walled, reinforced concrete preform structure, steel construction Site Welding, timber structure etc. form.The connection of these all parts can only accomplish semi-modular, half batch production, then arrive scene Assembly makes, it is still desirable to which cumbersome and substantial amounts of manual site makes, so house efficiency of construction is low;Simultaneously because each part matter Measure larger, cost of transportation is higher;Particularly for steel frame using being welded to connect, the time has grown rear solder joint fatiguability, causes structure Built on the sand, the problems such as house short life.
Therefore, how to solve the defects of above-mentioned prior art is present becomes the direction that art personnel make great efforts.
Utility model content
The purpose of this utility model is just to provide a kind of light steel moald-cavity construction wall structure of thin-walled, can be fully solved above-mentioned In place of the deficiencies in the prior art.
The purpose of this utility model is realized by following technical proposals:
A kind of light steel moald-cavity construction wall structure of thin-walled, including the wall frame being coated in foamed concrete, the wall Body framework includes top cross bar and the bottom bar be arrangeding in parallel, connects multiple hang down vertically between top cross bar and top cross bar To vertical rod, so as to form a cube frame, the top of vertical vertical rod is connected by screw bolts in top cross bar by connector On, bottom is connected by screw bolts on bottom bar by connector, and the side of the wall frame or 2 sides are vertically uniformly set The contiguous block for stretching out foamed concrete is put, screwed hole is offered on contiguous block.
Further, middle part cross bar, the middle part cross bar position have been connected by screw bolts by connector between the vertical vertical rod In the middle part of wall frame, and it is parallel with top cross bar and bottom bar.The wall body structure can effectively be strengthened using this structure Intensity, ensure the firm safety of overall structure, increase the service life, increase wall body structure payload.
Further, reinforcement cross bar is connected with the top cross bar, reinforcement cross bar is used by connector and is bolted to Top cross bar top surface.Intensity at the top of wall body structure can be strengthened using this structure, its bearing capacity is improved, provided for floor plates Support.
Further, the bolt is phoenix tail bolt.Phoenix tail bolt band thread tapping function, can without separately punching during installation Directly installed, speed is fast, and operating efficiency is high.
Compared with prior art, the beneficial effects of the utility model are:Simple in construction, reasonable in design, overall structure is steady Dingan County is complete, and intensity is high, convenient processing and manufacture, is advantageous to improve house efficiency of construction, and overall structure is in light weight, is advantageous to transport Defeated and saving transport, manufacturing cost.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the structural representation of wall frame in Fig. 1;
Fig. 3 is the structural representation of another wall frame;
Fig. 4 is splicing structure schematic diagram of the present utility model.
Embodiment
The utility model is further described with reference to specific embodiments and the drawings.
As shown in Figures 1 to 4, the light steel moald-cavity construction wall structure of a kind of thin-walled, including it is coated on foamed concrete 12 Interior wall frame, the wall frame includes top cross bar 1 and the bottom bar 2 be arrangeding in parallel, in top cross bar 1 and bottom transverse Multiple vertical vertical rods 3 are connected between bar 2 vertically, and the middle part between multiple vertical vertical rods 3 is connected by middle part cross bar 4, in this Portion's cross bar 4 is parallel with top cross bar 1 and bottom bar 2, and middle part cross bar 4 is connected by connector using bolt with vertical vertical rod 3, So as to form a cube frame, the top of vertical vertical rod 3 is connected by screw bolts in top cross bar 1 by connector, bottom End is connected by screw bolts on bottom bar 2 by connector, and the side of left and right 2 of the wall frame is vertically uniformly arranged stretching The contiguous block 5 of foamed concrete, screwed hole is offered on contiguous block 5.It is as another structure of the present utility model, only in wall The side of body framework is vertically uniformly arranged the contiguous block 5 for stretching out foamed concrete, and screwed hole is offered on contiguous block 5, this Modularization wall body structure is the edge for being assembled in whole face wall, is not provided with outside of the side of contiguous block as whole face wall, referring to Fig. 3.
The top and bottom of the vertical vertical rod 3 are corresponding horizontal with top using phoenix tail bolt by thin plate T-connecting piece 6 What bar 1 and bottom bar 2 connected, and the top of the vertical vertical rod 3 of cube frame left and right edges and bottom are to pass through thin plate Rectangle connector 7 corresponds to what is be connected with top cross bar 1 and bottom bar 2 using phoenix tail bolt.Middle part cross bar 4 is by thin plate ten What font connector 8 was connected using phoenix tail bolt with vertical vertical rod 3, and adjacent middle part cross bar 4 shares a cross connecting element 8, the end of middle part cross bar 4 positioned at cube frame left and right edges be by thin plate T-connecting piece 6 using phoenix tail bolt with it is vertical What vertical rod 3 connected.This connected mode can reduce the amount of parts used to greatest extent, not only be beneficial to mitigate overall structure Weight, and be advantageous to save cost and improve processing and manufacturing efficiency.
In order to strengthen the intensity at the top of wall body structure, its bearing capacity is improved, and support, the top are provided for floor plates It is connected with cross bar 1 and strengthens cross bar 9, is strengthened cross bar 9 and top cross bar 1 is bolted to using phoenix tail by Sheet Rectangular connector Top surface.
In order to save steel using amount, and mitigate overall structure weight, above-mentioned top cross bar 1, bottom bar 2, the and of vertical vertical rod 3 Middle part cross bar 4 uses the light steel of c-type thin-walled.
When in use, first wall frame is carried out it is assembled, then wall frame is filled using foamed concrete by Whole wall frame is coated, and so as to form the wall body module of cuboid, and the top surface for strengthening cross bar 9 is exposed, as Weight-bearing surface.In order to facilitate the splicing of wall body module up and down is carried out, corresponded in the top and bottom of above-mentioned wall body module front-back pre- Splicing mouth 10 is left, when upper and lower wall body module splices, is attached by connector in splicing mouth 10.The adjacent wall in left and right When module is spliced, it is bolted together by contiguous block 5 using phoenix tail.For exterior appearance, before and after wall body module Be reserved with decorative panel bayonet socket 11 at left and right sides of face, decorative panel by the decorative panel bayonet socket 11 be connected to neighboring walls module it Between, block the space between neighboring walls module.
The modular architectural wall body structure all parts use phoenix tail bolt connection, due to phoenix tail bolt band thread tapping work( Can, therefore can directly be installed without separately punching during installation, speed is fast, and operating efficiency is high.Also, overall structure connects Firm, intensity is high, and security is good, service life length.On the other hand, modular architectural wall body structure of the present utility model, it is overall It is in light weight, be advantageous to fabricate, be readily transported and save cost.
Preferred embodiment of the present utility model is the foregoing is only, it is all at this not to limit the utility model All any modification, equivalent and improvement made within the spirit and principle of utility model etc., should be included in the utility model Protection domain within.

Claims (4)

  1. A kind of 1. light steel moald-cavity construction wall structure of thin-walled, it is characterised in that:Including the wall being coated in foamed concrete Framework, the wall frame includes top cross bar and the bottom bar be arrangeding in parallel, vertical between top cross bar and top cross bar Multiple vertical vertical rods are connected, so as to form a cube frame, the top of vertical vertical rod is connected by screw bolts by connector In top cross bar, bottom is connected by screw bolts on bottom bar by connector, the side of the wall frame or 2 side edges It is vertical to be uniformly arranged the contiguous block for stretching out foamed concrete, offer screwed hole on contiguous block.
  2. 2. the light steel moald-cavity construction wall structure of thin-walled according to claim 1, it is characterised in that:The vertical vertical rod it Between middle part cross bar has been connected by screw bolts by connector, the middle part cross bar is located at the middle part of wall frame, and and top cross bar It is parallel with bottom bar.
  3. 3. the light steel moald-cavity construction wall structure of thin-walled according to claim 1 or 2, it is characterised in that:The top is horizontal Reinforcement cross bar is connected with bar, reinforcement cross bar is used by connector and is bolted to top cross bar top surface.
  4. 4. the light steel moald-cavity construction wall structure of thin-walled according to claim 3, it is characterised in that:The bolt is phoenix tail Bolt.
CN201720243824.0U 2017-03-14 2017-03-14 A kind of light steel moald-cavity construction wall structure of thin-walled Expired - Fee Related CN206769101U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720243824.0U CN206769101U (en) 2017-03-14 2017-03-14 A kind of light steel moald-cavity construction wall structure of thin-walled

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720243824.0U CN206769101U (en) 2017-03-14 2017-03-14 A kind of light steel moald-cavity construction wall structure of thin-walled

Publications (1)

Publication Number Publication Date
CN206769101U true CN206769101U (en) 2017-12-19

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720243824.0U Expired - Fee Related CN206769101U (en) 2017-03-14 2017-03-14 A kind of light steel moald-cavity construction wall structure of thin-walled

Country Status (1)

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CN (1) CN206769101U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113585538A (en) * 2021-08-09 2021-11-02 广东合盛建筑工程有限公司 Constructional engineering wall structure and construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113585538A (en) * 2021-08-09 2021-11-02 广东合盛建筑工程有限公司 Constructional engineering wall structure and construction method

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GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20171219

Termination date: 20200314

CF01 Termination of patent right due to non-payment of annual fee