CN210947192U - Split type main stress component in modularization box room - Google Patents

Split type main stress component in modularization box room Download PDF

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Publication number
CN210947192U
CN210947192U CN201921790913.2U CN201921790913U CN210947192U CN 210947192 U CN210947192 U CN 210947192U CN 201921790913 U CN201921790913 U CN 201921790913U CN 210947192 U CN210947192 U CN 210947192U
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China
Prior art keywords
main part
groove
draw
wallboard
component main
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CN201921790913.2U
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Chinese (zh)
Inventor
徐元华
王虎
徐桂华
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Yianju Integrated Housing Hebei Co.,Ltd.
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Beijing Jinhua Hengyuan Steel Structure Co ltd
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Abstract

The utility model discloses a split type main atress component in box room of modularization, including atress component main part, roof and wallboard, the seamless welding of internal surface of atress component main part has the draw-in groove, and draw-in groove and atress component main part match each other, the bight at wallboard and roof junction is installed to atress component main part and draw-in groove, and the internal surface of atress component main part supports to one side surface of roof, the top of the lower extreme surface fit atress component main part joint wallboard of draw-in groove. The utility model discloses an adopt atress component main part and the split type connection structure of draw-in groove, the draw-in groove can be adjusted by oneself according to wallboard thickness, has saved material cost promptly, has solved the random problem of changing of wallboard thickness again to atress component main part and draw-in groove adopt rivet nail workshop prefabricated molding, do not need on-the-spot furred ceiling, have reduced the material loss of furred ceiling board, have reduced the cost of transportation, have reduced on-the-spot cost of labor.

Description

Split type main stress component in modularization box room
Technical Field
The utility model relates to a technical field is used to the box prefabricated house of modularization, specifically is a split type main atress component in box room of modularization.
Background
The box-type house is a movable and reusable building product, is also called as a combined box-type house or a container-type house, is produced in an modularized mode and in a factory mode, takes a box body as a basic unit, can be used independently, can form a wide use space through different combinations in the horizontal direction and the vertical direction, and can be stacked in the vertical direction. The box body unit structure is a standard component formed by welding special section steel, and the box is connected with the box through bolts, so that the structure is simple, and the installation is convenient and quick. The system can be used for real estate development companies to sell building exhibition halls, product sale exhibition halls, temporary reception centers, commercial temporary offices, shops and the like. The box-type house is designed and manufactured by taking the container as a design basis, integrates various functions and advantages of modularization, piling, convenient transportation, environmental protection and the like, and can be popularized and used all over the world at present
The existing stressed components are divided into two types, one type is a clamping groove without a connecting wallboard, the wallboard is directly punched on the side wall of the top beam by adopting a self-tapping screw, the connecting mode is unscientific and insecure, the damage rate of the wallboard is high, and the wallboard is not easy to be used in a turnover way; the other top beam is provided with a wall plate clamping groove, the clamping groove has a fixed modulus, and is only limited to be used for mounting a wall plate with the thickness of 75mm, and the clamping groove is consistent with the top beam material, so that the material waste is caused; meanwhile, the ceiling boards of the existing stress components are required to be installed on site and cannot be prefabricated in factories, so that the labor cost, road transportation and material loss of a construction site are increased;
therefore, the split type main stress member of the modular box type house is provided.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a split type main atress component in box room of modularization, the device is through adopting the split type connection structure of atress component main part and draw-in groove, the draw-in groove can be adjusted by oneself according to wallboard thickness, material cost has been saved promptly, the problem of wallboard thickness change at will has been solved again, and atress component main part and draw-in groove adopt the prefabricated shaping in rivet workshop, do not need on-the-spot furred ceiling, the material loss of furred ceiling board has been reduced, the cost of transportation has been reduced, on-the-spot cost of labor has been reduced, with the problem of proposition in solving above-mentioned background.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a split type main atress component in box room of modularization, includes atress component main part, roof and wallboard, the seamless welding of internal surface of atress component main part has the draw-in groove, and draw-in groove and atress component main part match each other, the bight at wallboard and roof junction is installed to atress component main part and draw-in groove, and the internal surface of atress component main part supports to one side surface of roof, the lower extreme surface cooperation atress component main part joint wallboard's of draw-in groove top.
By adopting the technical scheme, the device is through adopting the split type connection structure of atress member main part and draw-in groove, and the draw-in groove can be adjusted by oneself according to wallboard thickness, has saved material cost promptly, has solved the problem that wallboard thickness changed at will again to atress member main part and draw-in groove adopt rivet workshop prefabrication shaping, do not need on-the-spot furred ceiling, have reduced the material loss of furred ceiling board, have reduced the cost of transportation, have reduced on-the-spot cost of labor.
Preferably, the stress member main body is formed by a 3.0mm galvanized plate, and the clamping groove is formed by a 1.0mm galvanized plate independently.
Through adopting above-mentioned technical scheme, the draw-in groove carries out seamless welding with the atress component main part in the workshop, compares and saves 12% with steel volume in traditional atress component per meter.
Preferably, the clamping groove is vertically welded on the inner surface of the stress member main body in a seamless mode at 90 degrees and is parallel to the upper edge of the stress member main body.
Through adopting above-mentioned technical scheme, make atress component main part and draw-in groove install when the bight of wallboard and roof junction, can closely laminate wallboard and roof.
Compared with the prior art, the beneficial effects of the utility model are that:
the device is through adopting the split type connection structure of atress member main part and draw-in groove, and the draw-in groove can be adjusted by oneself according to wallboard thickness, has saved material cost promptly, has solved the random problem of changing of wallboard thickness again to atress member main part and draw-in groove adopt rivet workshop prefabrication shaping, do not need on-the-spot furred ceiling, have reduced the material loss of furred ceiling board, have reduced the cost of transportation, have reduced on-the-spot cost of labor.
Drawings
Fig. 1 is a schematic structural view of the present invention;
fig. 2 is an exploded view of the body of the force-bearing member and the slot of the present invention;
fig. 3 is a view of the present invention showing the combination of the main body of the force-bearing member and the slot.
In the figure:
1. a force-receiving member body; 2. a card slot; 3. a wallboard; 4. a top plate.
Detailed Description
In the following, reference will be made to the accompanying drawings in the embodiments of the present invention for clearly and completely describing the technical solutions in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1 to 3, the present invention provides a technical solution:
as shown in fig. 1 to 3, a split type main stress component of modular box type house, includes stress component main part 1, roof 4 and wallboard 3, the seamless welding of internal surface of stress component main part 1 has draw-in groove 2, and draw-in groove 2 matches each other with stress component main part 1, the bight at wallboard 3 and roof 4 junction is installed to stress component main part 1 and draw-in groove 2, and the internal surface of stress component main part 1 supports to one side surface of roof 4, the lower extreme surface cooperation stress component main part 1 of draw-in groove 2 joint wallboard 3's top.
By adopting the technical scheme, the device is through adopting the split type connection structure of atress member main part 1 and draw-in groove 2, and draw-in groove 2 can be adjusted by oneself according to 3 thicknesses of wallboard, has saved material cost promptly, has solved the problem that 3 thicknesses of wallboard are changed at will again to atress member main part 1 and draw-in groove 2 adopt rivet workshop prefabrication shaping, do not need on-the-spot furred ceiling, have reduced the material loss of furred ceiling board 4, have reduced the cost of transportation, have reduced on-the-spot cost of labor.
Specifically, as shown in fig. 1, the stressed member main body 1 is formed by a 3.0mm galvanized sheet, and the clamping groove 2 is formed by a 1.0mm galvanized sheet.
Through adopting above-mentioned technical scheme, draw-in groove 2 carries out seamless welding with atress component main part 1 in the workshop, compares and saves 12% with steel volume in traditional atress component per meter.
Specifically, as shown in fig. 1, the clamping groove 2 is vertically welded to the inner surface of the force-receiving member body 1 in a seamless manner at 90 degrees, and is parallel to the upper edge of the force-receiving member body 1.
Through adopting above-mentioned technical scheme, make atress component main part 1 and draw-in groove 2 install when the bight of wallboard 3 and roof 4 junction, can closely laminate wallboard 3 and roof 4.
The working principle is as follows: the device is through adopting atress member main part 1 and the split type connection structure of draw-in groove 2, and draw-in groove 2 can be adjusted by oneself according to 3 thicknesses of wallboard, has saved material cost promptly, has solved the problem that 3 thicknesses of wallboard are changed at will again to atress member main part 1 and draw-in groove 2 adopt rivet workshop prefabrication shaping, do not need on-the-spot furred ceiling, have reduced the material loss of furred ceiling board 4, have reduced the cost of transportation, have reduced on-the-spot cost of labor.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims (3)

1. The utility model provides a split type main atress component in box room of modularization, includes atress component main part (1), roof (4) and wallboard (3), its characterized in that: the interior surface seamless welding of atress component main part (1) has draw-in groove (2), and draw-in groove (2) and atress component main part (1) match each other, the bight at wallboard (3) and roof (4) junction is installed with draw-in groove (2) in atress component main part (1), and the internal surface of atress component main part (1) supports to one side surface of roof (4), the top of the lower extreme surface cooperation atress component main part (1) joint wallboard (3) of draw-in groove (2).
2. The split main bearing component of the modular box house according to claim 1, wherein: the stress member main body (1) is formed by a 3.0mm galvanized sheet, and the clamping groove (2) is formed by a 1.0mm galvanized sheet independently.
3. The split main bearing component of the modular box house according to claim 1, wherein: the clamping groove (2) is vertically welded on the inner surface of the stress member main body (1) in a seamless mode at 90 degrees and is parallel to the upper edge of the stress member main body (1).
CN201921790913.2U 2019-10-24 2019-10-24 Split type main stress component in modularization box room Active CN210947192U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201921790913.2U CN210947192U (en) 2019-10-24 2019-10-24 Split type main stress component in modularization box room

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201921790913.2U CN210947192U (en) 2019-10-24 2019-10-24 Split type main stress component in modularization box room

Publications (1)

Publication Number Publication Date
CN210947192U true CN210947192U (en) 2020-07-07

Family

ID=71395399

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201921790913.2U Active CN210947192U (en) 2019-10-24 2019-10-24 Split type main stress component in modularization box room

Country Status (1)

Country Link
CN (1) CN210947192U (en)

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Effective date of registration: 20230824

Address after: 075600 Zhuolu Industrial Park, Zhangjiakou City, Hebei Province

Patentee after: Yianju Integrated Housing Hebei Co.,Ltd.

Address before: 10/F, Building 2, Fusheng Jiayuan, North Side of East Street, Chengguan Sub district Office, Fangshan District, Beijing, 102400

Patentee before: Beijing Jinhua Hengyuan Steel Structure Co.,Ltd.