CN217711133U - Box-type room with mixed structure of shear wall and steel structure column - Google Patents
Box-type room with mixed structure of shear wall and steel structure column Download PDFInfo
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- CN217711133U CN217711133U CN202221658399.9U CN202221658399U CN217711133U CN 217711133 U CN217711133 U CN 217711133U CN 202221658399 U CN202221658399 U CN 202221658399U CN 217711133 U CN217711133 U CN 217711133U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 72
- 239000010959 steel Substances 0.000 title claims abstract description 72
- 238000003466 welding Methods 0.000 claims description 13
- 238000000034 method Methods 0.000 claims description 12
- 238000010030 laminating Methods 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 10
- 238000005452 bending Methods 0.000 description 3
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000037237 body shape Effects 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 210000003195 fascia Anatomy 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
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Abstract
The utility model discloses a box room of mixed structure of shear force wall body and steel construction post, including top frame system, underframe system, shear force wall body and steel construction post, have 1 at least the corner of top frame system passes through the shear force wall body with the corner connection of underframe system, the surplus corner of top frame system passes through the steel construction post with the corner connection of underframe system. The utility model discloses use shear force wall body and steel construction post to replace the partial wall body and the corner post in standard box room, the compressive strength of shear force wall body and steel construction post > the corner post in standard box room for the compressive property in box room has obtained the improvement, makes it be applicable to special environment or be used for assembling high-rise building.
Description
Technical Field
The utility model relates to a portable, detachable or folding general building field, concretely relates to box room of mixed structure of shear force wall body and steel construction post.
Background
The upright post system of the standard box-type house consists of L-shaped corner posts, and the corner posts can only meet the temporary building standard design and have poor structural stress, so that the standard box-type house does not have strong pressure resistance and is not suitable for special environments or multi-storey buildings.
However, the corner post is an L-shaped upright post formed by bending a steel coil strip, and if the material of the corner post is thickened to bear the weight of a three-storey building, the corner post is heavy, the purchase cost of raw materials is high, and the steel coil strip cannot be made of thicker steel, so that the corner post is difficult to bend by the prior art; the technical problem can be solved by replacing the bending process of the steel plate with the welding process, but the welding process cost is several times or even ten times of the bending process cost, and the welding process is not feasible at all in view of cost.
If the volume of the corner post is increased, the strength of the corner post is also increased, and the corner post is not difficult to produce, however, in the existing standard box-type house, the corner post not only plays a role of the upright post, but also plays a role of connecting the wall body, the corner post influences the connection between the corner post and the wall body greatly, and meanwhile, the corner post occupies the use area inside the box-type house.
Therefore, a novel structure capable of replacing corner posts is needed, the occupied area of the novel structure is small, and the novel structure is suitable for building a parallel building.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a shear force wall body and steel construction column's box room of mixed structure to it is lower to solve current box room intensity of mixed structure, is not suitable for special environment or multi-layer construction's technical problem.
In order to solve the above technical problem, the utility model particularly provides the following technical scheme:
a shear wall and steel structure column mixed structure box-type house comprises a top frame system, a bottom frame system, shear walls and steel structure columns, wherein the shear walls are of a plane truss structure, at least 1 corner of the top frame system is connected with a corner of the bottom frame system through the shear walls, and the rest corners of the top frame system are connected with the corners of the bottom frame system through the steel structure columns to form a box-type structure.
Preferably, the shear wall body and the steel structure column are connected with the top frame system and the bottom frame system through a welding process.
Preferably, the steel structure column is in a square tube shape, the width of the cross section of the steel structure column is less than or equal to 300mm, and the shear wall body is a short-limb shear wall.
Preferably, the outward surfaces of the shear wall body and the steel structure column are flush with the outer walls of the top frame system and the bottom frame system.
Preferably, the shear wall body comprises a top beam, and the top beam is horizontally arranged and connected with the bottom surface of the top frame system; bottom beams parallel to the top beams and connecting the top surfaces of the bottom frame system; the upright columns are vertically arranged and are connected with the top beams and the bottom beams; and the inclined strut is obliquely arranged and is connected with the top beam and the bottom beam.
Preferably, the top beam, the bottom beam, the upright post and the inclined strut are all cold-formed thin-wall section steel and are connected into a whole through a welding process.
Preferably, the hybrid-structure box house further comprises corner connectors for adjoining another hybrid-structure box house in a horizontal direction, the corner connectors being connected at corners of the top frame system, the corner connectors being connected to another of the corner connectors adjacent thereto when the hybrid-structure box house is adjoined to another hybrid-structure box house.
Preferably, the corner connector is formed with a lifting hole.
Preferably, the top frame system comprises a combined top beam, wherein the combined top beam is provided with four combined top beams and is abutted with each other to form a rectangular frame; a secondary beam having a plurality and disposed side by side inside the rectangular frame; the connecting piece, the vertical setting of connecting piece is in the inside of combination back timber, the both ends of secondary beam pass through the connecting piece with the combination back timber is connected.
Preferably, the combination back timber includes first roof beam body and second roof beam body, first roof beam body is C shaped steel, the second roof beam body is U shaped steel, the backplate of first roof beam body with the backplate laminating of second roof beam body is connected, the connecting piece is connected the web and the pterygoid lamina of first roof beam body and the web and the pterygoid lamina of second roof beam body.
Compared with the prior art, the utility model has following beneficial effect:
the utility model discloses use shear force wall body and steel construction post to replace the partial wall body and the corner post in standard box room, the compressive strength of shear force wall body and steel construction post > the corner post in standard box room for the compressive property in box room has obtained the improvement, makes it be applicable to special environment or be used for assembling high-rise building.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below. It should be apparent that the drawings in the following description are merely exemplary, and that other embodiments can be derived from the drawings provided by those of ordinary skill in the art without inventive effort.
FIG. 1 is a perspective view of a hybrid box house;
FIG. 2 is a side view of a hybrid structure box house;
FIG. 3 is an exploded perspective view of a hybrid box house;
FIG. 4 is an exploded perspective view of the top frame system;
FIG. 5 is a perspective view of a shear wall;
the reference numerals in the drawings denote the following, respectively:
10-top frame system; 11-a combined top beam; 12-a first beam; 13-a second beam; 14-a secondary beam; 15-a connector;
20-bottom frame system;
30-a shear wall; 31-a top beam; 32-bottom beam; 33-upright posts; 34-an inclined strut; 35-a centre beam;
40-steel structural columns;
a 50-angle connector; 51-lifting hole.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the drawings 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 efforts all belong to the protection scope of the present invention.
As shown in fig. 1-5, the present invention provides:
a shear wall and steel structure column mixed structure box-type house comprises a top frame system 10, a bottom frame system 20, a shear wall 30 and steel structure columns 40, wherein the shear wall 30 is a plane truss structure with unchanged geometric shape formed by connecting (riveting or welding) short and straight steel rods with each other at the end parts, and the steel rods are mainly cold-formed thin-wall section steel and angle steel.
At least 1 corner of the top frame system 10 is connected with the corner of the bottom frame system 20 through the shear wall 30, and the remaining corners of the top frame system 10 are connected with the corners of the bottom frame system 20 through the steel structure columns 40.
The number of shear walls 30 and steel structural columns 40 depends on the position of the box-type house after the box-type house is assembled into a building, and if one or both surfaces of the box-type house are external walls or load-bearing walls after the box-type house is assembled into a building, the top frame system 10 and the bottom frame system 20 can be connected through the shear walls 30 at the positions of the external walls or the load-bearing walls. In the interior of the building, the top frame system 10 and the bottom frame system 20 are connected through the shear wall 30, so that the inner area of the building is greatly reduced, and the top frame system 10 and the bottom frame system 20 are preferably connected through the steel structural columns 40.
The shear wall 30 and the steel structural columns 40 are connected with the top frame system 10 and the bottom frame system 20 through a welding process.
The shear wall 30 and the steel structural columns 40 replace the existing box-type house columns, so that the steel structural columns are not suitable for corner connectors special for the existing box-type house columns, and cannot be quickly installed by using bolts, so that the steel structural columns are most suitable to be installed by using a welding process.
The steel structure column 40 is in a square tube shape, the section width of the steel structure column 40 is less than or equal to 300mm, the shear wall body 30 is in a three-dimensional rectangular wall body shape, and the shear wall body 30 is a short-limb shear wall.
The short-limb shear wall is a shear wall with the section thickness not more than 300mm and the maximum value of the ratio of the cross section height to the thickness of each limb between 4 and 8, and 1 to 2 short-limb shear walls are arranged at the corners of the box-type house to sufficiently support the weight of the box-type house without paving the shear walls on the whole wall surface.
The outward surfaces of the shear wall 30 and the steel structural columns 40 are flush with the outer walls of the top frame system 10 and the bottom frame system 20.
The welding of box room has smooth surface after accomplishing, can directly attach the side fascia.
As shown in fig. 4, the shear wall 30 includes,
a top beam 31 (U-shaped steel), the top beam 31 being horizontally disposed and welded to the bottom surface of the top frame system 10;
bottom beams 32 (U-section steel), the bottom beams 32 being parallel to the top beams 31 and being welded to the top surface of the bottom frame system 20;
the upright columns 33 (spliced by U-shaped steel and C-shaped steel/square tubes), the upright columns 33 are vertically arranged and are connected with the top beams 31 and the bottom beams 32 in a welding mode;
and the inclined strut 34 (C-shaped steel) is obliquely arranged and is welded with the top beam 31 and the bottom beam 32.
In the embodiment, the corner columns and corner fittings of the labeled box-type house are replaced by the shear wall 30, and meanwhile, the shear wall 30 replaces part or all of the walls of the standard box-type house, so that the strength of the shear wall 30 is far greater than that of the corner columns, and how to connect the shear wall 30 and the walls is not required to be considered.
When the width of the shear wall 30 is short and it is inconvenient to arrange the whole brace 34, a middle beam 35 may be arranged in the middle of the shear wall 30 to connect the upper and lower columns 33 and the two braces 34.
The top beam 31, bottom beam 32, upright 33 and diagonal braces 34 are all cold-formed thin-walled steel and are connected into a single piece by a welding process.
And further:
the hybrid-structure box house further includes corner connectors 50 for adjoining another hybrid-structure box house in a horizontal direction, the corner connectors 50 being connected at corners of the top frame system 10, the corner connectors 50 being connected with another corner connector 50 adjacent thereto when the hybrid-structure box house is adjoined with another hybrid-structure box house.
In the present embodiment, the corner connectors 50 are angle steels, which are connected to the top frame system 10 by bolts, and the adjacent two corner connectors 50 are also connected by bolts.
Further, in order to facilitate hoisting, assembling and forming the box-type house:
the corner connector 50 is formed with lifting holes 51.
During hoisting, only the lifting hook is needed to be installed through the hoisting hole 51, and the crane can be used for hoisting.
Further, as shown in fig. 1, the present embodiment provides a structure of the top frame system 10 and the bottom frame system 20:
the top frame system 10 includes a top frame,
the combined top beam 11 has four combined top beams 11 and is adjacent to each other to form a rectangular frame;
a secondary beam 14, the secondary beam 14 having a plurality and being arranged side by side inside the rectangular frame;
and the connecting pieces 15 are vertically arranged inside the combined top beam 11, and two ends of the secondary beam 14 are connected with the combined top beam 11 through the connecting pieces 15.
The combined top beam 11 is welded with a connecting piece 15, and the connecting piece 15 is connected with the secondary beam 14 through a bolt.
Further, the secondary beam 14 is a C-section steel with the model number of C secondary beam 1 steel structural column 40x angle connector 50x bottom frame system 20x3, and the connector 15 is a steel plate, as shown in fig. 3, this embodiment provides a preferred structure of the combined top beam 11:
the top frame system combined top beam 11 comprises a first beam body 12 and a second beam body 13, wherein the first beam body 12 is C-shaped steel with the model number of C180x70x20x3, the second beam body 13 is U-shaped steel with the model number of U180x70x3, a back plate of the first beam body 12 is attached to a back plate of the second beam body 13 and connected through bolts, and a connecting piece 15 is connected with a web plate and a wing plate of the first beam body 12 and a web plate and a wing plate of the second beam body 13.
The connecting member 15 not only functions to connect the second beam body 13 and the sub-beam 14, but also is capable of: the first beam 12 and the adjacent other first beam 12 are connected, the first beam 12 and the composite wall are connected, and the two wing plates of the first beam 12 and the two wing plates of the second beam 13 can be supported, so that the strength of the first beam 12 and the second beam is increased.
The above embodiments are only exemplary embodiments of the present invention, and are not intended to limit the present invention, and the protection scope of the present invention is defined by the claims. Various modifications and equivalents of the invention can be made by those skilled in the art within the spirit and scope of the invention, and such modifications and equivalents should also be considered as falling within the scope of the invention.
Claims (10)
1. A box-type house with a mixed structure of a shear wall body and a steel structure column is characterized in that,
the shear wall body (30) is of a plane truss structure, at least 1 corner of the top frame system (10) is connected with the corner of the bottom frame system (20) through the shear wall body (30), and the rest corners of the top frame system (10) are connected with the corners of the bottom frame system (20) through the steel structure columns (40) to form a box-shaped structure.
2. The shear wall and steel structure column mixed structure box-type house of claim 1,
the shear wall body (30) and the steel structure column (40) are connected with the top frame system (10) and the bottom frame system (20) through a welding process.
3. The shear wall and steel structure column mixed structure box-type house of claim 2,
the steel structure column (40) is in a square tube shape, the width of the cross section of the steel structure column (40) is less than or equal to 300mm, and the shear wall body (30) is a short-limb shear wall.
4. The shear wall and steel structure column mixed structure box-type house of claim 3,
the outer surfaces of the shear wall body (30) and the steel structure column (40) facing outwards are flush with the outer walls of the top frame system (10) and the bottom frame system (20).
5. The shear wall and steel structure column mixed structure box-type house according to any one of claims 1-4,
the shear wall (30) comprises a shear wall body,
a top beam (31), wherein the top beam (31) is horizontally arranged and is connected with the bottom surface of the top frame system (10);
a bottom beam (32), said bottom beam (32) being parallel to said top beam (31) and connecting a top surface of said underframe system (20);
a vertical column (33), the vertical column (33) being vertically arranged and connecting the top beam (31) and the bottom beam (32);
a diagonal brace (34), the diagonal brace (34) being obliquely arranged and connecting the top beam (31) and the bottom beam (32).
6. The shear wall and steel structure column mixed structure box-type house of claim 5,
the top beam (31), the bottom beam (32), the upright post (33) and the inclined strut (34) are all cold-formed thin-walled steel and are connected into a whole through a welding process.
7. The shear wall and steel structure column mixed structure box-type house of claim 1,
the hybrid structure box house further comprises corner connectors (50) for adjoining another hybrid structure box house in a horizontal direction, the corner connectors (50) being connected at corners of the top frame system (10), the corner connectors (50) being connected with another corner connector (50) adjacent thereto when the hybrid structure box house is adjoined with another hybrid structure box house.
8. The shear wall and steel structure column mixed structure box-type house of claim 7,
and hoisting holes (51) are formed in the corner connecting pieces (50).
9. The shear wall and steel structure column mixed structure box-type house of claim 1,
the top frame system (10) comprises,
a combined top beam (11), wherein the combined top beam (11) has four and is adjacent to each other to form a rectangular frame;
a secondary beam (14), the secondary beam (14) having a plurality and being disposed side by side inside the rectangular frame;
connecting piece (15), connecting piece (15) are vertical to be set up the inside of combination back timber (11), the both ends of secondary beam (14) are passed through connecting piece (15) with combination back timber (11) are connected.
10. The shear wall and steel structure column mixed structure box-type house of claim 9,
combination back timber (11) include first roof beam body (12) and second roof beam body (13), first roof beam body (12) are C shaped steel, second roof beam body (13) are U shaped steel, the backplate of first roof beam body (12) with the backplate laminating of second roof beam body (13) is connected, connecting piece (15) are connected the web and the pterygoid lamina of first roof beam body (12) and the web and the pterygoid lamina of second roof beam body (13).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221658399.9U CN217711133U (en) | 2022-06-28 | 2022-06-28 | Box-type room with mixed structure of shear wall and steel structure column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221658399.9U CN217711133U (en) | 2022-06-28 | 2022-06-28 | Box-type room with mixed structure of shear wall and steel structure column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217711133U true CN217711133U (en) | 2022-11-01 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221658399.9U Active CN217711133U (en) | 2022-06-28 | 2022-06-28 | Box-type room with mixed structure of shear wall and steel structure column |
Country Status (1)
| Country | Link |
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| CN (1) | CN217711133U (en) |
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- 2022-06-28 CN CN202221658399.9U patent/CN217711133U/en active Active
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Address after: No. 888, Yanling East Road, High-tech Zone, Jiangyin City, Wuxi City, Jiangsu Province, 214400 Patentee after: Jiangsu Zhijian Meizhu Technology Co.,Ltd. Address before: No. 888, Yanling East Road, High-tech Zone, Jiangyin City, Wuxi City, Jiangsu Province, 214400 Patentee before: Jiangsu Zhijian Meizhu Intelligent Building Technology Co.,Ltd. |