CN212742880U - Wind-resistant and earthquake-resistant light steel keel building house - Google Patents
Wind-resistant and earthquake-resistant light steel keel building house Download PDFInfo
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- CN212742880U CN212742880U CN202021415909.0U CN202021415909U CN212742880U CN 212742880 U CN212742880 U CN 212742880U CN 202021415909 U CN202021415909 U CN 202021415909U CN 212742880 U CN212742880 U CN 212742880U
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Abstract
The utility model provides a wind-resistant antidetonation light gauge steel building house, including light gauge steel house body and the roof of installing on light gauge steel house body top, the inside triangle-shaped light gauge steel roof truss that is equipped with in roof, this internal bearing keel that is equipped with horizontal setting in house and the support fossil fragments of vertical setting, light gauge steel roof truss with bear fossil fragments and support fossil fragments intersection and be equipped with the truss connection component, the truss connection component includes the main junction board and assists the connecting plate, be equipped with a plurality of connecting hole on the main junction board and the assistance connecting plate, all be equipped with the difference in height between two horizontal adjacent connecting holes. This house mainly utilizes the truss connection component of special design at the position of connecting between roof and house main part, further strengthens joint strength between roof and the house main part, adopts the screw that has the difference in height to connect, has avoided the reduction of the high fossil fragments skeleton intensity in same position, improves the whole ability that bears external force of junction, effectively prevents the distortion of the junction that receives the external force production.
Description
Technical Field
The utility model relates to an assembly type structure technical field especially relates to a light gauge steel building connecting device, specifically indicates a wind-resistant antidetonation light gauge steel building house.
Background
In recent years, light steel keel type buildings generally do not exceed 6 floors on a low floor, and the field of buildings with three floors or so is developed suddenly and violently, but a common phenomenon exists at present, because the light steel keel type buildings are generally attractive in shape, a convex eave is arranged at the joint of a roof and a house, and because the eave is more prominent, a wind-holding part is formed when strong wind is met, in inner Mongolia areas of Xinjiang in Xizang, wind power sometimes reaches more than 10 grades, the roof is acted by the wind power, the traditional roof can slightly deform, and the connection strength is poor; and if an earthquake occurs, certain deformation can be generated, a set of connection assembly with strong wind and earthquake resistance is summarized through research and development and field construction for more than one year, and the assembly is patented for protection.
Disclosure of Invention
The to-be-solved technical problem of the utility model is weak point to prior art exists, a wind-resistant antidetonation light gauge steel building house is provided, this house mainly is connected the position between roof and house main part and utilizes special design's truss connection component, further strengthen joint strength between roof and the house main part, the screw that adopts to have the difference in height is connected, the reduction of keel frame intensity on having avoided same position height, improve the whole ability that bears external force of junction, effectively prevent the distortion of the junction that receives the production of external force.
The technical solution of the utility model is, provide a following anti-wind antidetonation light gauge steel building house, include light gauge steel house body and install the roof on light gauge steel house body top, the inside triangle-shaped light gauge steel roof truss that is equipped with in roof, this internal bearing keel and the support keel of vertical setting that is equipped with horizontal setting in house, the light gauge steel roof truss is equipped with the truss connection component with bearing keel and support keel intersection, the truss connection component include with bear the main junction board that keel and support keel are connected and the assistance connecting plate of being connected with the light gauge steel roof truss, be equipped with a plurality of connecting hole on the main junction board and the assistance connecting plate, all be equipped with the difference in height between two horizontal adjacent connecting holes.
Preferably, the cross section of the truss connecting member is a rectangular stamping and bending part, an inverted T-shaped notch is formed in one corner of the truss connecting member, parts on two sides of the vertical notch of the inverted T-shaped notch bend towards the same side of the truss connecting member, the bent plate forms an auxiliary connecting plate connected with the light steel roof truss, and the plate of the non-bent part of the truss connecting member forms a main connecting plate connected with the bearing keel and the supporting keel.
Preferably, an installation groove for installing the light steel roof truss is formed between the two auxiliary connecting plates.
Preferably, the bending directions of the two auxiliary connecting plates are the same, and the included angle between the auxiliary connecting plate and the main connecting plate is 90 degrees.
Preferably, the main connecting plate is further provided with raised reinforcing ribs.
Preferably, the truss connecting member is provided with a chamfer, and the chamfer is a round chamfer or/and a straight chamfer.
The beneficial effects of the technical scheme are as follows: this house mainly utilizes the truss connection component of special design at the position of connecting between roof and house main part, further strengthens joint strength between roof and the house main part, adopts the screw that has the difference in height to connect, has avoided the reduction of the high fossil fragments skeleton intensity in same position, improves the whole ability that bears external force of junction, effectively prevents the distortion of the junction that receives the external force production.
Drawings
Fig. 1 is a schematic structural diagram of a wind-resistant and earthquake-resistant light steel keel building house.
Fig. 2 is a structural view of the truss attachment member.
Fig. 3 is a schematic perspective view of the structure of the truss connection member.
Fig. 4 is a schematic structural view of the truss connecting member before bending.
Shown in the figure: 1. light steel roof truss, 2, bear fossil fragments, 3, support fossil fragments, 4, truss connection component, 4.1, main connecting plate, 4.2, assist the connecting plate, 4.3, connecting hole, 4.4, strengthening rib, 5, the type of falling T incision, 6, mounting groove, 7, chamfer.
Detailed Description
For convenience of explanation, the wind-resistant and earthquake-resistant light steel keel building house of the utility model is explained in detail below with reference to the attached drawings 1-4.
A wind-resistant and earthquake-resistant light steel keel building house comprises a light steel keel house body and a roof arranged on the top of the light steel keel house body, wherein a triangular light steel roof truss 1 is arranged inside the roof, a bearing keel 2 and a supporting keel 3 are arranged in the house body in a transverse mode, a truss connecting member 4 is arranged at the joint of the light steel roof truss 1 and the bearing keel 2 and the supporting keel 3, the truss connecting member 4 comprises a main connecting plate 4.1 connected with the bearing keel 2 and the supporting keel 3 and an auxiliary connecting plate 4.2 connected with the light steel roof truss 1, a plurality of connecting holes 4.3 are formed in the main connecting plate 4.1 and the auxiliary connecting plate 4.2, a height difference is formed between two connecting holes 4.3 which are adjacent in the transverse mode, and under the normal condition, the height difference ranges from 0.5 cm to 1 cm; the cross section of the truss connecting member 4 is a rectangular stamping and bending part, an inverted T-shaped notch 5 is arranged on one corner of the truss connecting member 4, parts on two sides of a vertical notch of the inverted T-shaped notch 5 are bent towards the same side of the truss connecting member 4, a bent plate forms an auxiliary connecting plate 4.2 connected with the light steel roof truss 1, and a plate of the non-bent part of the truss connecting member 4 forms a main connecting plate 4.1 connected with the bearing keel 2 and the support keel 3; an installation groove 6 for installing the light steel roof truss 1 is formed between the two auxiliary connecting plates 4.2; the bending directions of the two auxiliary connecting plates 4.2 are the same, and the included angle between the auxiliary connecting plate 4.2 and the main connecting plate 4.1 is 90 degrees; the main connecting plate 4.1 is also provided with raised reinforcing ribs 4.4; the truss connecting member 4 is provided with a chamfer 7, and the chamfer 7 is a round chamfer 7 or/and a straight chamfer 7.
After the truss connection member installation, the main junction plate is used for bearing the connection of fossil fragments and support fossil fragments, the main junction plate internal surface with bear fossil fragments and support the plane contact of fossil fragments bone formation, and through the screw, mode locking such as rivet, it installs with light steel roof truss cooperation to assist mounting groove 6 between the connecting plate to put in order, it is two to assist the connecting plate, be located two of light steel roof truss respectively and connect the face on, and the laminating, through screw or rivet connection, it becomes 90 degrees angle settings to bear the plane of fossil fragments and support fossil fragments bone formation and the plane at light steel roof truss place, utilize the fixed locking that forms two directions behind the fixed locking of this truss connection member, joint strength is high.
This house mainly utilizes the truss connection component of special design at the position of connecting between roof and house main part, further strengthens joint strength between roof and the house main part, adopts the screw that has the difference in height to connect, has avoided the reduction of the high fossil fragments skeleton intensity in same position, improves the whole ability that bears external force of junction, effectively prevents the distortion of the junction that receives the external force production.
In the above embodiments, the best mode of the present invention has been described, it is obvious that many changes can be made under the inventive concept of the present invention, and it should be noted that any changes made under the inventive concept of the present invention will fall within the protective scope of the present invention.
Claims (6)
1. The utility model provides a wind-resistant antidetonation light gauge steel house building house, includes light gauge steel house body and installs the roof on light gauge steel house body top, characterized by: the house roof is inside to be equipped with triangle-shaped light steel roof truss (1), this internal bearing keel (2) and the support fossil fragments (3) of vertical setting of bearing that is equipped with horizontal setting in house, light steel roof truss (1) with bear fossil fragments (2) and support fossil fragments (3) intersection and be equipped with truss connection component (4), truss connection component (4) include with bear fossil fragments (2) and support fossil fragments (3) be connected main connecting plate (4.1) and assist connecting plate (4.2) of being connected with light steel roof truss (1), be equipped with a plurality of connecting hole (4.3) on main connecting plate (4.1) and the assistance connecting plate (4.2), all be equipped with the difference in height between two horizontal adjacent connecting holes (4.3).
2. The wind-resistant earthquake-resistant light steel keel building house according to claim 1, which is characterized in that: the cross section of the truss connecting member (4) is a rectangular stamping bending part, an inverted T-shaped notch (5) is arranged on one corner of the truss connecting member (4), parts of two sides of a vertical notch of the inverted T-shaped notch (5) bend towards the same side of the truss connecting member (4), a bent plate forms an auxiliary connecting plate (4.2) connected with the light steel roof truss (1), and a plate of an unbent part of the truss connecting member (4) forms a main connecting plate (4.1) connected with the bearing keel (2) and the supporting keel (3).
3. The wind-resistant earthquake-resistant light steel keel building house according to claim 2, which is characterized in that: an installation groove (6) for installing the light steel roof truss (1) is formed between the two auxiliary connecting plates (4.2).
4. A wind-resistant earthquake-resistant light gauge steel building house according to claim 1 or 2, characterized in that: the bending directions of the two auxiliary connecting plates (4.2) are the same, and the included angle between the auxiliary connecting plate (4.2) and the main connecting plate (4.1) is 90 degrees.
5. A wind-resistant earthquake-resistant light gauge steel building house according to claim 1 or 2, characterized in that: and raised reinforcing ribs (4.4) are also arranged on the main connecting plate (4.1).
6. The wind-resistant earthquake-resistant light steel keel building house according to claim 2, which is characterized in that: the truss connecting member (4) is provided with a chamfer (7), and the chamfer (7) is a round chamfer (7) or/and a straight chamfer (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021415909.0U CN212742880U (en) | 2020-07-17 | 2020-07-17 | Wind-resistant and earthquake-resistant light steel keel building house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021415909.0U CN212742880U (en) | 2020-07-17 | 2020-07-17 | Wind-resistant and earthquake-resistant light steel keel building house |
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| Publication Number | Publication Date |
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| CN212742880U true CN212742880U (en) | 2021-03-19 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202021415909.0U Active CN212742880U (en) | 2020-07-17 | 2020-07-17 | Wind-resistant and earthquake-resistant light steel keel building house |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113338439A (en) * | 2021-06-22 | 2021-09-03 | 厦门大禾众邦建筑工程技术服务有限公司 | Assembled steel construction list slope roofing house |
| CN113668702A (en) * | 2021-08-27 | 2021-11-19 | 成都天府绿建兴墅建筑科技有限公司 | Assembled light steel building |
-
2020
- 2020-07-17 CN CN202021415909.0U patent/CN212742880U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113338439A (en) * | 2021-06-22 | 2021-09-03 | 厦门大禾众邦建筑工程技术服务有限公司 | Assembled steel construction list slope roofing house |
| CN113668702A (en) * | 2021-08-27 | 2021-11-19 | 成都天府绿建兴墅建筑科技有限公司 | Assembled light steel building |
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