CN202706223U - Z-shaped keel floor hanging component - Google Patents
Z-shaped keel floor hanging component Download PDFInfo
- Publication number
- CN202706223U CN202706223U CN 201220293132 CN201220293132U CN202706223U CN 202706223 U CN202706223 U CN 202706223U CN 201220293132 CN201220293132 CN 201220293132 CN 201220293132 U CN201220293132 U CN 201220293132U CN 202706223 U CN202706223 U CN 202706223U
- Authority
- CN
- China
- Prior art keywords
- main body
- keel
- floor
- face
- load bearing
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Images
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model provides a Z-shaped keel floor hanging component which comprises a keel body, the side face of the keel body is in a Z shape, the top surface and the bottom surface of the keel body are parallel, and a vertical surface which is perpendicular to the top surface and the bottom surface of the keel body is located in the middle of the keel body. The Z-shaped keel floor hanging component has the advantages of being simple in structure and convenient to use; and when the Z-shaped keel floor hanging component is applied to house building, floors can not move horizontally, the angle between two adjacent load bearing walls is always 90 degrees, and a house using the Z-shaped keel floor hanging component has the advantages of being wind resistant and shock resistant.
Description
Technical field
The utility model relates to a kind of lightgage steel joist for civilian construction, particularly discloses a kind of Z-shaped keel floor suspension member.
Background technology
At present, when carrying out building construction with lightgage steel joist, floor is generally two ends with the floor of U-shaped lightgage steel joist structure, floor directly is placed on the upper end of load bearing wall, be that the lateral surface of the end face at two ends of floor and load bearing wall is in same perpendicular, such as Fig. 1, Fig. 2, Fig. 3, when so in a single day running into typhoon or earthquake, floor is subject to crosswind or side-to-side vibrations meeting generating horizontal displacement, owing to do not support at horizontal plane between the adjacent load bearing wall, in case floor generation translation can cause the angle generation between the adjacent load bearing wall unbalance, has further caused caving in of house.
Summary of the invention
The purpose of this utility model is to overcome the defective that exists in the prior art, provide a kind of simple in structure, easy to use, make floor realize the Z-shaped keel floor suspension member of wind resistance, antidetonation.
The utility model is achieved in that a kind of Z-shaped keel floor suspension member, comprise the keel main body, it is characterized in that: the side of described keel main body is " Z " font, the end face of described keel main body and bottom surface are the face that is parallel to each other, and the centre of described keel main body is the vertical plane perpendicular to end face and bottom surface.
The width of the end face of described keel main body is 80mm ~ 150mm, and the width of the bottom surface of described keel main body is 50mm ~ 100mm.
The upper plane of the bottom surface of described keel main body to the height of the end face of keel main body is 100 ~ 300mm.
Described keel main body is made of light-duty steel plate.
The vertical plane of described keel main body is provided with connecting hole.
When the utility model uses, often be to use in pairs, 2 symmetrical the utility model are a pair of, first the end face of a keel main body is fixed on the end face of a load bearing wall, and so that the vertical plane of keel main body be close on the metope of load bearing wall, again the keel main body of another part symmetry is fixed on the end face of another load bearing wall that parallels by same method, so that the bottom surface of 2 keel main bodys is between the load bearing wall of the parallel correspondence in two sides; And then with existing two ends with the floor frame of U-shaped keel above the bottom surface of a pair of keel main body between the parallel load bearing wall in two sides, the end face of the end face of floor and load bearing wall is connected and fixed by U-shaped keel and the keel main body of the present utility model of the connectors such as screw with the floor two ends in same water surface face at last like this.
The beneficial effects of the utility model are: simple in structure, easy to use, the keel agent structure of zigzag has changed floor in the prior art and has been covered in structure on the load bearing wall, and so that the two ends of floor between load bearing wall, avoided the horizontal movement of floor on load bearing wall, and because the support of floor, remain vertical angle between the adjacent two sides load bearing wall, the skew of angle and unbalance can not occur, thereby realized house wind resistance, antidetonation purpose.
Description of drawings
Fig. 1 is the syndeton schematic diagram between the floor load bearing wall parallel with the two sides in the prior art.
Fig. 2 is the annexation structural representation between prior art floor and the adjacent two sides load bearing wall.
Fig. 3 is the structure top view of floor and load bearing wall annexation in the prior art.
Fig. 4 is the utility model structural representation.
Fig. 5 is the utility model side structure schematic diagram.
Structural representation when Fig. 6 load bearing wall parallel with floor, two sides that be the utility model links to each other.
The structural representation of Fig. 7 when to be the utility model with floor, adjacent two sides load bearing wall link to each other.
Fig. 8 is the structure top view of the utility model and floor, load bearing wall annexation.
Wherein: 1, keel main body; 2, end face; 3, bottom surface; 4, vertical plane; 5, connecting hole; 6, load bearing wall; 7, floor; 8, interior metope; 9, U-shaped keel; 10, screw.
The specific embodiment
According to Fig. 4, Fig. 5, the utility model comprises keel main body 1, the side of described keel main body 1 is " Z " font, the end face 2 of described keel main body 1 and the face of bottom surface 3 for being parallel to each other, and the centre of described keel main body 1 is perpendicular to the vertical plane 4 of end face 2 with bottom surface 3.The width of the end face 2 of described keel main body 1 is 80mm ~ 150mm, and the width of the width of end face 2 and load bearing wall 6 end faces is complementary; The width of the bottom surface 3 of described keel main body 1 is 50mm ~ 100mm.The upper plane of the bottom surface 3 of described keel main body 1 to the height of the end face 2 of keel main body 1 equates to be 100 ~ 300mm with the height of floor 7.Described keel main body 1 is made of light-duty steel plate, usually adopts the light steel G550 of national standard.The vertical plane 4 of described keel main body 1 is provided with connecting hole 5.
According to Fig. 6 ~ Fig. 8, when the utility model uses, often be to use in pairs, 2 symmetrical the utility model are a pair of, first the end face 2 of a keel main body 1 is fixed on the end face of a load bearing wall 6, and so that the vertical plane 4 of keel main body 1 be close on the interior metope 8 of load bearing wall 6, again the keel main body of another part symmetry is fixed on the end face of the load bearing wall 6 of another parallel correspondence by same method, so that the bottom surface 3 of 2 keel main bodys 1 is between the load bearing wall 6 of the parallel correspondence in two sides, such as Fig. 6; And then with existing two ends with 7 on the floor of U-shaped keel 9 above the bottom surface 3 of a pair of keel main body between the parallel load bearing wall 6 in two sides, the end face of the end face of floor 7 and load bearing wall 6 is connected and fixed the U-shaped keel 9 at floor 7 two ends and the connecting hole 5 on keel main body 1 vertical plane 4 of the present utility model by screw 10 connectors such as grade in same water surface face at last like this.After installing, floor 7 under the support of floor 7, forms stable rectangular configuration between the load bearing wall 6 of four sides between four sides load bearing wall 6, thereby so that the angle between the adjacent load bearing wall 6 remains variation that angle vertically and not occurs and unbalance; When running into typhoon or earthquake, floor 7 is owing to be limited in can not moving by occurred level in the load bearing wall, so the angle between floor 7 and the load bearing wall 6 also can be not unbalance, thereby forms firm connection, so that the house has the function of wind resistance, antidetonation.
Claims (5)
1. Z-shaped keel floor suspension member, comprise the keel main body, it is characterized in that: the side of described keel main body is " Z " font, and the end face of described keel main body and bottom surface are the face that is parallel to each other, and the centre of described keel main body is the vertical plane perpendicular to end face and bottom surface.
2. described Z-shaped keel floor suspension member according to claim 1, it is characterized in that: the width of the end face of described keel main body is 80mm ~ 150mm, the width of the bottom surface of described keel main body is 50mm ~ 100mm.
3. described Z-shaped keel floor suspension member according to claim 1, it is characterized in that: the upper plane of the bottom surface of described keel main body to the height of the end face of keel main body is 100 ~ 300mm.
4. described Z-shaped keel floor suspension member according to claim 1, it is characterized in that: described keel main body is made of light-duty steel plate.
5. described Z-shaped keel floor suspension member according to claim 1, it is characterized in that: the vertical plane of described keel main body is provided with connecting hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220293132 CN202706223U (en) | 2012-06-21 | 2012-06-21 | Z-shaped keel floor hanging component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220293132 CN202706223U (en) | 2012-06-21 | 2012-06-21 | Z-shaped keel floor hanging component |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202706223U true CN202706223U (en) | 2013-01-30 |
Family
ID=47586541
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220293132 Expired - Fee Related CN202706223U (en) | 2012-06-21 | 2012-06-21 | Z-shaped keel floor hanging component |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202706223U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102747800A (en) * | 2012-06-21 | 2012-10-24 | 朱威 | Z-shaped keel floorslab hanger |
-
2012
- 2012-06-21 CN CN 201220293132 patent/CN202706223U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102747800A (en) * | 2012-06-21 | 2012-10-24 | 朱威 | Z-shaped keel floorslab hanger |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207728795U (en) | Crane span structure antidetonation suspension and support | |
| CN202866120U (en) | Novel assembly wallboard | |
| CN201437612U (en) | Movable roof-panel wall joint with waist-shaped holes | |
| CN203200985U (en) | Light steel structure plant wind-resisting column and roof beam connection structure | |
| CN203320737U (en) | X-type shear wall structure | |
| CN204590248U (en) | A kind of assembled integral orthogonal-diagonal lattice mixed type steel lattice box structure | |
| CN203006792U (en) | Single-attachment-point tower crane wall attaching device | |
| CN204357112U (en) | Dual-shear force wall deformation slit formwork constructing structure | |
| CN202706223U (en) | Z-shaped keel floor hanging component | |
| CN209293241U (en) | A kind of assembled architecture wallboard intermediate connecting body | |
| CN202969569U (en) | Steel structure of supercritical coal-fired power station | |
| CN102747800A (en) | Z-shaped keel floorslab hanger | |
| CN202090457U (en) | Shearing earthquake-resistant damper for architectural structure with mild steels in parallel | |
| CN204609036U (en) | A kind of shock-absorbing energy dissipator for building structure | |
| CN204212294U (en) | The modular self-supporting flying-wing device of a kind of Super High | |
| CN203403515U (en) | Cross-shaped steel column structure | |
| CN202298901U (en) | Annular column grid steel beam connecting system with statically indeterminate structure | |
| CN203782883U (en) | Steel pipe truss hinge joint device | |
| CN203878779U (en) | Rectangular concrete-filled steel tube column and I-steel beam rebar penetrating type joint | |
| CN103774752B (en) | Steel pipe truss hinged joint device | |
| CN204919872U (en) | Shear force wall transform structure | |
| CN203654536U (en) | Installation fixture connecting piece of full glass curtain wall large-size glass panel | |
| CN204873511U (en) | Embedded trolley frame of two roof beam hoists | |
| CN203867061U (en) | Steel truss supporting structural system for corner space | |
| CN203603260U (en) | Light stable connecting structure of prefabricated building wall beam |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130130 Termination date: 20130621 |