CN203569772U - Groove quakeproof type skeleton structure - Google Patents
Groove quakeproof type skeleton structure Download PDFInfo
- Publication number
- CN203569772U CN203569772U CN201320644413.4U CN201320644413U CN203569772U CN 203569772 U CN203569772 U CN 203569772U CN 201320644413 U CN201320644413 U CN 201320644413U CN 203569772 U CN203569772 U CN 203569772U
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- China
- Prior art keywords
- groove
- quakeproof
- dragon
- shockproof
- keel
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- Expired - Lifetime
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 10
- 239000010959 steel Substances 0.000 claims abstract description 10
- 239000000725 suspension Substances 0.000 claims abstract description 7
- 238000010276 construction Methods 0.000 claims description 7
- 229910001209 Low-carbon steel Inorganic materials 0.000 claims description 6
- 230000002787 reinforcement Effects 0.000 claims description 3
- 238000004519 manufacturing process Methods 0.000 abstract description 4
- 239000000463 material Substances 0.000 abstract description 4
- 238000005096 rolling process Methods 0.000 abstract 1
- 238000001125 extrusion Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 238000005034 decoration Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000006641 stabilisation Effects 0.000 description 2
- 238000011105 stabilization Methods 0.000 description 2
- 229910000838 Al alloy Inorganic materials 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000009418 renovation Methods 0.000 description 1
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
A groove quakeproof type skeleton structure relates to the technical field of decorating materials. The tail ends of a primary groove quakeproof skeleton keel (1), a secondary groove quakeproof skeleton keel (2), a first auxiliary groove quakeproof skeleton keel (3) and a second groove quakeproof skeleton keel auxiliary keel (4) are respectively connected with a suspension rod (5), and the primary groove quakeproof skeleton keel (1), the secondary groove quakeproof skeleton keel (2), the first auxiliary groove quakeproof skeleton keel (3) and the second groove quakeproof skeleton keel auxiliary keel (4) are fixedly connected through a plurality of soft steel pin elastic steel sheet connectors (6). The groove quakeproof type skeleton structure is reasonable in structural design, simple to operate, convenient to mount and high in safe stability. In addition, the groove quakeproof type skeleton structure can effectively avoid wounding caused by ceiling falling due to the fact that the keels fall down in time of earthquake accidents. The specially designed cross sections of the keels are adopted to achieve continuous rolling press, production efficiency is high, and the mounting effect is good, so that the use requirement of people is met.
Description
Technical field:
The utility model relates to technical field of finishing materials, relates in particular to a kind of groove shockproof cage construction.
Background technology:
Keel are a kind of constructional materialss for supporting moulding, fixed structure, be widely used in the places such as hotel, departure lounge, passenger station, station, arenas, market, factory, office building, old building building renovation, interior decoration setting, ceiling, keel are skeleton and base materials of finishing, use very general.
The kind of keel is a lot, according to the difference of making material, can be divided into rough ground, lightgage steel joist, aluminium alloy joist and steel joist etc.; According to dividing by part, can be divided into again channel, straight wall keel, floor file keel and hang keel etc.; According to decoration construction technique difference, also have load-bearing and not load-bearing keel etc.; According to the difference of its model, specification and purposes, be divided into T shape, C shape and U-shaped keel.And existing these keel with ceiling installation process in, great majority adopt easy mounting means, but this mounting means easily causes ceiling to drop in the situation that running into earthquake, hurt sb.'s feelings, and the strength ratio of its keel is lower, application life is shorter, can not meet people's user demand.
Utility model content:
The purpose of this utility model is to provide a kind of groove shockproof cage construction, its reasonable in design, simple to operate, easy for installation, in the time of can effectively preventing that earthquake is unexpected, keel come off and cause ceiling to drop hurting sb.'s feelings, security and stability is high, adopt the keel section of particular design, realize continuous roll extrusion, production efficiency is high, install effectively, met people's user demand.
In order to solve the existing problem of background technology, the utility model is by the following technical solutions: it is comprised of main imperial 1, the groove shockproof framework time dragon 2 of groove shockproof framework, the secondary dragon 3 of the first groove shockproof framework, the secondary dragon 4 of the second groove shockproof framework, suspension rod 5, mild steel tip elastic steel sheet joint 6; Arranged in a crossed manner between main imperial 1, the groove shockproof framework time dragon 2 of groove shockproof framework, the secondary dragon 3 of the first groove shockproof framework and the second groove shockproof framework secondary imperial 4, form well subtype supporting structure, and main imperial 1, the groove shockproof framework time dragon 2 of groove shockproof framework, the secondary dragon 3 of the first groove shockproof framework are all connected with suspension rod 5 with the end of the secondary dragon 4 of the second groove shockproof framework, between main imperial 1, the groove shockproof framework time dragon 2 of groove shockproof framework, the first groove shockproof framework secondary imperial 3 and the second groove shockproof framework pair imperial 4, by several mild steel tip elastic steel sheet joints 6, be fixedly connected with.
On main imperial 1, the groove shockproof framework time dragon 2 of described groove shockproof framework, the secondary dragon 3 of the first groove shockproof framework and the secondary dragon 4 of the second groove shockproof framework, be provided with groove shockproof framework reinforcement point 7, increased the intensity of keel.
The secondary dragon 3 of described the first groove shockproof framework is provided with salient point with one end of the secondary dragon 4 of the second groove shockproof framework, is mainly used in fastening groove shockproof framework main imperial 1, reinforce stabilization, during dismounting as long as two keel heads are upwards carried, mutually under can open.
In the utility model, the code that hangs of keel adopts spring structure, can carry out as required the adjustment of height, and telescopicing performance is good.
The utility model reasonable in design, simple to operate, easy for installation, in the time of can effectively preventing that earthquake is unexpected, keel come off and cause ceiling to drop hurting sb.'s feelings, and security and stability is high, adopts the keel section of particular design, realize continuous roll extrusion, production efficiency is high, installs effectively, has met people's user demand.
Accompanying drawing explanation:
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the syndeton schematic diagram of the main dragon of the utility model further groove shockproof framework and the secondary dragon of groove shockproof framework;
Fig. 3 is the secondary dragon of the utility model further groove shockproof framework and the inferior imperial syndeton schematic diagram of groove shockproof framework;
Fig. 4 is the structural representation of the utility model further groove shockproof framework time dragon;
Fig. 5 is the top view of Fig. 4;
Fig. 6 is the perspective view of the utility model further groove shockproof framework time dragon;
Fig. 7 is the structural representation of the secondary dragon of the utility model further groove shockproof framework;
Fig. 8 is the top view of Fig. 7;
Fig. 9 is the perspective view of the secondary dragon of the utility model further groove shockproof framework;
Figure 10 is the structural representation of the main dragon of the utility model further groove shockproof framework;
Figure 11 is the top view of Figure 10;
Figure 12 is the perspective view of the main dragon of the utility model further groove shockproof framework.
The specific embodiment:
With reference to Fig. 1-Figure 12, this specific embodiment by the following technical solutions: it is comprised of main imperial 1, the groove shockproof framework time dragon 2 of groove shockproof framework, the secondary dragon 3 of the first groove shockproof framework, the secondary dragon 4 of the second groove shockproof framework, suspension rod 5, mild steel tip elastic steel sheet joint 6; Arranged in a crossed manner between main imperial 1, the groove shockproof framework time dragon 2 of groove shockproof framework, the secondary dragon 3 of the first groove shockproof framework and the second groove shockproof framework secondary imperial 4, form well subtype supporting structure, and main imperial 1, the groove shockproof framework time dragon 2 of groove shockproof framework, the secondary dragon 3 of the first groove shockproof framework are all connected with suspension rod 5 with the end of the secondary dragon 4 of the second groove shockproof framework, between main imperial 1, the groove shockproof framework time dragon 2 of groove shockproof framework, the first groove shockproof framework secondary imperial 3 and the second groove shockproof framework pair imperial 4, by several mild steel tip elastic steel sheet joints 6, be fixedly connected with.
On main imperial 1, the groove shockproof framework time dragon 2 of described groove shockproof framework, the secondary dragon 3 of the first groove shockproof framework and the secondary dragon 4 of the second groove shockproof framework, be provided with groove shockproof framework reinforcement point 7, increased the intensity of keel.
The secondary dragon 3 of described the first groove shockproof framework is provided with salient point with one end of the secondary dragon 4 of the second groove shockproof framework, is mainly used in fastening groove shockproof framework main imperial 1, reinforce stabilization, during dismounting as long as two keel heads are upwards carried, mutually under can open.
In this specific embodiment, the code that hangs of keel adopts spring structure, can carry out as required the adjustment of height, and telescopicing performance is good.
This specific embodiment reasonable in design, simple to operate, easy for installation, in the time of can effectively preventing that earthquake is unexpected, keel come off and cause ceiling to drop hurting sb.'s feelings, and security and stability is high, adopts the keel section of particular design, realize continuous roll extrusion, production efficiency is high, installs effectively, has met people's user demand.
Claims (3)
1. a groove shockproof cage construction, is characterized in that it is comprised of the main dragon of groove shockproof framework (1), groove shockproof framework time dragon (2), the secondary dragon of the first groove shockproof framework (3), the secondary dragon of the second groove shockproof framework (4), suspension rod (5), mild steel tip elastic steel sheet joint (6), the main dragon of groove shockproof framework (1), groove shockproof framework time dragon (2), arranged in a crossed manner between the secondary dragon of the secondary dragon of the first groove shockproof framework (3) and the second groove shockproof framework (4), form well subtype supporting structure, and the main dragon of groove shockproof framework (1), groove shockproof framework time dragon (2), the secondary dragon of the first groove shockproof framework (3) is all connected with suspension rod (5) with the end of the secondary dragon of the second groove shockproof framework (4), the main dragon of groove shockproof framework (1), groove shockproof framework time dragon (2), between the secondary dragon of the secondary dragon of the first groove shockproof framework (3) and the second groove shockproof framework (4), by several mild steel tip elastic steel sheet joints (6), be fixedly connected with.
2. a kind of groove shockproof cage construction according to claim 1, is characterized in that being provided with groove shockproof framework reinforcement point (7) on the described main dragon of groove shockproof framework (1), groove shockproof framework time dragon (2), the secondary dragon of the first groove shockproof framework (3) and the secondary dragon of the second groove shockproof framework (4).
3. a kind of groove shockproof cage construction according to claim 1, is characterized in that the described secondary dragon of the first groove shockproof framework (3) and one end of the secondary dragon of the second groove shockproof framework (4) are provided with salient point.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320644413.4U CN203569772U (en) | 2013-10-18 | 2013-10-18 | Groove quakeproof type skeleton structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320644413.4U CN203569772U (en) | 2013-10-18 | 2013-10-18 | Groove quakeproof type skeleton structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203569772U true CN203569772U (en) | 2014-04-30 |
Family
ID=50537509
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320644413.4U Expired - Lifetime CN203569772U (en) | 2013-10-18 | 2013-10-18 | Groove quakeproof type skeleton structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203569772U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112302205A (en) * | 2020-11-16 | 2021-02-02 | 深圳大学 | Self-resetting and repairable energy consumption shear wall |
-
2013
- 2013-10-18 CN CN201320644413.4U patent/CN203569772U/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112302205A (en) * | 2020-11-16 | 2021-02-02 | 深圳大学 | Self-resetting and repairable energy consumption shear wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140430 |
|
| CX01 | Expiry of patent term |