CN204531042U - A kind of Windproof anti-seismic building structure - Google Patents
A kind of Windproof anti-seismic building structure Download PDFInfo
- Publication number
- CN204531042U CN204531042U CN201520021529.1U CN201520021529U CN204531042U CN 204531042 U CN204531042 U CN 204531042U CN 201520021529 U CN201520021529 U CN 201520021529U CN 204531042 U CN204531042 U CN 204531042U
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- foundation structure
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- groove
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Abstract
The utility model discloses a kind of Windproof anti-seismic building structure, comprise wall, foundation structure, pneumatic roof structure and damper, the groove matched with building structure wall-shaped size is provided with in described foundation structure, wall bottom is arranged in groove, be provided with space between the inner surface that wall surfaces externally and internally is relative with groove, be filled with in space and prevent external pressure from acting directly on isolated material on wall; Be provided with vertical stratification nail in wall, described vertical stratification nail is through foundation structure, and the space between outside point of foundation structure groove is provided with elastomeric layer, is convenient to the relative movement between vertical stratification nail and foundation structure.The utility model structure is simple, and cost is low, effectively weakens transverse direction that earthquake or typhoon produce and topples power and pulling capacity to the effect of building structure, adopt pneumatic roof structure simultaneously, effectively reduce the active force of typhoon to building structure; Vertical wall section part is set in wall, increases the structural strength of building structure entirety.
Description
Technical field
The utility model relates to building structure, is specifically related to Windproof anti-seismic structure.
Background technology
Usually large-scale building structure is equipped with the structure of good Windproof anti-seismic, but the construction difficulty of construction of these Windproof anti-seismic structures is large, and cost is high; And common Windproof anti-seismic building structure, the active force that after effectively can not resisting typhoon, earthquake produces.
Utility model content
For the problems referred to above, it is low that problem to be solved in the utility model is to provide a kind of cost, the building structure that Windproof anti-seismic is effective.
For solving the problems of the technologies described above, the technical solution adopted in the utility model is, a kind of Windproof anti-seismic building structure, comprise circle or oval wall, pneumatic roof structure, foundation structure and damper, the groove matched with building structure wall-shaped size is provided with in foundation structure, wall bottom is arranged in groove, space is provided with between the inner surface that wall surfaces externally and internally is relative with groove, be filled with in space and prevent external pressure from acting directly on isolated material on wall, the active force contributing to preventing foundation structure to be subject to is transferred in wall; Described damper is positioned at below foundation structure; Vertical stratification nail is provided with in wall, described vertical stratification nail is through foundation structure, and the space between foundation structure is provided with elastomeric layer, described elastomeric layer ensure that vertical stratification nail is not directly connected with foundation structure, but can be fixed in foundation structure, when earthquake occurs, can there is relative movement with between foundation structure in vertical stratification nail.
As preferably, the end of the inverted T shape of described vertical stratification nail is arranged in damper; Described wall comprises multistage vertical wall section part, and described vertical stratification nail is between adjacent vertical wall section part.
As preferably, described vertical wall section part is formed by composite block, and described composite block, between two adjacent vertical structures nails, is provided with glued layer between neighbouring composite block; Be provided with horizontal reinforcing muscle and strengthening vertical muscle in composite block, horizontal reinforcing muscle and vertical stratification are provided with part of clamping between following closely, further fixing composite material block and vertical stratification nail.
As preferably, the upper end of the strengthening vertical muscle end of top composite block and the strengthening vertical muscle of below composite block matches, and is convenient to the connection of neighbouring composite block.
As preferably, described building structure is provided with window and door; Described pneumatic roof structure is fixed on the upper end of vertical stratification nail by special bracing or strutting arrangement.
As preferably, described composite block is complex coagulation soil block or composite fibre block.
As preferably, described vertical stratification nail is vertical support column, vertical support bar or vertical support bolt.
The utility model beneficial effect, the utility model structure is simple, cost is low, adopt below foundation structure and damper and vertical stratification nail are set, utilize the cushioning effect of damper, the relative movability between vertical stratification nail and foundation structure, ensure that when there is earthquake or typhoon, effectively weaken transverse direction that earthquake or typhoon produce and topple power and pulling capacity to the effect of building structure, adopt pneumatic roof structure simultaneously, effectively reduce the active force of typhoon to building structure; Vertical wall section part is set in wall, increases the structural strength of building structure entirety.
Accompanying drawing explanation
Fig. 1 is the utility model structural representation
Wherein, building structure 10, wall 12, vertical wall section part 13, vertical support column 14, damper 16, foundation structure 20, groove 22, complex coagulation soil block 24, horizontal reinforcing muscle 26, strengthening vertical muscle 28, pneumatic roof structure 34, window 36, door 38
Fig. 2 is the utility model part-structure enlarged diagram
Wherein, wall 12, vertical support column 14, damper 16, elastomeric layer 18, foundation structure 20, groove 22, complex coagulation soil block 24, horizontal reinforcing muscle 26, glued layer 30
Fig. 3 is the utility model complex coagulation soil clods schematic cross-section
Wherein, vertical wall section part 13, vertical support column 14 complex coagulation soil block 24, horizontal reinforcing muscle 26, strengthening vertical muscle 28, glued layer 30, part 32 of clamping
Detailed description of the invention
By reference to the accompanying drawings, the utility model structure is described further.
A kind of Windproof anti-seismic building structure, building structure 10 comprises circular wall 12, pneumatic roof structure 34, foundation structure 20 and damper 16, the groove 22 matched with wall 12 lower shape size is provided with in described foundation structure 20, wall 12 bottom is fixed in groove 22, space is provided with between the inner surface that wall 12 bottom surfaces externally and internally is relative with groove 22, described fill gaps has and prevents external pressure from acting directly on isolated material on wall 12, and the active force contributing to preventing foundation structure to be subject to directly is transferred in wall 12; Described damper 16 is positioned at below foundation structure 20; Vertical support column 14 is provided with in wall 12, vertical support column 14 passes from foundation structure 20, elastomeric layer 18 is provided with between part outside vertical support column 14 and foundation structure 20 groove 22, vertical support column 14 is prevented directly to be connected with foundation structure 20, be convenient to the relative movement of vertical support column 14 and foundation structure 20, but do not affect vertical support column 14 and be fixed in foundation structure 20.
Further, the inverted T shape end of described vertical support column 14 is arranged in damper 16.
Further, described wall 12 comprises multistage vertical wall section part 13, and described vertical support column 14 is between neighboring vertical wall section part 13.
Further, described vertical wall section part 13 is formed by complex coagulation soil block 24, is provided with glued layer 30 between neighbouring complex coagulation soil block 24, is inside provided with horizontal reinforcing muscle 26 and strengthening vertical muscle 28; Be provided with part 32 of clamping between horizontal reinforcing muscle 26 and vertical support column 14, reinforce the connection between vertical wall section part 13 and vertical support column 14 further.
Further, the upper end of strengthening vertical muscle 28 end of top complex coagulation soil block 24 and the strengthening vertical muscle 28 of below complex coagulation soil block 24 matches, and is convenient to the connection of neighbouring complex coagulation soil block 24.
Further, described pneumatic roof structure 34 is fixed on the upper end of vertical stratification nail 14 by special bracing or strutting arrangement.
Further, described building structure 10 is provided with window 36 and door 38.
Claims (2)
1. a Windproof anti-seismic building structure, comprise circle or oval wall and foundation structure, it is characterized in that: also comprise pneumatic roof structure and damper, the groove matched with building structure wall-shaped size is provided with in described foundation structure, wall bottom is arranged in groove, be provided with space between the inner surface that wall surfaces externally and internally is relative with groove, be filled with in space and prevent external pressure from acting directly on isolated material on wall; Described damper is positioned at below foundation structure; Be provided with vertical stratification nail in wall, described vertical stratification nail is through foundation structure, and the space between outside point of foundation structure groove is provided with elastomeric layer; The end of the inverted T shape of described vertical stratification nail is arranged in damper; Described wall comprises multistage vertical wall section part, and described vertical stratification nail is between adjacent vertical wall section part.
2. a kind of Windproof anti-seismic building structure according to claim 1, it is characterized in that: described vertical wall section part is formed by composite block, described composite block, between two adjacent vertical structures nails, is provided with glued layer between neighbouring composite block; Be provided with horizontal reinforcing muscle and strengthening vertical muscle in composite block, horizontal reinforcing muscle and vertical stratification are provided with part of clamping between following closely.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520021529.1U CN204531042U (en) | 2015-01-13 | 2015-01-13 | A kind of Windproof anti-seismic building structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520021529.1U CN204531042U (en) | 2015-01-13 | 2015-01-13 | A kind of Windproof anti-seismic building structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204531042U true CN204531042U (en) | 2015-08-05 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520021529.1U Expired - Fee Related CN204531042U (en) | 2015-01-13 | 2015-01-13 | A kind of Windproof anti-seismic building structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204531042U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106245969A (en) * | 2016-07-21 | 2016-12-21 | 李洪涛 | A kind of green energy conservation earthquake-resistant building structure |
-
2015
- 2015-01-13 CN CN201520021529.1U patent/CN204531042U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106245969A (en) * | 2016-07-21 | 2016-12-21 | 李洪涛 | A kind of green energy conservation earthquake-resistant building structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150805 Termination date: 20160113 |