CN204715571U - A kind of high residential building energy-dissipating and shock-absorbing wall - Google Patents
A kind of high residential building energy-dissipating and shock-absorbing wall Download PDFInfo
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- CN204715571U CN204715571U CN201520380602.4U CN201520380602U CN204715571U CN 204715571 U CN204715571 U CN 204715571U CN 201520380602 U CN201520380602 U CN 201520380602U CN 204715571 U CN204715571 U CN 204715571U
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Abstract
The utility model discloses a kind of high residential building energy-dissipating and shock-absorbing wall, comprise lower floor's floor beam and upper floor beam, lower floor's floor beam is provided with lower energy dissipating wall, upper floor beam is provided with energy dissipating wall, built-in fitting is embedded with within the walls at lower energy dissipating wall and upper energy dissipating, be provided with between lower energy dissipating wall and upper energy dissipating wall can with lower energy dissipating wall and the upper energy dissipating energy dissipating key that is connected of built-in fitting within the walls, the utility model not only increases the seismic fortification intensity of Super high-rise dwelling house building, ensure that building does not fall and the safety of personnel under violent earthquake effect, but also effectively protect building structure and interior decoration, improve the quake-resistant safety level of building in design life, building is made to drop to minimum in the loss in large earthquake centre.
Description
Technical field
The utility model patent relates to a kind of high residential building energy-dissipating and shock-absorbing wall, belongs to construction engineering technical field.
Background technology
Since 2000, the world there occurs as number violent earthquake frequently, the test again and again of mankind's experience, construction quality is the key that disaster carrys out the living or death of interim decider's body property, and earthquake obtains social growing interest to the impact of house, the anti-seismic performance of building products.Energy-dissipating and shock-absorbing technology, appear in the visual field of architect with a kind of image having more innovation, since innovation, this technology is widely used in public building, as hospital, school, museum, sports palace etc., but energy-dissipating and shock-absorbing technology at home house rarely has use, so the anti-seismic technology of existing Super high-rise dwelling house is still perfect not.
Utility model content
The purpose of this utility model is: provide the seismic fortification intensity that a kind of structure is simple, can improve Super high-rise dwelling house building; a kind of high residential building energy-dissipating and shock-absorbing wall that significantly damage of agent structure not in macroseism of architecture protection, to overcome the deficiencies in the prior art.
The utility model is achieved in that a kind of high residential building energy-dissipating and shock-absorbing wall, comprise lower floor's floor beam and upper floor beam, lower floor's floor beam is provided with lower energy dissipating wall, upper floor beam is provided with energy dissipating wall, be embedded with built-in fitting within the walls in lower energy dissipating wall and upper energy dissipating, be provided with between lower energy dissipating wall and upper energy dissipating wall can with lower energy dissipating wall and the upper energy dissipating energy dissipating key that is connected of built-in fitting within the walls.
Described energy dissipating key is connected to form by web and wing plate, and wing plate is upper and lower two pieces, between upper and lower two blocks of wing plates, be provided with web.
Described built-in fitting connects to form by connecting channel-section steel, dowel, peg and shear key, the dowel that 6 ~ 12 energy are connected with upper energy dissipating wall with lower energy dissipating wall is provided with at the top connecting channel-section steel, the both sides connecting channel-section steel are provided with the peg that can be connected with upper energy dissipating wall with lower energy dissipating wall, the top connecting channel-section steel is provided with the shear key that can be connected with upper energy dissipating wall with lower energy dissipating wall.
Energy dissipating key is connected with built-in fitting by high-strength bolt.
Owing to have employed technique scheme; compared with prior art; the utility model not only increases the seismic fortification intensity of Super high-rise dwelling house building; ensure that building does not fall and the safety of personnel under violent earthquake effect; but also effectively protect building structure and interior decoration; improve the quake-resistant safety level of building in design life, make building drop to minimum in the loss in large earthquake centre.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the structural representation of energy dissipating key;
Fig. 3 is the structural representation of the wing plate of energy dissipating key;
Fig. 4 is the structural representation of energy dissipating key and built-in fitting;
Description of reference numerals 1-lower floor floor beam, 2-upper floor beam, energy dissipating wall under 3-, the upper energy dissipating wall of 4-, 5-energy dissipating key, 6-built-in fitting, 7-web, 8-wing plate, 9-bolt hole, 10-built-in fitting connects channel-section steel, 11-built-in fitting dowel, 12-built-in fitting peg, 13-built-in fitting shear key, 14-high-strength bolt, 15-pad.
Detailed description of the invention
Below in conjunction with drawings and Examples, the utility model is described in further detail, but not as to restriction of the present utility model.
Embodiment of the present utility model: a kind of method of high residential building energy-dissipating and shock-absorbing wall shock-damping energy-dissipating, first energy dissipating wall under making on lower floor's floor beam of high residential building, upper floor beam makes energy dissipating wall, lower energy dissipating wall and upper energy dissipating within the walls pre-plugged have built-in fitting, be manufactured with between lower energy dissipating wall and upper energy dissipating wall can with lower energy dissipating built-in fitting and the upper energy dissipating energy dissipating key that is connected of built-in fitting within the walls within the walls, when earthquake occurs, the energy that earthquake produces by upper energy dissipating wall and lower energy dissipating wall is passed to energy dissipating key immediately, energy dissipating key is made to enter yield situation rapidly, and the seismic energy that effectively dissipates in hysteresis, greatly alleviate the reaction of agent structure under geological process.
Described energy dissipating key material adopts the BLY160 steel with high ductility, being combined, having excellent hysteretic energy performance with adopting the auxiliary material of Q345B steel by precision.
Described built-in fitting adopts the manufacture of Q345B steel to form, can combine with lower energy dissipating wall and upper energy dissipating wall securely, guarantee normally seismic energy to be passed to energy dissipating key under geological process, can not destroy in advance before energy dissipating key reaches surrender completely, affect the energy-dissipating and shock-absorbing effect of energy dissipating wall.
A kind of high residential building energy-dissipating and shock-absorbing wall, comprise lower floor's floor beam 1 and upper floor beam 2, lower floor's floor beam 1 is provided with lower energy dissipating wall 3, upper floor beam 2 is provided with energy dissipating wall 4, in lower energy dissipating wall 3 and upper energy dissipating wall 4, be embedded with built-in fitting 6, between lower energy dissipating wall 3 and upper energy dissipating wall 4, be provided with the energy dissipating key 5 that can be connected with built-in fitting 6 in upper energy dissipating wall 4 with lower energy dissipating wall 3.
Described energy dissipating key 5 is connected to form by web 7 and wing plate 8, and wing plate 8 is upper and lower two pieces, between upper and lower two blocks of wing plates 8, be provided with web 7.
Described built-in fitting 6 is connected to form by connection channel-section steel 10, dowel 11, peg 12 and shear key 13, the dowel 11 that 6 ~ 12 energy are connected with upper energy dissipating wall 4 with lower energy dissipating wall 3 is provided with at the top connecting channel-section steel 10, the both sides connecting channel-section steel 10 are provided with the peg 12 that can be connected with upper energy dissipating wall 4 with lower energy dissipating wall 3, the top connecting channel-section steel 10 is provided with the shear key 13 that can be connected with upper energy dissipating wall 4 with lower energy dissipating wall 3.
Energy dissipating key 5 is connected with built-in fitting 6 by high-strength bolt 14, high-strength bolt 14 is provided with pad 15.
The main thought of energy-dissipating and shock-absorbing technology of the present utility model the member designs such as the support in agent structure, shear wall is become dissipative member or at the node of works or junction installing damper, under wind or little shake effect, dissipative member or damper are in elastic stage; When under violent earthquake effect; dissipative member or damper rate are introduced into inelastic state, and make component produce larger damping, dissipate a large amount of seismic energies; thus making agent structure avoid entering obvious inelastic state, protection agent structure is not damaged significantly in macroseism.
Described high residential building energy-dissipating and shock-absorbing energy dissipating wall, embeds crucial dissipative cell in the shear wall of routine---and energy dissipating key structure forms.When earthquake occurs, the geological process of structure is passed to energy dissipating key by energy dissipating wall immediately, makes energy dissipating key enter yield situation rapidly, and the seismic energy that effectively dissipates in hysteresis, greatly alleviate the reaction of agent structure under geological process.During little shake, energy dissipating key still " need not be sacrificed " and oneself be saved building from damage; When shaking greatly, being embedded in energy dissipating key in body of wall and just keeping the safety of building by breaking of self.
Described energy dissipating key, its core material adopts the BLY160 steel with high ductility, combined by precision with auxiliary material (adopting Q345B steel), there is very excellent hysteretic energy performance, energy dissipating key is connected with built-in fitting by M22 high-strength bolt, to provide enough strength and stiffness, guarantee that dissipative member is under the external action of earthquake or wind load, keep normally working.
The built-in fitting told, Q345B steel are adopted to be formed by rational structure after accurate calculating, can combine with shear wall securely, guarantee normally seismic energy to be passed to energy dissipating key under geological process, can not destroy in advance before energy dissipating key reaches surrender completely, affect the energy-dissipating and shock-absorbing effect of energy dissipating wall.
Claims (4)
1. a high residential building energy-dissipating and shock-absorbing wall, comprise lower floor's floor beam (1) and upper floor beam (2), it is characterized in that: on lower floor's floor beam (1), be provided with lower energy dissipating wall (3), upper floor beam (2) is provided with upper energy dissipating wall (4), in lower energy dissipating wall (3) and upper energy dissipating wall (4), be embedded with built-in fitting (6), between lower energy dissipating wall (3) and upper energy dissipating wall (4), be provided with the energy dissipating key (5) that can be connected with built-in fitting (6) in upper energy dissipating wall (4) with lower energy dissipating wall (3).
2. high residential building energy-dissipating and shock-absorbing wall according to claim 1, is characterized in that: described energy dissipating key (5) is connected to form by web (7) and wing plate (8), and wing plate (8) is upper and lower two pieces, between upper and lower two pieces of wing plates (8), be provided with web (7).
3. high residential building energy-dissipating and shock-absorbing wall according to claim 1, it is characterized in that: described built-in fitting (6) is by connection channel-section steel (10), dowel (11), peg (12) and shear key (13) connect to form, the dowel (11) that 6 ~ 12 energy are connected with upper energy dissipating wall (4) with lower energy dissipating wall (3) is provided with at the top connecting channel-section steel (10), the both sides connecting channel-section steel (10) are provided with the peg (12) that can be connected with upper energy dissipating wall (4) with lower energy dissipating wall (3), the top connecting channel-section steel (10) is provided with the shear key (13) that can be connected with upper energy dissipating wall (4) with lower energy dissipating wall (3).
4. high residential building energy-dissipating and shock-absorbing wall according to claim 1, is characterized in that: energy dissipating key (5) is connected with built-in fitting (6) by high-strength bolt (14).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520380602.4U CN204715571U (en) | 2015-06-05 | 2015-06-05 | A kind of high residential building energy-dissipating and shock-absorbing wall |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520380602.4U CN204715571U (en) | 2015-06-05 | 2015-06-05 | A kind of high residential building energy-dissipating and shock-absorbing wall |
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| CN204715571U true CN204715571U (en) | 2015-10-21 |
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| CN201520380602.4U Expired - Fee Related CN204715571U (en) | 2015-06-05 | 2015-06-05 | A kind of high residential building energy-dissipating and shock-absorbing wall |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105442729A (en) * | 2015-11-24 | 2016-03-30 | 绍兴宝业西伟德混凝土预制件有限公司 | Superimposed shear wall with shear-resistant key grooves and construction and manufacture method thereof |
| CN105569209A (en) * | 2015-06-05 | 2016-05-11 | 中建四局第一建筑工程有限公司 | Method for damping and energy dissipation of high-rise housing energy dissipation wall, and device thereof |
| CN105672524A (en) * | 2016-04-05 | 2016-06-15 | 浙江建科减震科技有限公司 | No-initial stress adjustable damper embedded part and construction method thereof |
| CN105971147A (en) * | 2016-07-08 | 2016-09-28 | 中船第九设计研究院工程有限公司 | Prefabricated assembly type shear wall having damping function |
| CN108487496A (en) * | 2016-07-08 | 2018-09-04 | 张玉强 | Damping wall device and resilient element number of species determine method |
| CN109944356A (en) * | 2019-04-04 | 2019-06-28 | 河南绿建建筑科技有限公司 | Punched holes type steel concrete compound tube T-type node on channel steel |
-
2015
- 2015-06-05 CN CN201520380602.4U patent/CN204715571U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105569209A (en) * | 2015-06-05 | 2016-05-11 | 中建四局第一建筑工程有限公司 | Method for damping and energy dissipation of high-rise housing energy dissipation wall, and device thereof |
| CN105442729A (en) * | 2015-11-24 | 2016-03-30 | 绍兴宝业西伟德混凝土预制件有限公司 | Superimposed shear wall with shear-resistant key grooves and construction and manufacture method thereof |
| CN105672524A (en) * | 2016-04-05 | 2016-06-15 | 浙江建科减震科技有限公司 | No-initial stress adjustable damper embedded part and construction method thereof |
| CN105672524B (en) * | 2016-04-05 | 2018-06-26 | 浙江建科减震科技有限公司 | Construction method without primary stress adjustable type damper embedded part |
| CN105971147A (en) * | 2016-07-08 | 2016-09-28 | 中船第九设计研究院工程有限公司 | Prefabricated assembly type shear wall having damping function |
| CN108487496A (en) * | 2016-07-08 | 2018-09-04 | 张玉强 | Damping wall device and resilient element number of species determine method |
| CN108487496B (en) * | 2016-07-08 | 2019-11-26 | 江苏来德福汽车部件有限公司 | Damping wall device and resilient element number of species determine method |
| CN109944356A (en) * | 2019-04-04 | 2019-06-28 | 河南绿建建筑科技有限公司 | Punched holes type steel concrete compound tube T-type node on channel steel |
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| 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: 20151021 Termination date: 20210605 |
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| CF01 | Termination of patent right due to non-payment of annual fee |