CN203742056U - Environment-friendly earthquake resistant wall - Google Patents
Environment-friendly earthquake resistant wall Download PDFInfo
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- CN203742056U CN203742056U CN201320868950.7U CN201320868950U CN203742056U CN 203742056 U CN203742056 U CN 203742056U CN 201320868950 U CN201320868950 U CN 201320868950U CN 203742056 U CN203742056 U CN 203742056U
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- tenon
- brick body
- brick
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- earthquake resistant
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Abstract
The utility model provides an environment-friendly earthquake resistant wall, for solving the problem that an existing house wall has no earthquake resistance. The environment-friendly earthquake resistant wall is mainly composed of reinforcing steel bars and a plurality of laminated earthquake resistant bricks, wherein each earthquake resistant brick is mainly composed of a left brick body, a right brick body and a tenon brick body clamped between the left brick body and the right brick body; the upper side face of the tenon brick body protrudes relatively to form an upper tenon; the lower side face of the tenon brick body sinks inwards relatively to form a lower groove capable of being embedded with the upper tenon, and the depth of the lower groove is larger than the protrusion height of the upper tenon; the left side face of the tenon brick body protrudes relatively to form a left tenon; the right side face of the tenon brick body sinks inward relatively to form a right groove capable of being embedded with the left tenon; two penetrating holes respectively penetrating through the upper side face and the lower side face of the tenon brick body are respectively formed in the front end part and the rear end part of the tenon brick body; the penetrating holes in the front end parts of the layers of earthquake resistant bricks are communicated with the penetrating holes in the rear end parts of the upper and lower adjacent earthquake resistant bricks; the reinforcing steel bars comprises longitudinal reinforcing steel bars, and the longitudinal reinforcing steel bars penetrate through the mutually communicated penetrating holes.
Description
Technical field
The utility model relates to a kind of wall, particularly a kind of environmental protection seismic structural wall, earthquake resistant wall.
Background technology
The buildings such as existing house, its body of wall is many passes through cement by the smooth fragment of brick in some four sides, the bonding block cities such as lime mortar, between each brick of this body of wall, can not effectively be interlocked, if body of wall shock resistance, if run into brick when cannot be effective bonding, body of wall runs into some smaller tremors and just easily ftractures, make house become dilapidated house, therefore traditional body of wall cannot antidetonation, especially can not resist the transverse judder waveform seismic wave being caused by earthquake, statistics shows in earthquake that it is the main cause causing casualties that body of wall collapses, therefore, the shock strength of the body of wall that raising is comprised of brick is current problem in the urgent need to address.
Utility model content
The utility model proposes a kind of environmental protection seismic structural wall, earthquake resistant wall, solve existing house wall cannot antidetonation etc. problem.
The technical solution of the utility model is achieved in that
An environmental protection seismic structural wall, earthquake resistant wall, is mainly comprised of reinforcing bar and stacked several anti-seismic bricks of being made by environment-friendly materials, described anti-seismic brick mainly by left brick body, right brick body and be located in left brick body and right brick body between tenon brick body form; The upper side of described tenon brick body relatively protrudes and forms a upper convex tenon; The relative indent of the downside of described tenon brick body form one can with the low groove of described upper convex tenon tabling, and the groove depth of low groove is greater than the height that upper convex tenon protrudes; The left surface of described tenon brick body relatively protrudes and forms a left tenon; The relative indent of the right flank of described tenon brick body form one can with the right groove of described left tenon tabling; The leading section of described tenon brick body and rearward end are provided with respectively and run through wearing of its upper side and downside and close hole; The wearing of each layer of anti-seismic brick leading section closed wearing of the neighbouring anti-seismic brick rearward end of Kong Yuqi and closed hole and connect; Described reinforcing bar comprises longitudinal reinforcement, and described longitudinal reinforcement closes hole through respectively wearing of mutually connecting.
Further, described reinforcing bar also comprises transverse reinforcement, and described transverse reinforcement is through the gap between the tenon brick body of neighbouring two-layer anti-seismic brick.
Further, described in, wear between the tenon brick body that closes hole and neighbouring two-layer anti-seismic brick and be all filled with concrete.Known by above description, the utility model compared with prior art, the utlity model has following advantage:
1, environmental protection seismic structural wall, earthquake resistant wall of the present utility model, its two neighbouring bricks are mutually chimeric by upper convex tenon and low groove, adjacent two bricks in left and right are mutually chimeric by left tenon and right groove, make to interlock between each brick of body of wall, then by reinforcing bar by wearing of respectively running through close hole wear close fixing, and adjacent two layers anti-seismic brick mutual dislocation, reinforcing bar is worn with back wall and can be more firmly linked to be integral body, it is high that whole seismic structural wall, earthquake resistant wall has intensity, shock-resistant, effectively the advantage such as antidetonation.
2, environmental protection seismic structural wall, earthquake resistant wall of the present utility model can not used concrete conglutination, and body of wall still can synthesize integral body, can integral moving move, and can be used for building emergent and temporary building, and the anti-seismic brick that forms body of wall can Reusability.
Accompanying drawing explanation
In order to be illustrated more clearly in the utility model embodiment or technical scheme of the prior art, to the accompanying drawing of required use in embodiment or description of the Prior Art be briefly described below, apparently, accompanying drawing in the following describes is only embodiment more of the present utility model, for those of ordinary skills, do not paying under the prerequisite of creative work, can also obtain according to these accompanying drawings other accompanying drawing.
Fig. 1 is structural representation of the present utility model;
Fig. 2 is anti-seismic brick structural representation of the present utility model;
Fig. 3 be in Fig. 2 A to the broken section structural representation of face;
The specific embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is clearly and completely described, obviously, described embodiment is only the utility model part embodiment, rather than whole embodiment.Embodiment based in the utility model, those of ordinary skills are not making the every other embodiment obtaining under creative work prerequisite, all belong to the scope of the utility model protection.
With reference to Fig. 1-Fig. 3, an environmental protection seismic structural wall, earthquake resistant wall, is mainly comprised of reinforcing bar 2 and stacked several anti-seismic bricks of being made by environment-friendly materials 1, and described environment-friendly materials are mainly building waste, mine tailings the like waste, by recycling, reach the object of environmental protection and resource reutilization.Described anti-seismic brick 1 mainly by left brick body 11, right brick body 12 and be located in left brick body 11 and right brick body 12 between tenon brick body 13 form; The upper side of described left brick body 11, downside, left surface, right flank are corresponding is respectively positioned at same plane with upper side, downside, left surface, the right flank of described right brick body 12.
The relatively described left brick body 11 of upper side of described tenon brick body 13 and the upper side of right brick body 12 protrude and form a upper convex tenon 132; The downside of described tenon brick body 13 with respect to the downside indent of described left brick body 11 and right brick body 12 form one can with the low groove 133 of described upper convex tenon 132 tablings, and the groove depth of low groove 133 is greater than the height that upper convex tenon 132 protrudes; Make like this to leave gap between the tenon brick body of two anti-seismic bricks being superimposed up and down, this gap can be used for interting reinforcing bar, also can allow concrete circulation, makes body of wall in conjunction with more firm.The left surface of described tenon brick body 13 protrudes a left tenon 134 of formation with respect to the left surface of described left brick body 11 and right brick body 12; The right flank of described tenon brick body 13 with respect to the right flank indent of described left brick body 11 and right brick body 12 form one can with the right groove of described left tenon 134 tablings.
The leading section of described tenon brick body 13 and rearward end are provided with respectively and run through wearing of its upper side and downside and close hole 131; The wearing of each layer of anti-seismic brick 1 leading section closed wearing of hole 131 anti-seismic brick neighbouring with it 1 rearward end and closed hole 131 and connect; Described reinforcing bar 2 comprises longitudinal reinforcement 21 and transverse reinforcement 22, and described longitudinal reinforcement 21 closes hole 131 through wearing of mutually connecting.Described transverse reinforcement 22 is through the gap between the tenon brick body 13 of neighbouring two-layer anti-seismic brick 1.
In order further to improve antidetonation body of wall, body of wall is formed firmly whole, described in wear between the tenon brick body 13 that closes hole 131 and neighbouring two-layer anti-seismic brick 1 and be all filled with concrete.When being built into seismic structural wall, earthquake resistant wall, first with anti-seismic brick composite assembly, become complete antidetonation body of wall, then intert longitudinal reinforcement and transverse reinforcement, recycling High Pressure Reinforced Concrete pump line is filled into concrete from top to bottom to wear and closes in hole 131, concrete is passed to the gap along wearing between the tenon brick body that closes hole and neighbouring two-layer anti-seismic brick in every anti-seismic brick, make antidetonation body of wall water moulding just as one, shock resistance is high.
The foregoing is only preferred embodiment of the present utility model; not in order to limit the utility model; all within spirit of the present utility model and principle, any modification of doing, be equal to replacement, improvement etc., within all should being included in protection domain of the present utility model.
Claims (3)
1. an environmental protection seismic structural wall, earthquake resistant wall, is mainly comprised of reinforcing bar and stacked several anti-seismic bricks of being made by environment-friendly materials, it is characterized in that: described anti-seismic brick mainly by left brick body, right brick body and be located in left brick body and right brick body between tenon brick body form;
The upper side of described tenon brick body relatively protrudes and forms a upper convex tenon; The relative indent of the downside of described tenon brick body form one can with the low groove of described upper convex tenon tabling, and the groove depth of low groove is greater than the height that upper convex tenon protrudes;
The left surface of described tenon brick body relatively protrudes and forms a left tenon; The relative indent of the right flank of described tenon brick body form one can with the right groove of described left tenon tabling;
The leading section of described tenon brick body and rearward end are provided with respectively and run through wearing of its upper side and downside and close hole; The wearing of each layer of anti-seismic brick leading section closed wearing of the neighbouring anti-seismic brick rearward end of Kong Yuqi and closed hole and connect; Described reinforcing bar comprises longitudinal reinforcement, and described longitudinal reinforcement closes hole through respectively wearing of mutually connecting.
2. a kind of environmental protection seismic structural wall, earthquake resistant wall as claimed in claim 1, is characterized in that: described reinforcing bar also comprises transverse reinforcement, and described transverse reinforcement is through the gap between the tenon brick body of neighbouring two-layer anti-seismic brick.
3. a kind of environmental protection seismic structural wall, earthquake resistant wall as claimed in claim 1 or 2, is characterized in that: described in wear between the tenon brick body that closes hole and neighbouring two-layer anti-seismic brick and be all filled with concrete.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201320868950.7U CN203742056U (en) | 2013-12-26 | 2013-12-26 | Environment-friendly earthquake resistant wall |
Applications Claiming Priority (1)
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CN201320868950.7U CN203742056U (en) | 2013-12-26 | 2013-12-26 | Environment-friendly earthquake resistant wall |
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CN203742056U true CN203742056U (en) | 2014-07-30 |
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CN201320868950.7U Expired - Fee Related CN203742056U (en) | 2013-12-26 | 2013-12-26 | Environment-friendly earthquake resistant wall |
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Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105756226A (en) * | 2016-03-11 | 2016-07-13 | 江阴市建筑设计研究院有限公司 | Complex brick structure wall construction method applied to public space |
CN108035600A (en) * | 2018-01-26 | 2018-05-15 | 福建泉州万通工业设计有限公司 | A kind of high building structure of seismic behavior |
CN110284621A (en) * | 2019-04-12 | 2019-09-27 | 深圳全景空间工业有限公司 | A kind of brick wall |
CN110284622A (en) * | 2019-04-12 | 2019-09-27 | 深圳全景空间工业有限公司 | A kind of brick wall |
CN110306716A (en) * | 2019-04-12 | 2019-10-08 | 深圳全景空间工业有限公司 | A kind of brick and brick wall for assembled-type house |
CN110306685A (en) * | 2019-04-12 | 2019-10-08 | 深圳全景空间工业有限公司 | A kind of brick wall |
CN110306715A (en) * | 2019-04-12 | 2019-10-08 | 深圳全景空间工业有限公司 | A kind of brick wall |
CN112627427A (en) * | 2020-12-08 | 2021-04-09 | 邵阳县黄土坝环保建材有限公司 | Anti-seismic environment-friendly brick with good stability |
-
2013
- 2013-12-26 CN CN201320868950.7U patent/CN203742056U/en not_active Expired - Fee Related
Cited By (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105756226A (en) * | 2016-03-11 | 2016-07-13 | 江阴市建筑设计研究院有限公司 | Complex brick structure wall construction method applied to public space |
CN105756226B (en) * | 2016-03-11 | 2018-06-05 | 江苏中锐华东建筑设计研究院有限公司 | Suitable for the complicated brick structure wall structure method of public space |
CN108035600A (en) * | 2018-01-26 | 2018-05-15 | 福建泉州万通工业设计有限公司 | A kind of high building structure of seismic behavior |
CN110284621A (en) * | 2019-04-12 | 2019-09-27 | 深圳全景空间工业有限公司 | A kind of brick wall |
CN110284622A (en) * | 2019-04-12 | 2019-09-27 | 深圳全景空间工业有限公司 | A kind of brick wall |
CN110306716A (en) * | 2019-04-12 | 2019-10-08 | 深圳全景空间工业有限公司 | A kind of brick and brick wall for assembled-type house |
CN110306685A (en) * | 2019-04-12 | 2019-10-08 | 深圳全景空间工业有限公司 | A kind of brick wall |
CN110306715A (en) * | 2019-04-12 | 2019-10-08 | 深圳全景空间工业有限公司 | A kind of brick wall |
CN110284622B (en) * | 2019-04-12 | 2024-05-31 | 深圳全景空间工业有限公司 | Brick wall |
CN110306685B (en) * | 2019-04-12 | 2024-06-07 | 深圳全景空间工业有限公司 | Brick wall |
CN112627427A (en) * | 2020-12-08 | 2021-04-09 | 邵阳县黄土坝环保建材有限公司 | Anti-seismic environment-friendly brick with good stability |
CN112627427B (en) * | 2020-12-08 | 2023-09-29 | 邵阳县黄土坝环保建材有限公司 | Anti-seismic environment-friendly brick with good stability |
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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 | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140730 Termination date: 20161226 |