CN101956437A - Low self-weight bionical bearing wall - Google Patents
Low self-weight bionical bearing wall Download PDFInfo
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- CN101956437A CN101956437A CN 201010295329 CN201010295329A CN101956437A CN 101956437 A CN101956437 A CN 101956437A CN 201010295329 CN201010295329 CN 201010295329 CN 201010295329 A CN201010295329 A CN 201010295329A CN 101956437 A CN101956437 A CN 101956437A
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Abstract
The invention provides a low self-weight bionical bearing wall. The wall comprises a fire-proof, heat-insulation and sound-absorption surface layer material on an outer layer, reinforcement cage prefabs inside the surface layer material, a plurality of light core materials inside the reinforcement cage prefabs and self-compaction concrete or mortar filled in the gaps among the reinforcement cage prefabs and the light core materials. The reinforcement cage prefabs comprise upper and lower netted frameworks parallel with the surface layer material and a longitudinal support framework which is vertical to the surface layer material and arranged between the netted frameworks; and the light core materials are arranged in the reinforcement cage prefabs. The bearing wall optimizes the traditional building structure by adopting a bionical structure; the surface layer material, the reinforcement cage prefabs, the light core materials and the filled self-compaction concrete in the wall structure can be respectively regarded as the skin, the channels, the marrows and the skeleton of the human body. The self-weight of the structure is reduced, thereby maximizing returns with minimum input. The use amount of the structural and basic steels can be saved.
Description
Technical field
The present invention relates to a kind of architectural structure system, particularly a kind ofly can form bionical marrow different spaces, difform low deadweight, muscle, bone, skin is gone along with sb. to guard him bearing wall.
Background technology
In this new century, natural calamity increases day by day, earthquake takes place frequently, all occurred the earthquake of bigger grade of earthquake intensity all over the world, brought very big loss for people's life, country has higher requirement to earthquake-resistant building, and present house all develops to high level because of the shortage of land resources, traditional form of structure has all increased a lot of inputs aspect antidetonation, its main mode is to increase shear wall thickness, increases bar diameter.That is to say to increase its weight, and seismic forces is directly proportional with deadweight to the destructive power of building, the havoc power more of conducting oneself with dignity is just strong more, so improving another road of shock resistance is to reduce its deadweight when not reducing bearing capacity, increase the structure construction measure, so not only improved shock resistance but also reduced input, and reduced cost, this is only optimum selection.
Summary of the invention
The wall structure that the present invention is directed to existing building improves the building aseismicity ability owing to conducting oneself with dignity by the increase body of wall, thereby, cause the bigger deficiency of body of wall destructive power in earthquake disaster, a kind of novel bearing wall that adopts bionical structure is provided.
Technical scheme of the present invention is: the bionical bearing wall of a kind of low deadweight, described body of wall comprises outer field fire prevention, insulation, sound-absorbing skin-material, a plurality of lightweight core materials of the cage of reinforcement prefabricated component of skin-material inside, cage of reinforcement prefabricated component inside, and the self-compacting concrete or the mortar that are filled in space between cage of reinforcement prefabricated component and the lightweight core material.
Preferably, described lightweight core material is connected with cage of reinforcement prefabricated component and skin-material by the link fixture.
Preferably, described cage of reinforcement prefabricated component comprises the up and down two-layer mesh skeleton that parallels with skin-material, and between the mesh skeleton, with the perpendicular longitudinal bracing skeleton of skin-material, the light core material level is in wherein.
Preferably, the spacing of described inner lightweight core material is identical.
The invention has the beneficial effects as follows: this bearing wall is optimized traditional architecture form of structure with biomimetic features, the self-compacting concrete of the skin-material in the wall body structure, cage of reinforcement, lightweight core material and filling, can be regarded as crust, muscle arteries and veins, marrow, bone in the middle of the human body respectively, reduce dead load, obtain best effect with minimum input.And the used material that reaches all can carry out the batch production processing, help the reasonable use resource like this, and the heat insulating and sound insulating plate has played template action again, promptly reduce heating energy consumption, improved defening effect again, build form removal than traditional mounting template, save a lot of operations at installation heat insulating and sound insulating material afterwards.At the scene as long as according to construction process, assembly unit muscle successively, marrow, members such as skin, and the cast aggregate gets final product.Under identical arrangement of reinforcement situation, effective bearing capacity of this wall is promptly conducted oneself with dignity, and to add the design load be the same substantially, but it is from heavy and light, has only 150kg to arrive every square metre of 225kg for every square metre.Every square metre of 386kg is gently a lot of to 450kg than traditional body of wall, has improved its structural performance.Reduced on-the-spot construction working amount simultaneously.And do not re-use stone, and so just can save the energy of a large amount of broken stones for country, reduce of the pollution of the dust of broken stone generation to atmosphere.Reduce the destruction of exploitation stone ability to natural hill.Floor of the present invention and job practices thereof have improved speed of application, shorten the construction period, alleviate the pressure of whole buildings to ground, therefore can save the consumption of structure and basic steel.
Description of drawings
Accompanying drawing 1 is a specific embodiment of the invention layer structure schematic diagram;
Accompanying drawing 2 is a specific embodiment of the invention cross-sectional view.
The specific embodiment
Specific embodiments of the invention: the bionical bearing wall of a kind of low deadweight, described body of wall comprises outer field fire prevention, insulation, sound-absorbing skin-material 4, a plurality of lightweight core materials 1 of the cage of reinforcement prefabricated component 2 of skin-material inside, cage of reinforcement prefabricated component 2 inside, and the self-compacting concrete or the mortar 3 that are filled in space between cage of reinforcement prefabricated component 2 and the lightweight core material 1.Described lightweight core material 1 is connected with cage of reinforcement prefabricated component and skin-material by link fixture 5.Described cage of reinforcement prefabricated component comprises the up and down two-layer mesh skeleton that parallels with skin-material, and between the mesh skeleton, with the perpendicular longitudinal bracing skeleton of skin-material, the light core material level is in wherein, the spacing of described inner lightweight core material is identical.
The bionical bearing wall of low deadweight will be noted following several major issues in work progress, it is unit that its size should design basic module with Chinese architecture, thickness is radix with 15cm, 18cm, 21cm, 24cm, spacing between each core should keep uniformity, so will have size to control during the frame staking.Such as: with the marrow core is that the axis of unit is of a size of 600mm, and the core height is a floor height, and it is very high that the connector of core and crust is laid required precision, and factory process wants punching block to force the location.To guarantee its required precision.Core weight serves as that the control benchmark is installed with convenient to be no more than 50Kg.Marrow core and marrow core, the distance of marrow core and external mold will guarantee, so just can form orderly space casing thin shell structures-bone.Influenced the thickness of cell membrane if size can not guarantee, from but increase himself weight, or wall building is thin excessively, and is causing the unstability of structure.Therefore the prefabricated production of batch production helps the control of size.Could make things convenient for installation like this.This structure Design can be with reference to the related specifications design of shear wall, close with the supporting capacity of the shear wall of identical arrangement of reinforcement, but weight will reduce 40%-60%, if being equipped with light floor then builds gross weight and will subtract more than 50%, be specially adapted to multilayer and resident on the middle and senior level building, can save a large amount of basic costs, and building material.Connection between concrete the construction will be provided with collar tie beam between middle level and the layer, guarantee every layer is to guarantee the transmission of vertical load.
Claims (4)
1. one kind is hanged down the bionical bearing wall of deadweight, it is characterized in that: described body of wall comprises outer field fire prevention, insulation, sound-absorbing skin-material, a plurality of lightweight core materials of the cage of reinforcement prefabricated component of skin-material inside, cage of reinforcement prefabricated component inside, and the self-compacting concrete or the mortar that are filled in space between cage of reinforcement prefabricated component and the lightweight core material.
2. the bionical bearing wall of low deadweight as claimed in claim 1 is characterized in that: described lightweight core material is connected with cage of reinforcement prefabricated component and skin-material by the link fixture.
3. the bionical bearing wall of low deadweight as claimed in claim 1, it is characterized in that: described cage of reinforcement prefabricated component comprises the two-layer mesh skeleton up and down that parallels with skin-material, and between the mesh skeleton, with the perpendicular longitudinal bracing skeleton of skin-material, the light core material level is in wherein.
4. the bionical bearing wall of low deadweight as claimed in claim 3, it is characterized in that: the spacing of described inner lightweight core material is identical.
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CN 201010295329 CN101956437A (en) | 2010-09-29 | 2010-09-29 | Low self-weight bionical bearing wall |
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CN 201010295329 CN101956437A (en) | 2010-09-29 | 2010-09-29 | Low self-weight bionical bearing wall |
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Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102776965A (en) * | 2012-08-21 | 2012-11-14 | 贵州皆盈科技开发有限公司 | Prefabricated framework infilled wall |
CN103015747A (en) * | 2012-12-21 | 2013-04-03 | 刘春� | Full-assembled integral pouring composite house and construction method thereof |
CN105696732A (en) * | 2016-01-22 | 2016-06-22 | 当代节能置业股份有限公司 | Outer wall structure |
CN108616075A (en) * | 2018-06-26 | 2018-10-02 | 河南省泰鑫电气有限公司 | A kind of non-metal shell preassembled transformer station |
CN113006344A (en) * | 2021-03-09 | 2021-06-22 | 安徽格构材料科技有限公司 | Wallboard production method based on prefabricated core mold |
CN113372033A (en) * | 2021-06-15 | 2021-09-10 | 刘容彰 | Method for manufacturing bone-like component by using waste and bone-like component |
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ES8504310A1 (en) * | 1983-04-27 | 1985-04-16 | Navarro Villarreal Jose Juan | Improvements to panels for lightened walls |
CN2675762Y (en) * | 2003-12-22 | 2005-02-02 | 新疆建工(集团)有限责任公司 | Assembled lightweight composite external wall plate |
CN1800531A (en) * | 2006-01-17 | 2006-07-12 | 张晶廷 | Joint construction method of prefabricated composite bearing wall structure |
CN2804231Y (en) * | 2005-02-25 | 2006-08-09 | 山东华元建设集团有限公司 | Energy saving, prefabricated bearing wall slab |
CN101565311A (en) * | 2009-05-27 | 2009-10-28 | 广东蒙娜丽莎陶瓷有限公司 | Production method of imitation sandstone ceramic tile |
CN201817931U (en) * | 2010-09-29 | 2011-05-04 | 刘春� | Low dead-weight bionic load-bearing wall |
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Patent Citations (6)
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ES8504310A1 (en) * | 1983-04-27 | 1985-04-16 | Navarro Villarreal Jose Juan | Improvements to panels for lightened walls |
CN2675762Y (en) * | 2003-12-22 | 2005-02-02 | 新疆建工(集团)有限责任公司 | Assembled lightweight composite external wall plate |
CN2804231Y (en) * | 2005-02-25 | 2006-08-09 | 山东华元建设集团有限公司 | Energy saving, prefabricated bearing wall slab |
CN1800531A (en) * | 2006-01-17 | 2006-07-12 | 张晶廷 | Joint construction method of prefabricated composite bearing wall structure |
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CN201817931U (en) * | 2010-09-29 | 2011-05-04 | 刘春� | Low dead-weight bionic load-bearing wall |
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102776965A (en) * | 2012-08-21 | 2012-11-14 | 贵州皆盈科技开发有限公司 | Prefabricated framework infilled wall |
CN103015747A (en) * | 2012-12-21 | 2013-04-03 | 刘春� | Full-assembled integral pouring composite house and construction method thereof |
CN103015747B (en) * | 2012-12-21 | 2014-10-22 | 昆山生态屋建筑技术有限公司 | Full-assembled integral pouring composite house and construction method thereof |
US20150330075A1 (en) * | 2012-12-21 | 2015-11-19 | Kunshan Ecological Building Tecnology Co., Ltd. | Fully Assembled, Fully Cast-in-Place, Composite-Type House and Construction Method Thereof |
US9797137B2 (en) * | 2012-12-21 | 2017-10-24 | Kunshan Ecological Building Technology Co., Ltd. | Fully assembled, fully cast-in-place, composite-type house and construction method thereof |
CN105696732A (en) * | 2016-01-22 | 2016-06-22 | 当代节能置业股份有限公司 | Outer wall structure |
CN108616075A (en) * | 2018-06-26 | 2018-10-02 | 河南省泰鑫电气有限公司 | A kind of non-metal shell preassembled transformer station |
CN113006344A (en) * | 2021-03-09 | 2021-06-22 | 安徽格构材料科技有限公司 | Wallboard production method based on prefabricated core mold |
CN113372033A (en) * | 2021-06-15 | 2021-09-10 | 刘容彰 | Method for manufacturing bone-like component by using waste and bone-like component |
CN113372033B (en) * | 2021-06-15 | 2024-04-30 | 刘容彰 | Method for manufacturing bone-like member by utilizing waste and bone-like member |
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