CN103061446A - Self-stress and self-water-proof zero roof - Google Patents
Self-stress and self-water-proof zero roof Download PDFInfo
- Publication number
- CN103061446A CN103061446A CN2011103201418A CN201110320141A CN103061446A CN 103061446 A CN103061446 A CN 103061446A CN 2011103201418 A CN2011103201418 A CN 2011103201418A CN 201110320141 A CN201110320141 A CN 201110320141A CN 103061446 A CN103061446 A CN 103061446A
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- proof
- zero
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- 238000000926 separation method Methods 0.000 claims description 5
- 239000000463 material Substances 0.000 abstract description 8
- 238000010276 construction Methods 0.000 abstract description 6
- 239000011449 brick Substances 0.000 abstract description 4
- 239000002689 soil Substances 0.000 abstract description 3
- 239000002699 waste material Substances 0.000 abstract description 3
- 230000006378 damage Effects 0.000 abstract description 2
- 238000007599 discharging Methods 0.000 abstract description 2
- 238000006073 displacement reaction Methods 0.000 abstract description 2
- 238000000034 method Methods 0.000 abstract description 2
- 238000005336 cracking Methods 0.000 abstract 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract 3
- CURLTUGMZLYLDI-UHFFFAOYSA-N Carbon dioxide Chemical compound O=C=O CURLTUGMZLYLDI-UHFFFAOYSA-N 0.000 abstract 2
- RAHZWNYVWXNFOC-UHFFFAOYSA-N Sulphur dioxide Chemical compound O=S=O RAHZWNYVWXNFOC-UHFFFAOYSA-N 0.000 abstract 2
- 229910002092 carbon dioxide Inorganic materials 0.000 abstract 1
- 239000001569 carbon dioxide Substances 0.000 abstract 1
- 230000008602 contraction Effects 0.000 abstract 1
- 229910052799 carbon Inorganic materials 0.000 description 3
- 238000004078 waterproofing Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000009413 insulation Methods 0.000 description 2
- 241001504664 Crossocheilus latius Species 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000012790 confirmation Methods 0.000 description 1
- -1 conserve forests Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention relates to a method of a self-stress and self-water-proof zero roof in building field. A roof often cracks and leaks water because of damages of stresses such as temperature, humidity, earthquake wave and subsidence, so the key to prevent the roof from leaking is to avoid cracking of a roof layer. Although free from bricks in Qin dynasty and tiles in Han dynasty and coated with fossil water-proof material, the existing roof can not exceed a vicious cycle mode of 'proof, leakage and repair' and causes waste of recourses such as forest, soil and energy and discharging of sulfur dioxide and carbon dioxide. Due to the fact that theories of relative rest of an object, kinematics of absolute movement and thermodynamics of expansion caused by heat and contraction caused by cold are used to guide construction of the roof, the roof and a main body ring beam are separated, and the roof forms an independent structure and can freely moves in all-weather. The elf-stress and self-water-proof zero roof avoids the cracking and the water leakage, the cracking and the water leakage are caused by that the natural stresses pulls the main ring beam when the natural stresses produce displacement, so goals of automatic water-proof, zero consumption, zero pollution and zero roof are achieved.
Description
Technical field the present invention relates in the building field house top layer from the method for waterproof.
Background technology garret destruction of being subjected to the natural stress such as temperature, humidity, seismic wave, sedimentation especially in building construction generally all wants the crack to leak, and avoids the house top cracks to be only the crux of roof leak proof.Although roof leak proof is retracted into Qin brick and Han tile at present,, does not still go beyond the vicious circle pattern of " prevent, leak, repair " again coated with the fossil material waterproofing, and causes waste and the SO of the resources such as forest, soil, the energy
2↑ CO
2↑ discharging.And " the heat insulation one-storey house of combined disconnected leakage top " " roof, the ecological garden of permanent leakage-resisting heat-insulation " effects a radical cure the purpose of leaking heat though reached intensive environmental protection through more than ten years enforcement confirmation, and it is just right that it is used for the transformation of old top, is used for the newly-built unnecessary and waste that still shows.
Summary of the invention the present invention aim to provide a kind of be used for from the dynamic house of stress top layer newly-built, all extra plays and material except house top layer self have been simplified, thereby reach from waterproof, 0 material consumption, 0 pollution, zero roof, and the unique function that has impervious anticorrosion anti-thorn to be excused from a college course, the brute force garden construction that gives support to a roof, realize energy-saving and cost-reducing, low-carbon environment-friendly, thereby overcome the extensive and weak point of prior art.
For achieving the above object, technical scheme of the present invention is: " thermodynamics " theory that reaches " expanding with heat and contract with cold " according to object " relatively static, absolute movement " " kinematics " instructs house top layer construction.When building the house top layer, with house top layer and the isolation of main body collar tie beam, make the house top layer have the independent body structure of one's own, allow its round-the-clock freely-movable, when avoiding it to produce displacement because of various natural stress and the main body collar tie beam involve and cause the crack to leak, make various infinite natural stress, freely discharge in the horizontal movement between house top layer and main body collar tie beam.Have the independent body structure of one's own just as bridge floor, concrete boat, pipe of cement, attic tank etc., non-external force can not be destroyed.Namely above the main body collar tie beam, establish a separation layer, the house top layer is suspended on the main body collar tie beam isolates fully with main body, have the independent body structure of one's own.
This shows that the present invention has taken leave of Qin brick and Han tile, the fossil waterproofing materials has from stress, from waterproof, 0 material consumption, 0 characteristics of polluting, and has avoided leaking because of the crack that natural stress produces, thereby has reached from the purpose of stress from waterproof zero roof.And the unique function that has impervious anticorrosion anti-thorn to be excused from a college course, the brute force garden construction that gives support to a roof realizes energy-saving and cost-reducing, low-carbon environment-friendly.
Description of drawings elaborates to the present invention below in conjunction with accompanying drawing.
As shown in the figure: Fig. 1 is structural representation of the present invention.
The specific embodiment
Embodiment one:
As shown in the figure, the present invention includes house top layer [1], separation layer [2], main body collar tie beam [3].House top layer [1] is isolated fully by separation layer [2] and main body collar tie beam, the house top layer is suspended on the main body collar tie beam [3], house top layer [1] has the independent body structure of one's own like this, round-the-clock freely-movable, avoid involving with main body collar tie beam [3] and causing the crack to leak, make various infinite natural stress, freely discharge in the horizontal movement between house top layer and main body collar tie beam, avoided leaking because of the crack that natural stress produces, thereby reach from the purpose of stress from waterproof zero roof, and the unique function that has impervious anticorrosion anti-thorn to be excused from a college course, the brute force garden construction that gives support to a roof realizes energy-saving and cost-reducing, low-carbon environment-friendly.
In sum, the present invention has following features:
1. change and embarrass easily, take leave of Qin brick and Han tile, abrogate waterproofing materials, conserve forests, soil, the energy, environment.0 material consumption can be saved and be built 1/5 of room total resources on the earth, has only needed atlas of a drawing then.
Permanent disconnected leakage, anticorrosion, anti-thorn, be excused from a college course, break the Construction of Roof Garden bottleneck, satisfy the important document of roof planting, it is also green to make when building the room limit ruin green limit, the change forest of skyscrapers is green ecological garden city.
Wind resistance take off, upper people's safety, the shake effect of combating a natural disaster of shock-absorbing stone roller spiral shell is played in the reverse friction of top layer and main body.
Claims (1)
- One kind from stress from waterproof zero roof, it comprises house top layer [1], separation layer [2], main body collar tie beam [3].It is characterized in that house top layer [1] passes through separation layer [2] and isolates fully with main body collar tie beam [3].House top layer [1] is suspended on the main body collar tie beam [3], and house top layer [1] has the independent body structure of one's own like this, and round-the-clock freely-movable is avoided tearing with main body collar tie beam [3] and causing the crack to leak, thereby reaches from the purpose of stress from waterproof zero roof.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011103201418A CN103061446A (en) | 2011-10-20 | 2011-10-20 | Self-stress and self-water-proof zero roof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011103201418A CN103061446A (en) | 2011-10-20 | 2011-10-20 | Self-stress and self-water-proof zero roof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103061446A true CN103061446A (en) | 2013-04-24 |
Family
ID=48104309
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011103201418A Pending CN103061446A (en) | 2011-10-20 | 2011-10-20 | Self-stress and self-water-proof zero roof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103061446A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103924745A (en) * | 2014-04-30 | 2014-07-16 | 马鞍山市智砼建材科技有限责任公司 | A zero-stress seam width adaptive roof seam waterproofing system and its construction method |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2581554Y (en) * | 2002-12-10 | 2003-10-22 | 李永峰 | Assembled heat insulation environmental protection house |
| CN1570321A (en) * | 2004-05-11 | 2005-01-26 | 周新华 | Water-proof concrete roofing for preventing temperature fracture |
| JP2007163023A (en) * | 2005-12-14 | 2007-06-28 | Masayoshi Nojima | Heating device and cooling device associated with structure of house |
| GB2434812A (en) * | 2006-02-07 | 2007-08-08 | Lssd Uk Ltd | Roof arrangement |
| CN201474322U (en) * | 2009-08-13 | 2010-05-19 | 青岛朗讯科技通讯设备有限公司 | Non-sticking half-suspending leakproof remedying structure used for steel structure ridge |
| CN201581551U (en) * | 2009-12-25 | 2010-09-15 | 江苏双楼建设集团有限公司 | Self-adjustable deformable secondary late-poured ring beam |
| CN201738479U (en) * | 2010-07-16 | 2011-02-09 | 中国一冶集团有限公司 | Roof expansion joint integrated cover plate waterproof structure |
-
2011
- 2011-10-20 CN CN2011103201418A patent/CN103061446A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2581554Y (en) * | 2002-12-10 | 2003-10-22 | 李永峰 | Assembled heat insulation environmental protection house |
| CN1570321A (en) * | 2004-05-11 | 2005-01-26 | 周新华 | Water-proof concrete roofing for preventing temperature fracture |
| JP2007163023A (en) * | 2005-12-14 | 2007-06-28 | Masayoshi Nojima | Heating device and cooling device associated with structure of house |
| GB2434812A (en) * | 2006-02-07 | 2007-08-08 | Lssd Uk Ltd | Roof arrangement |
| CN201474322U (en) * | 2009-08-13 | 2010-05-19 | 青岛朗讯科技通讯设备有限公司 | Non-sticking half-suspending leakproof remedying structure used for steel structure ridge |
| CN201581551U (en) * | 2009-12-25 | 2010-09-15 | 江苏双楼建设集团有限公司 | Self-adjustable deformable secondary late-poured ring beam |
| CN201738479U (en) * | 2010-07-16 | 2011-02-09 | 中国一冶集团有限公司 | Roof expansion joint integrated cover plate waterproof structure |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103924745A (en) * | 2014-04-30 | 2014-07-16 | 马鞍山市智砼建材科技有限责任公司 | A zero-stress seam width adaptive roof seam waterproofing system and its construction method |
| CN103924745B (en) * | 2014-04-30 | 2016-02-03 | 马鞍山市智砼建材科技有限责任公司 | A zero-stress seam width adaptive roof seam waterproofing system and its construction method |
| CN105369991A (en) * | 2014-04-30 | 2016-03-02 | 马鞍山市智砼建材科技有限责任公司 | Construction method of zero-stress seam width self-adaptation type roof reserved seam waterproof system |
| CN105369991B (en) * | 2014-04-30 | 2017-06-06 | 马鞍山市智砼建材科技有限责任公司 | A kind of construction method of zero stress seam self-adapting type roofing preset slot waterproof system wide |
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| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20130424 |