CN101614073A - Non-dismantling self-heat-insulation building template - Google Patents
Non-dismantling self-heat-insulation building template Download PDFInfo
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- CN101614073A CN101614073A CN200910074769A CN200910074769A CN101614073A CN 101614073 A CN101614073 A CN 101614073A CN 200910074769 A CN200910074769 A CN 200910074769A CN 200910074769 A CN200910074769 A CN 200910074769A CN 101614073 A CN101614073 A CN 101614073A
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Abstract
The present invention relates to a kind of non-dismantling self-heat-insulation building template, it comprises cement basic layer, be arranged on the adiabator layer on the cement basic layer and be connected with cement basic layer be embedded in one or more cement column or one or more cement rib in the adiabator layer, the present invention is except that as the template, still shear wall structure external wall or the upward insulation layer and the leveling layer of people (non-upward people) roofing, and solved exterior-wall heat insulation come off problem and exterior-wall heat insulation endurance issues, self-heat-insulation building template of the present invention can be used as: shear wall structure external wall exterior sheathing; The template of last people (non-upward people) roofing; External wall insulation; Other building Available templates.
Description
Technical field
The present invention relates to a kind of building unit, be specially a kind of non-dismantling self-heat-insulation building template that is applied to shear wall structure external wall exterior sheathing and roofing template, other building Available templates, and external wall insulation.
Background technology
Present existing construction formwork adopts wooden form, steel form more.It is promptly to be eliminated about 4 times that general wooden form uses turnover rate, uses wooden form then to consume a large amount of high-quality timber in a large number.The turnover rate of steel form is 50 times, uses steel form then to consume a large amount of high-quality steel in a large number.And exterior sheathing dismounting labor consumption is about the amount of labour 15%-23% in side's concrete, and the striking time of exterior sheathing accounts for 18% of total construction period, and template release agent pollutes environment.There is caducous phenomenon in present widely used external wall insulation, EPS plate or XPS plate are pasted in the utilization of tradition heat preservation technology, 30 years application life in theory, but a lot of building heat preserving layers promptly came off after several years, even if can adhere in addition using 30 years, how the exterior-wall heat insulation after 30 years is handled is the problem that everybody has a bad headache, and does not therefore possess environmental protection, energy-conservation, advantage efficiently.
Summary of the invention
Technical problem solved by the invention provides a kind of the possess convenient and quick construction of template and warming plate double action, the non-dismantling self-heat-insulation building template of high insulating effect.
The present invention adopts following technical scheme:
The present invention includes cement basic layer, be arranged on the adiabator layer on the cement basic layer and be connected with cement basic layer be embedded in one or more cement column or one or more cement rib in the adiabator layer.
The present invention's adiabator layer is provided with layer of glass grid cloth or steel mesh.
The upper end of cement column of the present invention or described cement rib is the bell mouth shape setting.
Be provided with the layer of glass grid cloth between cement basic layer of the present invention and the adiabator layer, be provided with the layer of glass grid cloth at the outer facade of cement basic layer.
Beneficial effect of the present invention:
The present invention uses high-strength cement material (for example magnesia oxychloride cement etc.) to make cement basic layer; adopt heat insulating material (for example EPS plate, XPS plate, PU plate, rock cotton board, block of glass wool, pearlite slab or glass bead plate etc.) to make adiabator layer, be composited with alkali-resistant glass fibre grid cloth one-step mould then.The high-strength cement groundwork thickness is more than the 3mm, and the cement column (concrete post) or the cement rib quantity that are embedded in the adiabator layer that are connected with cement basic layer are more than 1.According to building requirements, produce different-thickness, different length (deciding) according to building floor height or roof panel span, different in width has the non-dismantling self-heat-insulation template of varying number cement column (concrete post) or cement rib.
The present invention is except that as the template, or shear wall structure external wall or go up the insulation layer and the leveling layer of people (the non-people of going up) roofing.And exterior-wall heat insulation come off problem and exterior-wall heat insulation endurance issues have been solved.
Use the present invention when construction; paste one deck 100 * 100mm or other specification glass fibrous mesh cloths on adiabator layer (being the benzene plate) surface; or steel mesh or other safeguard measure; described steel mesh is gauze wire cloth or expanded metal lath; prevent that benzene plate (adiabator layer) from being broken by concrete, also increases the bonding force of concrete and adiabator layer.
Self-heat-insulation building template of the present invention can be used as: (1) shear wall structure external wall exterior sheathing; (2) template of last people (non-upward people) roofing; (3) external wall insulation; (4) other building Available templates.
The structure concrete post (being cement column) of the exterior wall of shear wall structure building and non-dismantling self-heat-insulation building template or cement rib strong bonded have solved the problem that exterior-wall heat insulation comes off together.Structural ribs of concrete roof and non-dismantling self-heat-insulation template of the present invention (being the cement rib) or structure concrete post (being cement column) combine securely, save the use amount of wingceltis bar.Construction formwork and insulation layer are integrated, make shear wall structure exterior wall and last people (the non-people of going up) roofing need not to do insulation again.Shear wall structure building adventitia need not form removal, saves the form removal time and artificial, and convenient and quick construction need not the exterior wall levelling and plasters or reduce the exterior wall levelling quantity of plastering.As the template of accessible roof or non-accessible roof, except that without the form removal, need not to do again roof heat insulation, the levelling that need not to do again the leveling layer of ceiling or reduce the roof ceiling plate quantity of plastering.Timber and steel have been saved.Improve construction speed, saved building time.The building integrated cost is low.Insulation and defening effect are very good.Release agent need not be brushed and environment pollution can be do not caused at the construction field (site).Easily batch production production has reduced cost of production.The sticking one deck alkali-resistant glass fibre grid cloth of insulation layer surface or steel mesh or other safeguard measures prevent that insulation layer from being broken by concrete, also increase the bonding force of concrete and insulation layer.Utilize to paste and make frame construction and building with brick-concrete structure external wall insulation, not only given prominence to heat insulation effect but also can not come off, increased the durability of exterior-wall heat insulation again with the cladding technology of combining.Also find reference point for the reducing energy consumption of existing building body of wall.Belong to environmental protection, energy-conservation, product efficiently.
Template of the present invention is used for the outer lamina membranacea of shear wall structure external wall, and interior lamina membranacea is used with wooden form or steel form.Die-manufacturing method and wooden form die-manufacturing method or consistent with the steel form method for making.Template is fixed with connector and floor bottom.On template, beat several diameters before the molding and be 12mm (or decide according to instructions for use) hole.With diameter is 10mm, long penetrates in the hole for 120mm nylon staple (or decide according to instructions for use).Cooperate cement column (being the concrete post) or cement rib and shear wall to combine securely, solved the exterior-wall heat insulation problem that comes off.Template of the present invention is used for the template of people or non-accessible roof, uses purlin to support; Do not need just to use the molding way molding of wooden form or steel form as architectural design, can cooperate template of the present invention to use simultaneously yet with nylon staple with purlin.The present invention utilizes and pastes and the cladding technology construction that combines as external wall insulation.
Description of drawings
Accompanying drawing 1 has the cement column structural representation for the present invention;
Accompanying drawing 2 is the A-A sectional structure schematic diagram of accompanying drawing 1;
Accompanying drawing 3 is the B-B sectional structure schematic diagram of accompanying drawing 1;
Accompanying drawing 4 is the C portion partial enlarged drawing of accompanying drawing 3;
Accompanying drawing 5 has cement rib structure schematic diagram for the present invention;
Accompanying drawing 6 is the D-D sectional structure schematic diagram of accompanying drawing 5;
Accompanying drawing 7 is the E-E sectional structure schematic diagram of accompanying drawing 5;
Accompanying drawing 8 is the F portion partial enlarged drawing of accompanying drawing 6.
The specific embodiment
Be depicted as the present invention as accompanying drawing 1,2,3,4 and have the cement column structural representation, the present invention includes cement basic layer 1, be arranged on the adiabator layer 2 on the cement basic layer 1 and be connected with cement basic layer 1 be embedded in one or more cement column 3 in the adiabator layer 2.The cross section of cement column 3 of the present invention is circle, square or triangle etc.
As shown in drawings, the embodiment of the invention adopts 12 cement columns 3, when cement column 3 is made, make cement basic layer 1 earlier, the adiabator layer 2 that will evenly be drilled with the 40mm hole then is placed on the cement basic layer 1, cement slurry inserted make cement column 3 in the 40mm hole, be provided with one deck 6 orders 120 gram glue between cement basic layer 1 and the adiabator layer 2 and knit fiberglass gridding cloth, be provided with one deck 6 orders 120 gram glue at the outer facade of cement basic layer 1 and knit fiberglass gridding cloth.
Be depicted as the present invention as accompanying drawing 5,6,7,8 and have cement rib structure schematic diagram, the present invention includes cement basic layer 1, be arranged on the adiabator layer 2 on the cement basic layer 1 and be connected with cement basic layer 1 be embedded in one or more cement rib 4 in the adiabator layer 2.
The upper end of cement column 3 of the present invention or described cement rib 4 is the bell mouth shape setting, and the lotus that increases the bending resistance destruction of template like this cuts ability, has increased the adhesion of grouted-aggregate concrete and template.
As shown in drawings, the embodiment of the invention adopts four cement ribs 4, when cement rib 4 is made, make cement basic layer 1 earlier, the adiabator layer 2 that then joint is slit into strip is placed on the cement basic layer 1, and strip adiabator layer 2 is the 10mm seam at interval, cement slurry is inserted in 2 spaces of adiabator layer and is made cement rib 4, be provided with one deck 6 orders 120 gram glue between cement basic layer 1 and the adiabator layer 2 and knit fiberglass gridding cloth, be provided with one deck 6 orders 120 gram glue at the outer facade of cement basic layer 1 and knit fiberglass gridding cloth.
The present invention uses high-strength cement material (for example magnesia oxychloride cement etc.) to make cement basic layer 1, cement column 3, cement rib 4.Adopt heat insulating material (for example EPS plate, XPS plate, the cotton plate of PU glass sheet, pearlite slab or glass bead plate etc.) to make adiabator layer 2, be composited with alkali-resistant glass fibre grid cloth one-step mould then.High-strength cement basic unit 1 thickness is more than the 3mm, be connected with cement basic layer 1 to be embedded in cement columns 3 in the adiabator layer 2 be more than 1 or cement rib 4 is more than 1.According to building requirements, can produce different-thickness, different length (deciding), different in width, the non-dismantling self-heat-insulation template of varying number cement column 3 (concrete post) or cement rib 4 according to building floor height or roof panel span.The present invention is except that as the template, or shear wall structure external wall or go up the insulation layer and the leveling layer of people (the non-people of going up) roofing.And exterior-wall heat insulation come off problem and exterior-wall heat insulation endurance issues have been solved.
Template of the present invention can adopt, and long * wide * height is the specification of 3000mm * 1200mm * 60mm, the thickness of cement basic layer 1 is 10mm, and the thickness of adiabator layer 2 is 50mm, and the diameter of cement column 3 is 40mm, the height of cement column 3 is 50mm, and the quantity of cement column 3 is 12.Adiabator layer 2 is provided with one deck 6 orders 12 gram glue and knits fiberglass gridding cloth.
Template of the present invention can adopt, and long * wide * height is the specification of 3000mm * 1200mm * 60mm, the thickness of cement basic layer 1 is 10mm, and the thickness of adiabator layer 2 is 50mm, and the thickness of cement rib 4 is 10mm, the height of cement rib 4 is 50mm, and the quantity of cement rib 4 is 4.Adiabator layer 2 is provided with one deck 6 orders 12 gram glue and knits fiberglass gridding cloth.
Claims (4)
1, a kind of non-dismantling self-heat-insulation building template, it is characterized in that it comprise cement basic layer (1), be arranged on the adiabator layer (2) on the cement basic layer (1) and be connected with cement basic layer (1) be embedded in one or more cement column (3) or one or more cement rib (4) in the adiabator layer (2).
2, a kind of non-dismantling self-heat-insulation building template according to claim 1 is characterized in that adiabator layer (2) is provided with layer of glass grid cloth or steel mesh.
3, a kind of non-dismantling self-heat-insulation building template according to claim 1 and 2 is characterized in that the upper end of described cement column (3) or described cement rib (4) is the bell mouth shape setting.
4 a kind of non-dismantling self-heat-insulation building templates according to claim 1 and 2, it is characterized in that being provided with the layer of glass grid cloth between described cement basic layer (1) and the adiabator layer (2), be provided with the layer of glass grid cloth at the outer facade of cement basic layer (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN200910074769A CN101614073A (en) | 2009-06-17 | 2009-06-17 | Non-dismantling self-heat-insulation building template |
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| Application Number | Priority Date | Filing Date | Title |
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| CN200910074769A CN101614073A (en) | 2009-06-17 | 2009-06-17 | Non-dismantling self-heat-insulation building template |
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| CN101614073A true CN101614073A (en) | 2009-12-30 |
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102071797A (en) * | 2010-12-30 | 2011-05-25 | 郑州大学 | Fiber-reinforced plaster-free dismantle-free integrated heat-preservation template and exterior wall heat-preservation construction process |
| CN102433987A (en) * | 2011-12-31 | 2012-05-02 | 江苏华伟佳建材科技有限公司 | Method for same-body pouring of thermal insulation stay-in-place mould |
| CN102587502A (en) * | 2011-01-16 | 2012-07-18 | 杨怀君 | Self-modeling and self-heat preservation building |
| CN105064554A (en) * | 2015-08-03 | 2015-11-18 | 绿建科技集团新型建材高技术有限公司 | Concrete self-insulation wall structure casted in place by vacuum insulated panel type heat-preservation non-demoulding formwork |
| CN105064575A (en) * | 2015-08-03 | 2015-11-18 | 绿建科技集团新型建材高技术有限公司 | Self-insulation floor casted in place by vacuum insulated panel type heat-preservation non-demoulding formwork and roof structure |
| CN105064517A (en) * | 2015-08-03 | 2015-11-18 | 绿建科技集团新型建材高技术有限公司 | Heat-insulating demounting-free formwork for building |
| CN110284715A (en) * | 2019-07-10 | 2019-09-27 | 龙信建设集团有限公司 | Modified extruded polystyrene board keeps the temperature resilient cushion floor anticracking construction method |
| CN112012475A (en) * | 2020-07-31 | 2020-12-01 | 唐山华纤无机纤维研究院有限公司 | Non-dismantling formwork for building and manufacturing method |
-
2009
- 2009-06-17 CN CN200910074769A patent/CN101614073A/en active Pending
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102071797A (en) * | 2010-12-30 | 2011-05-25 | 郑州大学 | Fiber-reinforced plaster-free dismantle-free integrated heat-preservation template and exterior wall heat-preservation construction process |
| CN102587502A (en) * | 2011-01-16 | 2012-07-18 | 杨怀君 | Self-modeling and self-heat preservation building |
| CN102433987A (en) * | 2011-12-31 | 2012-05-02 | 江苏华伟佳建材科技有限公司 | Method for same-body pouring of thermal insulation stay-in-place mould |
| CN105064554A (en) * | 2015-08-03 | 2015-11-18 | 绿建科技集团新型建材高技术有限公司 | Concrete self-insulation wall structure casted in place by vacuum insulated panel type heat-preservation non-demoulding formwork |
| CN105064575A (en) * | 2015-08-03 | 2015-11-18 | 绿建科技集团新型建材高技术有限公司 | Self-insulation floor casted in place by vacuum insulated panel type heat-preservation non-demoulding formwork and roof structure |
| CN105064517A (en) * | 2015-08-03 | 2015-11-18 | 绿建科技集团新型建材高技术有限公司 | Heat-insulating demounting-free formwork for building |
| CN110284715A (en) * | 2019-07-10 | 2019-09-27 | 龙信建设集团有限公司 | Modified extruded polystyrene board keeps the temperature resilient cushion floor anticracking construction method |
| CN112012475A (en) * | 2020-07-31 | 2020-12-01 | 唐山华纤无机纤维研究院有限公司 | Non-dismantling formwork for building and manufacturing method |
| CN112012475B (en) * | 2020-07-31 | 2022-05-10 | 唐山华纤无机纤维研究院有限公司 | Non-dismantling formwork for building and manufacturing method |
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