CN102747794A - Combined type shuttering self-heat-insulating wall - Google Patents
Combined type shuttering self-heat-insulating wall Download PDFInfo
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- CN102747794A CN102747794A CN2012102554614A CN201210255461A CN102747794A CN 102747794 A CN102747794 A CN 102747794A CN 2012102554614 A CN2012102554614 A CN 2012102554614A CN 201210255461 A CN201210255461 A CN 201210255461A CN 102747794 A CN102747794 A CN 102747794A
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- combined type
- heat
- concrete
- insulator
- warming plate
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- 238000009416 shuttering Methods 0.000 title abstract 6
- 239000004567 concrete Substances 0.000 claims abstract description 57
- 238000010276 construction Methods 0.000 claims abstract description 28
- 238000009413 insulation Methods 0.000 claims abstract description 26
- 239000012212 insulator Substances 0.000 claims abstract description 26
- 239000011381 foam concrete Substances 0.000 claims abstract description 15
- 238000010792 warming Methods 0.000 claims description 35
- 239000004793 Polystyrene Substances 0.000 claims description 34
- 229920002223 polystyrene Polymers 0.000 claims description 34
- 238000009415 formwork Methods 0.000 claims description 23
- 229910000831 Steel Inorganic materials 0.000 claims description 21
- 239000010959 steel Substances 0.000 claims description 21
- 230000002787 reinforcement Effects 0.000 claims description 15
- 238000007689 inspection Methods 0.000 claims description 9
- 239000004568 cement Substances 0.000 claims description 6
- 238000000034 method Methods 0.000 claims description 6
- 239000007787 solid Substances 0.000 claims description 6
- 238000003756 stirring Methods 0.000 claims description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 6
- 238000003466 welding Methods 0.000 claims description 6
- 239000004033 plastic Substances 0.000 claims description 5
- 229920003023 plastic Polymers 0.000 claims description 5
- 208000034189 Sclerosis Diseases 0.000 claims description 4
- 239000004604 Blowing Agent Substances 0.000 claims description 3
- 230000001680 brushing effect Effects 0.000 claims description 3
- 229910052918 calcium silicate Inorganic materials 0.000 claims description 3
- 239000000378 calcium silicate Substances 0.000 claims description 3
- OYACROKNLOSFPA-UHFFFAOYSA-N calcium;dioxido(oxo)silane Chemical compound [Ca+2].[O-][Si]([O-])=O OYACROKNLOSFPA-UHFFFAOYSA-N 0.000 claims description 3
- 239000003795 chemical substances by application Substances 0.000 claims description 3
- 238000009826 distribution Methods 0.000 claims description 3
- 239000010881 fly ash Substances 0.000 claims description 3
- 238000005187 foaming Methods 0.000 claims description 3
- 239000004088 foaming agent Substances 0.000 claims description 3
- 238000012423 maintenance Methods 0.000 claims description 3
- 238000000465 moulding Methods 0.000 claims description 3
- 239000002344 surface layer Substances 0.000 claims description 3
- 239000000463 material Substances 0.000 abstract description 8
- 238000004321 preservation Methods 0.000 abstract description 4
- 229920006389 polyphenyl polymer Polymers 0.000 abstract description 2
- 238000003912 environmental pollution Methods 0.000 abstract 1
- 230000036314 physical performance Effects 0.000 abstract 1
- 230000003014 reinforcing effect Effects 0.000 abstract 1
- 238000004134 energy conservation Methods 0.000 description 7
- UHOVQNZJYSORNB-UHFFFAOYSA-N Benzene Chemical compound C1=CC=CC=C1 UHOVQNZJYSORNB-UHFFFAOYSA-N 0.000 description 6
- 238000005516 engineering process Methods 0.000 description 3
- 239000011810 insulating material Substances 0.000 description 3
- 239000000853 adhesive Substances 0.000 description 2
- 230000001070 adhesive effect Effects 0.000 description 2
- 239000011449 brick Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005265 energy consumption Methods 0.000 description 2
- 239000011490 mineral wool Substances 0.000 description 2
- 238000004220 aggregation Methods 0.000 description 1
- 230000002776 aggregation Effects 0.000 description 1
- 238000004458 analytical method Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 239000011468 face brick Substances 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 230000000704 physical effect Effects 0.000 description 1
- 229920002635 polyurethane Polymers 0.000 description 1
- 239000004814 polyurethane Substances 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000012827 research and development Methods 0.000 description 1
- 238000005245 sintering Methods 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
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- Building Environments (AREA)
- Moulds, Cores, Or Mandrels (AREA)
Abstract
The invention relates to a combined type shuttering self-heat-insulating wall for a frame structure building. The combined type shuttering self-heat-insulating wall is composed of a polyphenyl grain concrete planar heat-insulating plate, a reinforcing mesh, a heat insulator, a connecting sleeve, a fixing bolt, a connecting fixing plate, a pouring check port and a heat-insulating foam concrete. The combined type shuttering self-heat-insulating wall has various properties, such as, light weight, heat preservation, heat insulation, sound insulation, load bearing, seismic resistance, and the like. The combined type shuttering self-heat-insulating wall has the advantages that the cost is lowered; the performance of products is improved; the energy resource is saved; the environmental pollution is eliminated; the service life is long; the weight is light; the cross sections of a bearing beam and a bearing pillar are reduced; the demand on the physical performance of a wall material for saving 65% or more energy is met; the construction speed is increased; the labor intensity of workers is relieved; and the combined type shuttering self-heat-insulating wall is easy to match with a present heat-insulating construction method for an energy-saving building.
Description
Technical field
The present invention relates to building energy saving field, especially a kind of frame construction building combined type formwork self heat insulation wall.
Background technology
In recent years, country advocates energy saving building energetically, reduces building energy consumption, requires building energy conservation to reach 50%~65% standard.The traditional architecture methods such as structural clay tile, air-entrained concrete building block of building by laying bricks or stones are mostly adopted in the construction of available frame structure energy-saving heat-preserving wall, in order to reach energy-conservation 65% standard, and carry out the construction technology of heat insulating materials such as outer sticking polyphenyl plate, extruded sheet or rock wool.This kind construction method exists many shortcomings on material is selected; The production sintering energy consumption is high, the secondary energy sources utilization rate is low; Heat insulating materials such as plug-in benzene plate, rock wool exist problems such as fire prevention, difficulty of construction be big, and thermal insulation, sound insulation all do not reach existing energy conservation standard.The most basic is to select for use existing material to carry out energy saving building, still depends on traditional construction method, causes the popularization of novel high-efficiency and energy-saving heat insulating material, application to be hindered.Therefore study the construction method of one-shot forming frame construction and wall self-insulation structure, make full use of the novel high-efficiency and energy-saving insulating wall material, reach 65%, even higher energy conservation standard.Because the building block of building by laying bricks or stones can not be the beam in the frame construction, post parcel, the building block of adhesive mortar masonry panel causes the cold bridge effect, causes the heat preservation and soundproof weak effect.Outer adhesive aggregation benzene warming plate but increases building costs, and construction technology is complicated, poor stability, and can not with the same life-span of building.
Summary of the invention
In order to overcome many shortcoming and defect that traditional building block construction method exists; The present invention provides a kind of combined type formwork self heat insulation wall; Utilize the plane sandwiched heat insulation board to process combined type formwork self heat insulation wall, can make full use of the novel high-efficiency and energy-saving insulating wall material, reach 65%; Even higher energy conservation standard, for novel energy-saving wall material provides vast potential for future development in research and development, popularization, application.
The present invention solves the technical scheme of its technical problem and is made up of granular polystyrene concrete plane warming plate, steel mesh reinforcement, insulator, adapter sleeve, set bolt, connection fixed head, cast inspection hole, insulating foam concrete, and two granular polystyrene concrete plane warming plate inwalls are uniformly distributed with insulator in frame construction concrete bearing beam and load-bearing pillar space, and steel mesh reinforcement is termination and concrete bearing beam and the solid welding of load-bearing pillar reserved steel bar in length and breadth; Granular polystyrene concrete plane warming plate inwall cooperates with the insulator two ends with steel mesh reinforcement, and set bolt is fastening to be assembled into latticed hollow wall formwork, and concrete bearing beam both sides are reserved with the cast inspection hole; Cast insulating foam concrete forms combined type formwork self heat insulation wall between latticed hollow wall formwork, and wherein, two identical granular polystyrene concrete plane warming plates are example with one; Granular polystyrene concrete plane warming plate simultaneously is smooth calcium silicate board with microporous surface layer, and another side is the plate inwall, and the plate inner wall even distribution has not circular groove thoroughly; The circular groove diameter is 100 ㎜~210 ㎜, and there is fixing hole at the groove center, inside panel face brushing interfacial agents; Steel mesh reinforcement cooperates with granular polystyrene concrete plane warming plate inwall, with concrete bearing beam and the solid welding of load-bearing pillar reserved steel bar; Insulator through measuring, foaming, stir, is poured maintenance moulding in the mould by cement, water, foaming agent into; Process the shape insulator of length greater than 10 millimeters of concrete bearing beam width; There is the connection duct the round center of insulator, and adapter sleeve is longer than insulator, and the adapter sleeve external diameter cooperates with the duct internal diameter that is connected at insulator center; Adapter sleeve two ends external diameter cooperates with the fixing hole internal diameter at granular polystyrene concrete plane warming plate groove center, two sides respectively; Set bolt one end is a boss, and end is screw thread in addition, and the set bolt external diameter is interior through cooperating with adapter sleeve; The set bolt two ends are fixed with two sides granular polystyrene concrete plane warming plate matching thread end nut respectively; Connecting fixed head is the square plastic plate, and four jiaos have unthreaded hole, and it is relative with the groove center fixation hole of two granular polystyrene concrete plane warming plate seam crossings respectively to connect four jiaos of unthreaded holes of fixed head; Set bolt and its four jiaos of unthreaded hole attaching nuts are fixed; Granular polystyrene concrete plane warming plate edge, four limits and concrete bearing beam, load-bearing pillar surface engagement, granular polystyrene concrete plane warming plate inwall cooperates with steel mesh reinforcement, insulator two ends, and set bolt is fixed; The insulating foam concrete is a component by cement, flyash, blowing agent, water; Stir by the construction match ratio, at concrete bearing beam cast inspection eye cast insulating foam concrete, sclerosis back removal adapter sleeve, set bolt, connection fixed head form combined type formwork self heat insulation wall.
The invention has the beneficial effects as follows to have that body is light, multiple performances such as insulation, heat insulation, sound insulation, load-bearing, antidetonation, formed the building system that shows unique characteristics; Have and reduce cost, improve properties of product, energy conservation, eliminate environment pollution; Long perfomance life, body is light, reduces the cross section of spandrel girder, post; Satisfy energy-conservation 65% and higher, improve construction speed, alleviate labor strength the requirement of materials for wall physical property; Dock easily with existing energy saving building heat preservation construction worker method, the reform of traditional energy saving building design, job practices is had positive impetus.
Description of drawings:
Below in conjunction with accompanying drawing the present invention is further specified.
Fig. 1. be structural front view of the present invention;
Fig. 2. for the A-A of Fig. 1 of the present invention analyses and observe left view;
Fig. 3. be granular polystyrene concrete plane warming plate sketch map of the present invention;
Fig. 4. be insulator sketch map of the present invention;
Fig. 5. for the present invention connects the fixed head sketch map;
Fig. 6. be adapter sleeve sketch map of the present invention;
Fig. 7. be set bolt sketch map of the present invention.
The specific embodiment:
The specific embodiment of the invention, reference 1, Fig. 2, Fig. 3 are made up of granular polystyrene concrete plane warming plate, steel mesh reinforcement, insulator, adapter sleeve, set bolt, connection fixed head, cast inspection hole, insulating foam concrete, and two granular polystyrene concrete plane warming plate inwalls are uniformly distributed with insulator in frame construction concrete bearing beam and load-bearing pillar space; Steel mesh reinforcement is termination and concrete bearing beam and the solid welding of load-bearing pillar reserved steel bar in length and breadth, and granular polystyrene concrete plane warming plate inwall cooperates with the insulator two ends with steel mesh reinforcement, and set bolt is fastening to be assembled into latticed hollow wall formwork, and concrete bearing beam 3 both sides are reserved with cast inspection hole 4,5,6,7; Cast insulating foam concrete forms combined type formwork self heat insulation wall between latticed hollow wall formwork, with reference to Fig. 1, Fig. 2, Fig. 3; Wherein, two identical granular polystyrene concrete plane warming plates are example with one, and granular polystyrene concrete plane warming plate 2 one sides are smooth calcium silicate board with microporous surface layer; Another side is the plate inwall, and the plate inner wall even distribution has not circular groove 13 thoroughly, and the circular groove diameter is 100 ㎜~210 ㎜; There is fixing hole 14 at the groove center, inside panel face brushing interfacial agents, steel mesh reinforcement 10 cooperates with granular polystyrene concrete plane warming plate 2 inwalls, with concrete bearing beam 3 and load-bearing pillar 18 reserved steel bar solid weldings; With reference to Fig. 4, insulator 8 is by cement, water, foaming agent, through measuring, foaming, stir; Pour maintenance moulding in the mould into, process the shape insulator 8 of length greater than 10 millimeters of the width of concrete bearing beam 3, there is connection duct 9 the round center of insulator 8; Reference, 6, adapter sleeve 15 is longer than insulator 8; Adapter sleeve 15 external diameters cooperate with duct 9 internal diameters that are connected at insulator center, and adapter sleeve 15 two ends external diameters cooperate with fixing hole 14 internal diameters at granular polystyrene concrete plane warming plate 2 groove centers, two sides respectively, with reference to Fig. 7; Set bolt 16 1 ends are boss, and end is screw thread in addition, and set bolt 16 external diameters are interior through cooperating with adapter sleeve 15; Set bolt 16 two ends are fixed with two sides granular polystyrene concrete plane warming plate 2 matching thread end nuts respectively, and with reference to Fig. 5, connecting fixed head 1 is the square plastic plate; Four jiaos have unthreaded hole 17, and it is relative with the groove center fixation hole 14 of two granular polystyrene concrete plane warming plate 2 seam crossings respectively to connect 1 four jiaos of unthreaded holes of fixed head, and set bolt 16 is fixed with its four jiaos of unthreaded hole 17 attaching nuts; Granular polystyrene concrete plane warming plate edge, 2 four limit and concrete bearing beam 3, load-bearing pillar 18 surface engagement, granular polystyrene concrete plane warming plate 2 inwalls and steel mesh reinforcement 10, insulator 8 two ends matching and fixing bolt, insulating foam concrete 11 is a component by cement, flyash, blowing agent, water; Stir by the match ratio of constructing, at concrete bearing beam cast inspection eye 4,5,6,7 cast insulating foam concrete 11, sclerosis back removal adapter sleeve 15, set bolt 16, connection fixed head 1 form combined type formwork self heat insulation wall; Connection duct 9 usefulness polyurethane gap fillers or heat preservation slurry behind removal adapter sleeve 15, set bolt 16, the connection fixed head 1 are filled and led up compacting, and for increasing the firmness between form boarding and beam, post, the insulating foam concrete, every in case of necessity form boarding is fixed with 3~5 plastic expansion crab-bolts; Also can when the assembling form wall, T plastic expansion anchor be penetrated, treat to tighten firmly after 11 sclerosis of insulating foam concrete; Cleaning surface of wall dirt can carry out the construction of the water-proof putty coating or the face brick layer 12 of finish coat, and granular polystyrene concrete plane warming plate 2 also can be selected other similar sheet materials as required for use.
Claims (7)
1. frame construction building combined type formwork self heat insulation wall; Form by granular polystyrene concrete plane warming plate, steel mesh reinforcement, insulator, adapter sleeve, set bolt, connection fixed head, cast inspection hole, insulating foam concrete; It is characterized in that; Two granular polystyrene concrete plane warming plate inwalls are uniformly distributed with insulator in frame construction concrete bearing beam and load-bearing pillar space; Steel mesh reinforcement is termination and concrete bearing beam and the solid welding of load-bearing pillar reserved steel bar in length and breadth, and granular polystyrene concrete plane warming plate inwall cooperates with the insulator two ends with steel mesh reinforcement, and the fastening assembling of set bolt constitutes latticed hollow wall formwork; Concrete bearing beam both sides are reserved with the cast inspection hole, and cast insulating foam concrete constitutes combined type formwork self heat insulation wall between latticed hollow wall formwork.
2. a kind of frame construction building combined type formwork self heat insulation wall according to claim 1 is characterized in that granular polystyrene concrete plane warming plate simultaneously is smooth calcium silicate board with microporous surface layer; Another side is the plate inwall; The plate inner wall even distribution has not circular groove thoroughly, and the circular groove diameter is 100 ㎜~210 ㎜, and there is fixing hole at the groove center; Inside panel face brushing interfacial agents, steel mesh reinforcement cooperate with granular polystyrene concrete plane warming plate inwall, with concrete bearing beam and the solid welding of load-bearing pillar reserved steel bar.
3. a kind of frame construction building combined type formwork self heat insulation wall according to claim 1; It is characterized in that; Insulator through measuring, foaming, stir, is poured maintenance moulding in the mould by cement, water, foaming agent into; Process the insulator of length greater than 10 millimeters of concrete bearing beam width, there is the connection duct the round center of insulator.
4. a kind of frame construction building combined type formwork self heat insulation wall according to claim 1; It is characterized in that; Adapter sleeve is longer than insulator; The duct internal diameter that is connected at adapter sleeve external diameter and insulator center cooperates, and adapter sleeve two ends external diameter cooperates with the fixing hole internal diameter at the granular polystyrene concrete plane warming plate groove center of symmetry respectively.
5. a kind of frame construction building combined type formwork self heat insulation wall according to claim 1; It is characterized in that; Set bolt one end is a boss; End is screw thread in addition, and the set bolt external diameter is interior through cooperating with adapter sleeve, and the set bolt two ends are fixed with two sides granular polystyrene concrete plane warming plate matching thread end nut respectively.
6. a kind of frame construction building combined type formwork self heat insulation wall according to claim 1; It is characterized in that; Connecting fixed head is the square plastic plate, and four jiaos have unthreaded hole, and it is relative with the groove center fixation hole of two granular polystyrene concrete plane warming plate seam crossings respectively to connect four jiaos of unthreaded holes of fixed head; Set bolt and its four jiaos of unthreaded hole attaching nuts are fixed; Granular polystyrene concrete plane warming plate edge, four limits and concrete bearing beam, load-bearing pillar surface engagement, granular polystyrene concrete plane warming plate inwall cooperates with steel mesh reinforcement, insulator two ends, and set bolt is fixed.
7. a kind of frame construction building combined type formwork self heat insulation wall according to claim 1; It is characterized in that; The insulating foam concrete is a component by cement, flyash, blowing agent, water; Stir by the construction match ratio, at concrete bearing beam cast inspection eye cast insulating foam concrete, sclerosis back removal adapter sleeve, set bolt, connection fixed head form combined type formwork self heat insulation wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012102554614A CN102747794A (en) | 2012-07-23 | 2012-07-23 | Combined type shuttering self-heat-insulating wall |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012102554614A CN102747794A (en) | 2012-07-23 | 2012-07-23 | Combined type shuttering self-heat-insulating wall |
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| CN102747794A true CN102747794A (en) | 2012-10-24 |
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| CN2012102554614A Pending CN102747794A (en) | 2012-07-23 | 2012-07-23 | Combined type shuttering self-heat-insulating wall |
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| Country | Link |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102995917A (en) * | 2012-10-26 | 2013-03-27 | 北京奇迪惠民科技投资有限公司 | Modularized house |
| CN111456278A (en) * | 2020-05-08 | 2020-07-28 | 江苏豪斯建设工程有限公司 | A wall structure with integrated load-bearing thermal insulation |
| CN114856053A (en) * | 2022-01-04 | 2022-08-05 | 倪小春 | Assembled building curtain connection structure |
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|---|---|---|---|---|
| JPH11256734A (en) * | 1998-03-11 | 1999-09-21 | Kubota Kensetsu Kk | Building form |
| JPH11315601A (en) * | 1998-05-06 | 1999-11-16 | Igarashi Kensetsu Kogyo Kk | Building exterior heat insulating wall and execution method thereof |
| DE102004019782A1 (en) * | 2004-04-23 | 2005-11-17 | Veit Dennert Kg Baustoffbetriebe | Heat insulation plate e.g. for external facades, in particular mineral foam concrete plates, has plate shaped base made from heat insulation material with wind-lateral back surface and external lateral front surface |
| CN1948654A (en) * | 2006-11-02 | 2007-04-18 | 邹家祥 | Manufacturing method of heat insulating wall board and construction method of its wall body |
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| CN201981670U (en) * | 2010-12-31 | 2011-09-21 | 山东华新房地产开发有限公司 | Connection piece for composite prefabricated concrete wallboard |
| CN202672413U (en) * | 2012-07-23 | 2013-01-16 | 赵鲁波 | Self-insulating wall body of combined mold shell |
-
2012
- 2012-07-23 CN CN2012102554614A patent/CN102747794A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11256734A (en) * | 1998-03-11 | 1999-09-21 | Kubota Kensetsu Kk | Building form |
| JPH11315601A (en) * | 1998-05-06 | 1999-11-16 | Igarashi Kensetsu Kogyo Kk | Building exterior heat insulating wall and execution method thereof |
| DE102004019782A1 (en) * | 2004-04-23 | 2005-11-17 | Veit Dennert Kg Baustoffbetriebe | Heat insulation plate e.g. for external facades, in particular mineral foam concrete plates, has plate shaped base made from heat insulation material with wind-lateral back surface and external lateral front surface |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN102995917A (en) * | 2012-10-26 | 2013-03-27 | 北京奇迪惠民科技投资有限公司 | Modularized house |
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| CN111456278A (en) * | 2020-05-08 | 2020-07-28 | 江苏豪斯建设工程有限公司 | A wall structure with integrated load-bearing thermal insulation |
| CN114856053A (en) * | 2022-01-04 | 2022-08-05 | 倪小春 | Assembled building curtain connection structure |
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Application publication date: 20121024 |