CN1766248A - Composite thermal insulation concrete wall and its assembled template - Google Patents
Composite thermal insulation concrete wall and its assembled template Download PDFInfo
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- CN1766248A CN1766248A CN 200510200616 CN200510200616A CN1766248A CN 1766248 A CN1766248 A CN 1766248A CN 200510200616 CN200510200616 CN 200510200616 CN 200510200616 A CN200510200616 A CN 200510200616A CN 1766248 A CN1766248 A CN 1766248A
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Abstract
The invention discloses a composite thermal insulation heat-proof concrete wall and assemblage type mould, which is characterized by the following: the wall two-side mould is composed of polystyrene thermal insulation material; double-row tooth fold steel is set in the each side mould; the transverse section of double-row tooth fold steel displays U-shape; the base plate of double-row tooth fold steel and one side surface of mould are in the same plane; two side plates of double-row tooth fold steel extends the other side surface of mould; the attachment connects the through-hole at even distance allocation on two side plates of double-row tooth fold steel; the attachment pierces the hole of double-row tooth fold steel side plate corresponding to two-side mould to connect the wall two sides; the net-hung rivet hole is drilled in the middle part of double-row tooth fold steel along certain vertical distance; the transverse and vertical plugging part connects the same position attachment of double-row tooth fold steel corresponding to the wall two side mould, which locks joint along the transverse and vertical direction. The mould becomes the wall inner and outer side thermal insulation layer after casting the concrete.
Description
Technical field:
The present invention relates to a kind of concrete wall template, particularly a kind of composite heat insulation concrete wall and assembled template thereof.
Background technology:
In recent years, along with the enhancing of people's environmental consciousness and the development of energy-saving building technology, increasing energy saving building appears in our life.The measure of being taked aspect building structure mainly is the heat-insulating property transformation of wall thermal insulating, roof insulation and door and window.In the evolution of wall thermal insulation technology, successively experienced insulation forms such as the gentle external wall outer insulation of exterior wall insulating, on the job practices process, often adopt first structure, the back step that is incubated, fits up at last.But, and finally caused the shortcoming of the reliability decrease of the increase of engineering cost and construction quality because the construction sequence that has increased warming plate makes construction sequence increase.At above-mentioned shortcoming, Chinese patent CN1570304 has proposed heat insulating material is processed into stay in place formwork, after the walls concrete cast finishes, this template is not removed directly becomes the medial and lateral of body of wall insulation layer, make wall body structure concrete and wall insulating layer one-shot forming in structure construction, so not only omitted the step of independent construction heat-insulating layer but also omitted the construction sequence of removing wall form, provided cost savings greatly.But above-mentioned emerging building system is repeatedly the split fluid concrete at work progress, also needs the further reduction of erection time, and needs further to increase the intensity and the stability of structure, its construction technology still to need further to improve according to actual conditions.
Summary of the invention:
The purpose of this invention is to provide a kind of composite heat insulation concrete wall and assembled template thereof, solve the technical problem that wall body structure concrete and wall insulating layer one-shot forming, industrial fast run-up are made; And solution further increases the problem of structural strength and stability.
Technical scheme of the present invention:
This composite heat insulation concrete wall, polystyrene foam plastics assembled template by reinforced concrete wall and body of wall both sides is composited, it is characterized in that: the assembled template of both sides is parallel to be oppositely arranged, and socket by connector, preset in every side assembled template and be connected with connector and body of wall two side templates are socketed the all-in-one-piece steel disc;
Its steel disc is a double rows of teeth doubling steel disc, two side plate edges of double rows of teeth doubling steel disc all are the double wedge shape, have the through hole that is connected with connector on the double wedge, pass through hole on the both sides double rows of teeth doubling steel disc, the assembled template of body of wall both sides is coupled together by connector;
Two connectors that will be connected the same row's double wedge of double rows of teeth doubling steel disc by horizontal fastener are along horizontal snapping, and two connectors that will be connected the same row's double wedge of double rows of teeth doubling steel disc by perpendicular fastener are along vertical snappings;
The mainboard of double rows of teeth doubling steel disc and assembled template one side surface are in same plane, and two side plates of double rows of teeth doubling steel disc stretch out the opposite side surface of assembled template;
Be provided with reinforced mesh between the assembled template of both sides, by cast-in-situ concrete assembled template and reinforced mesh built up one, after the walls concrete cast finished, assembled template was not removed, and directly becomes the inside and outside insulation layer of body of wall.
There is tongue-and-groove at the edge of every assembled template, and the length of assembled template is 900mm-1500mm; Height 250mm-600mm; Thickness is 40mm-60mm.
The cross section of above-mentioned double rows of teeth doubling steel disc is ∏ shape or U-shaped.
There is reinforcing rib in the turnover bight of above-mentioned double rows of teeth doubling steel disc.
The length that two side plates of above-mentioned double rows of teeth doubling steel disc stretch out the opposite side surface of assembled template is not less than 15mm.
The mainboard of above-mentioned double rows of teeth doubling steel disc is along vertically being distributed with the preformed hole that is used to squeeze into the linked network rivet.
Above-mentioned connector is] shape, there is crotch at two ends.
Above-mentioned horizontal fastener is a strip of sheet, and two grooves are arranged on the lateral attitude with respect to connector.
Above-mentioned vertical fastener is a strip of sheet, and a row groove is arranged on the lengthwise position with respect to connector.
The assembled template of this composite heat insulation concrete wall, it is characterized in that: the assembled template of both sides is parallel to be oppositely arranged, and socket by connector, preset in every side assembled template and be connected with connector and body of wall two side templates are socketed the all-in-one-piece steel disc;
Its steel disc is the double rows of teeth doubling steel disc that cross section takes the shape of the letter U, two side plate edges of double rows of teeth doubling steel disc all are the double wedge shape, have the through hole that is connected with connector on the double wedge, pass through hole on the both sides double rows of teeth doubling steel disc, the assembled template of body of wall both sides is coupled together by connector;
Two connectors that will be connected the same row's double wedge of double rows of teeth doubling steel disc by horizontal fastener are along horizontal snapping, and two connectors that will be connected the same row's double wedge of double rows of teeth doubling steel disc by perpendicular fastener are along vertical snappings;
The mainboard of double rows of teeth doubling steel disc and assembled template one side surface are in same plane, and two side plates of double rows of teeth doubling steel disc stretch out the opposite side surface of assembled template.
Have a mind to effect: the present invention proposes heat insulating material is processed into stay in place formwork, after the walls concrete cast finishes, this template is not removed directly becomes the medial and lateral of body of wall insulation layer, make wall body structure concrete and wall insulating layer one-shot forming in structure construction, so not only omitted the step of independent construction heat-insulating layer but also omitted the construction sequence of removing wall form, provided cost savings greatly.Fix with connector between two one side formworks, each connector is fixed with horizontal fastener and vertical fastener, and mounting method is simple, quick, and size is accurate, helps increasing structural strength and stability, is of value to cracking resistance, antidetonation.The present invention makes the integrated design of body of wall, modularization production, installation.Build guality, duration can accurately be controlled, and the site operation dry operation makes concrete construction realize the batch production construction.Use this wall form, need not form removal, speed of application is fast, meets the energy saving building requirement, improves insulation, the sound insulation value of body of wall greatly.Heat insulation formwork system involved in the present invention has advantages such as insulation, sound insulation, waterproof, and factory makes, the on-the-spot installation, quick construction, advantage such as thickness of wall body is easy to adjust.
Description of drawings:
Fig. 1 is the assembling schematic diagram of assembled template;
Fig. 2 is the schematic diagram of assembled template skeleton;
Fig. 3 is the cross section structure schematic diagram of assembled template;
Fig. 4 is a double rows of teeth doubling steel disc cross-sectional structure schematic diagram;
Fig. 5 is that double rows of teeth doubling steel disc launches schematic diagram;
Fig. 6 is the schematic diagram of composite heat insulation concrete wall structure of the present invention.
Among the figure: 1-assembled template, 2-double rows of teeth doubling steel disc, 3-double wedge, 4-through hole, 5-preformed hole, 6-connector, 7-reinforcing rib, the horizontal fastener of 8-, the vertical fastener of 9-, 10-concrete, 11-reinforced mesh, 12-tongue-and-groove, 13-self-adhering-type fibrous mesh cloth, 14-first floor cement mortar, 15-wire lath, 16-second layer cement mortar, 17-outer coversheet, 18-internal surface layer, 19-rivet.
The specific embodiment:
It is the high-density polystyrene foamed plastics of 30KG/M3 that polystyrene heat-preservation material among the present invention can adopt density.
Referring to Fig. 1, the double rows of teeth doubling steel disc 2 that will be preset in the assembled template 1 by connector 6 couples together, to form two side templates of body of wall.There is tongue-and-groove 12 at the edge of assembled template.Can be connected by the tongue-and-groove mode between assembled template and the adjacent assembled template.The vertical abutment joint of different layers template staggers mutually.The length of assembled template is 900mm-1500mm, and the best is 1200mm; Height 250mm-600mm, the best is 300mm; Thickness is 40mm-60mm, and the best is 40mm, and the draw-in groove of fastener matches with the profile of connector anyhow.
Referring to Fig. 2,3,4, cage construction in the assembled template: two side plate edges of double rows of teeth doubling steel disc all are the double wedge shape, have the through hole 4 that is connected with connector on the double wedge 3, pass through hole on the both sides double rows of teeth doubling steel disc by connector 6, the assembled template of body of wall both sides is coupled together.Utilize horizontal fastener 8 will on same horizontal level, connect connector 6 snappings of one group of double rows of teeth doubling steel disc 2 of the same relative position of body of wall two side templates, the junction of its as close as possible connector in snapping position and double rows of teeth doubling steel disc.Utilize vertical fastener 9 will connect the connector snapping of one group of double rows of teeth doubling steel disc of the same relative position of body of wall two side templates on same vertical position, its snapping position is at the middle part of connector.
Referring to Fig. 1,2,3,4, the double rows of teeth doubling steel disc 2 that is preset in the template is vertical placement in template, a side of the mainboard of double rows of teeth doubling steel disc and template at grade, the side plate of double rows of teeth doubling steel disc stretches out template opposite side surface and is not less than 15mm.The side plate of double rows of teeth doubling steel disc can be the double wedge shape but not the side plate that connects, but this moment its opening portion base to the distance of double rows of teeth doubling steel disc base plate be not less than 15mm to guarantee the integral rigidity of double rows of teeth doubling steel disc.Double rows of teeth doubling steel disc mainboard middle part is provided with the preformed hole 5 that is used to squeeze into the linked network rivet along certain vertical spacing, and the position of the outstanding template surface of double rows of teeth doubling steel disc side plate is provided with and is used for the through hole 4 that connector passes.Referring to Fig. 5, the base plate of double rows of teeth doubling steel disc and the turnover position of side plate are provided with reinforcing rib 7.Spacing with the double rows of teeth doubling steel disc in a slice template is not more than 600mm, is not more than 300mm apart from the template dual-side, and each double rows of teeth doubling steel disc height is near the height of template, and its upper and lower end is not more than 50mm apart from the upper and lower horizontal sides of template.
When this wall form of construction, at first on building ground structure face, eject the body of wall sideline, alignd with the body of wall sideline of ejection in the outside of the every side template of body of wall; Height according to body of wall upwards splices template, notices during splicing that the vertical piece of levels template staggers, and the template of having located with both sides is connected to each other with connector simultaneously, with fastener anyhow connector is positioned then; Support system is installed in the outside at the every side template of body of wall; Template installs the back verification and adjusts the verticality of template; The cast wall concrete becomes one concrete and wall form; Treat to remove support system after walls concrete reaches the intensity of designing requirement.
The polystyrene heat-preservation material is made the in-situ concrete wall template system.This template system is made up of two one side formworks, some connectors and fixture.One side formwork is built-in with double rows of teeth doubling steel disc, and the ad-hoc location on the built-in double rows of teeth doubling steel disc has preformed hole 5, is respectively applied for fixed connecting piece and as the fixed point of inner, external wall facing basic unit rivet.
Two one side formworks are combined into the A set of wall template by connector 6, and the thickness of body of wall is by the connector control of different length.Fastener is divided into laterally and vertical two kinds, and laterally the effect of fastener 8 is location of fixed form connector and built-in double rows of teeth doubling steel disc.The effect of vertical fastener 9 is the vertical location between the fixed form connector.
Referring to Fig. 6, be provided with reinforced mesh 11 between the assembled template of both sides, by cast-in-situ concrete 10 assembled template and reinforced mesh are built up one, after the walls concrete cast finished, assembled template was not removed, and directly becomes the inside and outside insulation layer of body of wall.When using assembled template and making body of wall of the present invention, the lateral surface of body of wall can have following back-up coat successively: one deck self-adhering-type fibrous mesh cloth 13, in the outside brushing of self-adhering-type fibrous mesh cloth or spray first floor cement mortar 14, be fixed on the second layer cement mortar 16 of wire lath 15, the brushing of wire lath outside or the injection at double rows of teeth doubling steel disc preformed hole place with rivet 19, above-mentioned cement mortar is polymer cement mortar or fiber cement mortar.Above-mentioned wall form back-up coat outside connects outer coversheet 17 and internal surface layer 18.
Claims (10)
1. composite heat insulation concrete wall, polystyrene foam plastics assembled template by reinforced concrete wall and body of wall both sides is composited, it is characterized in that: the assembled template of both sides is parallel to be oppositely arranged, and socket by connector, preset in every side assembled template and be connected with connector and body of wall two side templates are socketed the all-in-one-piece steel disc;
Its steel disc is a double rows of teeth doubling steel disc, two side plate edges of double rows of teeth doubling steel disc all are the double wedge shape, have the through hole that is connected with connector on the double wedge, pass through hole on the both sides double rows of teeth doubling steel disc, the assembled template of body of wall both sides is coupled together by connector;
Two connectors that will be connected the same row's double wedge of double rows of teeth doubling steel disc by horizontal fastener are along horizontal snapping, and two connectors that will be connected the same row's double wedge of double rows of teeth doubling steel disc by perpendicular fastener are along vertical snappings;
The mainboard of double rows of teeth doubling steel disc and assembled template one side surface are in same plane, and two side plates of double rows of teeth doubling steel disc stretch out the opposite side surface of assembled template;
Be provided with reinforced mesh between the assembled template of both sides, by cast-in-situ concrete assembled template and reinforced mesh built up one, after the walls concrete cast finished, assembled template was not removed, and directly becomes the inside and outside insulation layer of body of wall.
2. composite heat insulation concrete wall as claimed in claim 1 is characterized in that: there is tongue-and-groove at the edge of above-mentioned assembled template, and the length of assembled template is 900mm-1500mm; Height 250mm-600mm; Thickness is 40mm-60mm.
3. composite heat insulation concrete wall as claimed in claim 1 is characterized in that: the cross section of above-mentioned double rows of teeth doubling steel disc is ∏ shape or U-shaped.
4. composite heat insulation concrete wall as claimed in claim 3 and assembled template thereof is characterized in that: there is reinforcing rib in the turnover bight of above-mentioned double rows of teeth doubling steel disc.
5. as claim 3 or 4 described composite heat insulation concrete walls, it is characterized in that: the length that two side plates of above-mentioned double rows of teeth doubling steel disc stretch out the opposite side surface of assembled template is not less than 15mm.
6. as claim 3 or 4 described composite heat insulation concrete walls, it is characterized in that: the mainboard of above-mentioned double rows of teeth doubling steel disc is along vertically being distributed with the preformed hole that is used to squeeze into the linked network rivet.
7. composite heat insulation concrete wall as claimed in claim 1 is characterized in that: above-mentioned connector is] shape, there is crotch at two ends.
8. composite heat insulation concrete wall as claimed in claim 1 is characterized in that: above-mentioned horizontal fastener is a strip of sheet, and two grooves are arranged on the lateral attitude with respect to connector.
9. composite heat insulation concrete wall as claimed in claim 1 is characterized in that: above-mentioned vertical fastener is a strip of sheet, and a row groove is arranged on the lengthwise position with respect to connector.
10. the assembled template of a composite heat insulation concrete wall, it is characterized in that: the assembled template of both sides is parallel to be oppositely arranged, and socket by connector, preset in every side assembled template and be connected with connector and body of wall two side templates are socketed the all-in-one-piece steel disc;
Its steel disc is the double rows of teeth doubling steel disc that cross section takes the shape of the letter U, two side plate edges of double rows of teeth doubling steel disc all are the double wedge shape, have the through hole that is connected with connector on the double wedge, pass through hole on the both sides double rows of teeth doubling steel disc, the assembled template of body of wall both sides is coupled together by connector;
Two connectors that will be connected the same row's double wedge of double rows of teeth doubling steel disc by horizontal fastener are along horizontal snapping, and two connectors that will be connected the same row's double wedge of double rows of teeth doubling steel disc by perpendicular fastener are along vertical snappings;
The mainboard of double rows of teeth doubling steel disc and assembled template one side surface are in same plane, and two side plates of double rows of teeth doubling steel disc stretch out the opposite side surface of assembled template.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2005102006164A CN1325734C (en) | 2005-10-17 | 2005-10-17 | Composite thermal insulation concrete wall and its assembled template |
| US11/550,171 US7757448B2 (en) | 2005-10-17 | 2006-10-17 | Assemblage concrete forms and method for manufacturing thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2005102006164A CN1325734C (en) | 2005-10-17 | 2005-10-17 | Composite thermal insulation concrete wall and its assembled template |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1766248A true CN1766248A (en) | 2006-05-03 |
| CN1325734C CN1325734C (en) | 2007-07-11 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2005102006164A Expired - Fee Related CN1325734C (en) | 2005-10-17 | 2005-10-17 | Composite thermal insulation concrete wall and its assembled template |
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| CN (1) | CN1325734C (en) |
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN100417776C (en) * | 2006-07-04 | 2008-09-10 | 朱秦江 | Integrally-cast mould-detachment-free concrete structure system and construction method thereof |
| CN100417775C (en) * | 2006-07-04 | 2008-09-10 | 朱秦江 | Integral mould-detachment-free casting system for concrete structure and construction method thereof |
| CN101654956B (en) * | 2008-08-18 | 2011-05-11 | 杨小平 | Support mould method for cast-in-situ wall bodies |
| CN102797307A (en) * | 2012-09-09 | 2012-11-28 | 初明进 | Connecting structure of prefabricated concrete wall body |
| CN103161303A (en) * | 2013-04-15 | 2013-06-19 | 深圳汇林达科技有限公司 | Vertical template system |
| CN103352586A (en) * | 2013-07-02 | 2013-10-16 | 烟台金田科技有限公司 | Modularization heat preservation wallboard and integrally-poured building house |
| CN103437465A (en) * | 2013-07-18 | 2013-12-11 | 杭州博数土木工程技术有限公司 | Double-layer corrugated steel plate and composite structure partition wall |
| CN103452209A (en) * | 2013-09-06 | 2013-12-18 | 中国建筑第八工程局有限公司 | Double-layer composite slat cast-in-situ internal parting wall structure |
| CN104674985A (en) * | 2015-01-19 | 2015-06-03 | 北京振利节能环保科技股份有限公司 | Non-dismantling die cast-in-place lightweight thermal insulation wall formboard, thermal insulation wall and construction method thereof |
| CN105484392A (en) * | 2016-01-13 | 2016-04-13 | 上海欧本钢结构有限公司 | Exterior wall cladding system integrating insulating layer, decorative layer and formwork and construction method thereof |
| CN106639070A (en) * | 2017-02-16 | 2017-05-10 | 青岛实大传伟节能科技有限公司 | Assembly-type double template inner connection set for cast-in-situ wall body |
| CN107313535A (en) * | 2017-08-23 | 2017-11-03 | 青岛中建联合建设工程有限公司 | A kind of assembled architecture wall |
| CN108951953A (en) * | 2018-08-27 | 2018-12-07 | 中国建筑第七工程局有限公司 | The Slidable mold vertically connected for precast wall body |
| CN112031208A (en) * | 2020-09-14 | 2020-12-04 | 温州砼程维禹科技有限公司 | Assembled composite wall |
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| FR2745315B1 (en) * | 1996-02-26 | 1998-05-15 | Dauron Francoise | PROCESS FOR PRODUCING A CONCRETE WALL CASTED BETWEEN TWO COLLABORATING WALLS AND MEANS FOR IMPLEMENTING THE PROCESS |
| WO2000045004A1 (en) * | 1999-01-28 | 2000-08-03 | Serge Meilleur | Concrete wall formwork module |
| EP1293623A1 (en) * | 2001-07-23 | 2003-03-19 | Manuela Schneider | Method and system for constructing buildings |
| CN2705528Y (en) * | 2004-04-23 | 2005-06-22 | 朱秦江 | Polystyrene heat insulation wall form work |
| CN1242135C (en) * | 2004-11-05 | 2006-02-15 | 朱秦江 | Composite heat insulation concrete shear wall structure system and its construction method |
| CN1242136C (en) * | 2004-11-05 | 2006-02-15 | 朱秦江 | Composite heat insulation concrete shear wall and its construction method |
| CN2732901Y (en) * | 2004-11-05 | 2005-10-12 | 朱秦江 | Single sided formwork for making 410mm polystyrene insulating wall |
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| CN100417775C (en) * | 2006-07-04 | 2008-09-10 | 朱秦江 | Integral mould-detachment-free casting system for concrete structure and construction method thereof |
| CN100417776C (en) * | 2006-07-04 | 2008-09-10 | 朱秦江 | Integrally-cast mould-detachment-free concrete structure system and construction method thereof |
| CN101654956B (en) * | 2008-08-18 | 2011-05-11 | 杨小平 | Support mould method for cast-in-situ wall bodies |
| CN102797307B (en) * | 2012-09-09 | 2015-12-02 | 初明进 | The syndeton of precast concrete wall |
| CN102797307A (en) * | 2012-09-09 | 2012-11-28 | 初明进 | Connecting structure of prefabricated concrete wall body |
| CN103161303A (en) * | 2013-04-15 | 2013-06-19 | 深圳汇林达科技有限公司 | Vertical template system |
| CN103161303B (en) * | 2013-04-15 | 2014-06-18 | 深圳汇林达科技有限公司 | Vertical template system |
| CN103352586A (en) * | 2013-07-02 | 2013-10-16 | 烟台金田科技有限公司 | Modularization heat preservation wallboard and integrally-poured building house |
| CN103352586B (en) * | 2013-07-02 | 2015-05-13 | 烟台金田科技有限公司 | Modularization heat preservation wallboard and integrally-poured building house |
| CN103437465A (en) * | 2013-07-18 | 2013-12-11 | 杭州博数土木工程技术有限公司 | Double-layer corrugated steel plate and composite structure partition wall |
| CN103452209A (en) * | 2013-09-06 | 2013-12-18 | 中国建筑第八工程局有限公司 | Double-layer composite slat cast-in-situ internal parting wall structure |
| CN103452209B (en) * | 2013-09-06 | 2015-11-18 | 中国建筑第八工程局有限公司 | Double-layer composite slat cast-in-situ internal partition wall structure |
| CN104674985A (en) * | 2015-01-19 | 2015-06-03 | 北京振利节能环保科技股份有限公司 | Non-dismantling die cast-in-place lightweight thermal insulation wall formboard, thermal insulation wall and construction method thereof |
| CN105484392A (en) * | 2016-01-13 | 2016-04-13 | 上海欧本钢结构有限公司 | Exterior wall cladding system integrating insulating layer, decorative layer and formwork and construction method thereof |
| CN106639070A (en) * | 2017-02-16 | 2017-05-10 | 青岛实大传伟节能科技有限公司 | Assembly-type double template inner connection set for cast-in-situ wall body |
| CN107313535A (en) * | 2017-08-23 | 2017-11-03 | 青岛中建联合建设工程有限公司 | A kind of assembled architecture wall |
| CN108951953A (en) * | 2018-08-27 | 2018-12-07 | 中国建筑第七工程局有限公司 | The Slidable mold vertically connected for precast wall body |
| CN108951953B (en) * | 2018-08-27 | 2024-03-19 | 中国建筑第七工程局有限公司 | Sliding type die for vertical connection of prefabricated wall body |
| CN112031208A (en) * | 2020-09-14 | 2020-12-04 | 温州砼程维禹科技有限公司 | Assembled composite wall |
| GB2625344A (en) * | 2022-12-14 | 2024-06-19 | Mitro Homes | Method of constructing a building and building elements |
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