CN2527615Y - Heat insulating bearing wall construction member need no removal of mould - Google Patents

Heat insulating bearing wall construction member need no removal of mould Download PDF

Info

Publication number
CN2527615Y
CN2527615Y CN 01279692 CN01279692U CN2527615Y CN 2527615 Y CN2527615 Y CN 2527615Y CN 01279692 CN01279692 CN 01279692 CN 01279692 U CN01279692 U CN 01279692U CN 2527615 Y CN2527615 Y CN 2527615Y
Authority
CN
China
Prior art keywords
heat
construction
bearing
removal
polyphenylacetylene
Prior art date
Application number
CN 01279692
Other languages
Chinese (zh)
Inventor
关云峰
周凤武
黄明好
艾文彬
周风斌
赵京兵
祖涛
汪金红
马小芸
阎书森
吕文升
李霞
Original Assignee
北京城建耐泰安建材有限责任公司
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 北京城建耐泰安建材有限责任公司 filed Critical 北京城建耐泰安建材有限责任公司
Priority to CN 01279692 priority Critical patent/CN2527615Y/en
Application granted granted Critical
Publication of CN2527615Y publication Critical patent/CN2527615Y/en

Links

Abstract

The utility model relates to a heat insulating bearing wall construction member which needs no removal of a mould. The utility model comprises steel wire network frame polyphenylacetylene heat-insulated boards. The utility model is characterized in that two steel wire network frame polyphenylacetylene heat-insulated boards are separately arranged on both sides of a pre-reserved wall body position, and the middle part is fixedly connected and integrated together by a tie reinforcement and a constructional reinforcement to form a three-dimensional reinforcement frame of which the two surfaces are provided with polyphenylacetylene heat-insulating layers. The surface of each of the polyphenylacetylene heat-insulating layers is a flat surface or a corrugated surface. The load-bearing skeleton and the two heat insulating layers of the construction member are prefabricated in advanced in a factory; the concrete wall is directly poured on a construction site, and the inner and the outer heat-insulating layers and the wall are formed by one time without need for making an additional heat-insulating layer and mounting or dismounting a form removal. Compared with the common reinforced concrete shearing force wall, the utility model reduces the fabrication cost by 9.81% with faster construction progress, and shortens the construction period by more than one fourth. The utility model can make the bearing wall of a building have good heat-insulating property, and saves energy and reduces consumption; the surface layer is not broken, and the engineering quality is ensured.

Description

Exempt from form removal heat-preserving load-bearing wall body construction

Technical field: the utility model relates to a kind of heat-preserving load-bearing wall body construction.

Background technology: the job practices of existing heat-preserving load-bearing body of wall is at the construction field (site) on formwork, assembling reinforcement, the cast coagulation, makes insulation layer, body of wall adopts exterior wall internal insulation or external wall outer insulation form, and heat preservation structural component is the steel wire net rack polystyrene thermal insulation plate of individual layer.On-the-spot open work program is many, and work high above the ground labour intensity is big, and industrialization degree is low, and is long in time limit, and wall thermal insulating and globality are bad, occur qualitative problems of construction such as crack, hollowing easily.

The utility model provides a kind of prefabricate form removal heat-preserving load-bearing wall body construction of exempting from, solve the problem that the on-the-spot open work program of wall construction is many, work high above the ground labour intensity is big, industrialization degree is low, long in time limit, strengthen insulation, heat-proof quality and the globality of body of wall, prevent crack, hollowing, improve workmanship.

The technical solution of the utility model: exempt from form removal heat-preserving load-bearing wall body construction, comprise the steel wire net rack polystyrene thermal insulation plate, it is characterized in that: place the two sides of reserving the body of wall position respectively by two steel wire net rack polystyrene thermal insulation plates, middle being fixedlyed connected with constructional reinforcement by tension rib is integral, and forming the two sides has polystyrene heat-preservation layer, the middle three-dimensional steel bar framework of reserving the body of wall position.

The surface of above-mentioned polystyrene heat-preservation layer is plane or corrugated surface.

Above-mentioned corrugated surface is even ripple or inhomogeneous ripple.

Gauge of wire is φ 2-φ 3.5 in the above-mentioned steel wire net rack polystyrene thermal insulation plate.

Constructional reinforcement diameter in the above-mentioned reservation body of wall position is φ 4-φ 20.

Constructional reinforcement in the above-mentioned reservation body of wall position is fixedlyed connected by horizontal bar, longitudinal rib and top muscle.

The spacing of horizontal bar, longitudinal rib is 50-300mm in the above-mentioned constructional reinforcement.

Beneficial effect:

Exempt from form removal heat-preserving load-bearing wall body construction inside and outside two-sided insulation layer is arranged, insulation, heat-proof quality improve greatly, the steel bar concrete load-carrying members that heat capacity is bigger are clipped between the double-layer heat insulation plate, avoid heat absorption and the heat transfer of steel bar concrete to indoor (outward), avoid heat bridge to reduce indoor local temperature, fully guarantee the reasonable utilization of the indoor energy, guarantee that indoor heat in winter (indoor cold air in summer) is difficult for scattering and disappearing, building heat dissipation total amount is reduced, reach purpose energy-conservation, consumption reduction.The big ups and downs that also can avoid major bearing structures to be subjected to outside temperature influence, and improve the durability of bearing wall.Steel concrete matrix in the body of wall and insulation layer and interior temperature almost are consistent, indoor steam is difficult on inside thermal conservation material forming condensate water or dewfall phenomenon, and the surface layer that can effectively prevent the inside thermal conservation material surface makes moist and peeling, hollowing, metachromatism.

Concrete substrate, double insulation and template integrated construction, once burn injection forming, anti-seismic performance is good, than brick mixed building, common brick from heavy and light, save a large amount of clay resources, fire prevention, insulation, heat insulation, sound insulation property are better than other bodies of wall, have reduced the structure reinforcing bars corrosion that carbonation of concrete causes, and have improved the durability of the outer body of wall of load-bearing.

This member load-bearing skeleton and double-layer heat insulation are prefabricated in advance in factory, the direct fluid concrete body of wall in job site, and inside and outside insulation layer and body of wall once survive, and make the site operation program simplification, reduce labour intensity, the raising suitability for industrialized production level of job site.The effect of insulation layer lifting plate is cast in the center with the steel concrete matrix during construction, need not to do in addition an insulation layer and a form removal, saves the expense that template drops into, and construction speed is fast, and the duration can shorten more than 1/4th, and winter construction can be saved the concrete curing material requested.Whole body of wall reduces cost 9.81% than plain bars coagulation shear wall.

Description of drawings:

Fig. 1 is a structural representation of the present utility model.

1-reserves body of wall position, 2-steel wire of internal layer rack waveform polystyrene thermal insulation plate, 3-cover wire rack waveform polystyrene thermal insulation plate, 4-horizontal bar, 5-longitudinal rib, 6-top muscle, 7-tension rib.

The specific embodiment:

Exempt from form removal heat-preserving load-bearing wall body construction, place the inside and outside two sides of reserving body of wall position 1 respectively by steel wire of internal layer rack polystyrene thermal insulation plate 2 and cover wire rack polystyrene thermal insulation plate 3, middle fixing integrally welded by tension rib 7 and constructional reinforcement, forming the two sides has polystyrene heat-preservation layer, the middle three-dimensional steel bar framework of reserving the body of wall position.

Gauge of wire is φ 2-φ 3.5 in the steel wire net rack polystyrene thermal insulation plate.Reserve constructional reinforcement in the body of wall position select for use I level, II grade reinforcing steel all can, diameter is φ 4-φ 20.The constructional reinforcement of reserving in the body of wall position is welded by horizontal bar 4, longitudinal rib 5 and top muscle 6, and bar space is 50-300mm, can increase the interval of diagonal bar or adjustment reinforcing bar as required.

The surface of polystyrene heat-preservation layer is plane or corrugated surface, and corrugated surface is even ripple or inhomogeneous ripple, and the distance of crest and trough and fluctuating quantity can suitably be regulated as required.The thickness of waveform polystyrene thermal insulation plate is 3-5cm, scantling: wide<1800mm, high for building floor height.

Claims (7)

1, a kind of form removal heat-preserving load-bearing wall body construction of exempting from, comprise the steel wire net rack polystyrene thermal insulation plate, it is characterized in that: place the two sides of reserving the body of wall position respectively by two steel wire net rack polystyrene thermal insulation plates, middle being fixedlyed connected with constructional reinforcement by tension rib is integral, and forming the two sides has polystyrene heat-preservation layer, the middle three-dimensional steel bar framework of reserving the body of wall position.
2, the form removal heat-preserving load-bearing wall body construction of exempting from according to claim 1, it is characterized in that: the surface of described polystyrene heat-preservation layer is plane or corrugated surface.
3, the form removal heat-preserving load-bearing wall body construction of exempting from according to claim 2, it is characterized in that: described corrugated surface is even ripple or inhomogeneous ripple.
4, the form removal heat-preserving load-bearing wall body construction of exempting from according to claim 1, it is characterized in that: gauge of wire is φ 2-φ 3.5 in the described steel wire net rack polystyrene thermal insulation plate.
5, the form removal heat-preserving load-bearing wall body construction of exempting from according to claim 1, it is characterized in that: the constructional reinforcement diameter in the described reservation body of wall position is φ 4-φ 20.
6, the form removal heat-preserving load-bearing wall body construction of exempting from according to claim 1, it is characterized in that: the constructional reinforcement in the described reservation body of wall position is fixedlyed connected by horizontal bar, longitudinal rib and top muscle.
7, the form removal heat-preserving load-bearing wall body construction of exempting from according to claim 1, it is characterized in that: the spacing of horizontal bar, longitudinal rib is 50-300mm in the described constructional reinforcement.
CN 01279692 2001-12-30 2001-12-30 Heat insulating bearing wall construction member need no removal of mould CN2527615Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 01279692 CN2527615Y (en) 2001-12-30 2001-12-30 Heat insulating bearing wall construction member need no removal of mould

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 01279692 CN2527615Y (en) 2001-12-30 2001-12-30 Heat insulating bearing wall construction member need no removal of mould

Publications (1)

Publication Number Publication Date
CN2527615Y true CN2527615Y (en) 2002-12-25

Family

ID=33682864

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 01279692 CN2527615Y (en) 2001-12-30 2001-12-30 Heat insulating bearing wall construction member need no removal of mould

Country Status (1)

Country Link
CN (1) CN2527615Y (en)

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101831973A (en) * 2010-04-01 2010-09-15 钱勇 Heat-insulated wall panel formed by integrally casting reinforced concrete
CN102465570A (en) * 2010-11-18 2012-05-23 史世英 Novel insulation board and use method thereof
CN103174241A (en) * 2013-02-03 2013-06-26 株洲博尔曼科技发展有限公司 Prefabricated superimposition thermal insulating wall and construction method thereof
CN104018602A (en) * 2014-03-21 2014-09-03 北京工业大学 Foamed concrete I-shaped energy-saving load bearing wall with externally covered steel wire mesh mortar boards and manufacturing method of load bearing wall
CN104153493A (en) * 2014-08-29 2014-11-19 中国建筑第八工程局有限公司 Concrete shear wall structure based on 3D printing and construction method of concrete shear wall structure
CN104278773A (en) * 2014-10-29 2015-01-14 成都绿建科技有限公司 Heat-preservation structurally integrated wall and manufacture process thereof
CN104775621A (en) * 2015-04-23 2015-07-15 奥克森(北京)新材料科技有限公司 Building formwork constructing method
CN105484387A (en) * 2014-09-21 2016-04-13 河南龙成重型钢结构有限公司 Steel structure shear wall structure system
CN106661881A (en) * 2015-02-09 2017-05-10 泰盈皮克姆株式会社 Safety-enhanced pc truss wall structure, and underground-structure construction method using same
CN107060154A (en) * 2017-01-09 2017-08-18 杨录 Wall pours forming method and pours shaping wall
CN107246080A (en) * 2017-07-04 2017-10-13 上海悦钦建筑安装工程有限公司 One kind insulation wall construction method

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101831973A (en) * 2010-04-01 2010-09-15 钱勇 Heat-insulated wall panel formed by integrally casting reinforced concrete
CN102465570A (en) * 2010-11-18 2012-05-23 史世英 Novel insulation board and use method thereof
CN103174241A (en) * 2013-02-03 2013-06-26 株洲博尔曼科技发展有限公司 Prefabricated superimposition thermal insulating wall and construction method thereof
CN104018602A (en) * 2014-03-21 2014-09-03 北京工业大学 Foamed concrete I-shaped energy-saving load bearing wall with externally covered steel wire mesh mortar boards and manufacturing method of load bearing wall
CN104153493A (en) * 2014-08-29 2014-11-19 中国建筑第八工程局有限公司 Concrete shear wall structure based on 3D printing and construction method of concrete shear wall structure
CN105484387A (en) * 2014-09-21 2016-04-13 河南龙成重型钢结构有限公司 Steel structure shear wall structure system
CN104278773A (en) * 2014-10-29 2015-01-14 成都绿建科技有限公司 Heat-preservation structurally integrated wall and manufacture process thereof
CN106661881A (en) * 2015-02-09 2017-05-10 泰盈皮克姆株式会社 Safety-enhanced pc truss wall structure, and underground-structure construction method using same
CN104775621A (en) * 2015-04-23 2015-07-15 奥克森(北京)新材料科技有限公司 Building formwork constructing method
CN107060154A (en) * 2017-01-09 2017-08-18 杨录 Wall pours forming method and pours shaping wall
CN107246080A (en) * 2017-07-04 2017-10-13 上海悦钦建筑安装工程有限公司 One kind insulation wall construction method

Similar Documents

Publication Publication Date Title
CN204804044U (en) House with equipment of three -dimensional light steel frame structure composite sheet module
CN101691784B (en) Steel structured wide-bay energy-saving residential building with gypsum walls and on-site layering and sectioning manufacturing method
CN103821276B (en) A kind of assembled, modular architectural system
CN2592751Y (en) Light reinforced concrete dense-rib sandwich board
CN103225360A (en) Light and heat insulation roof board or floor slab
CN101845852B (en) Light-steel light-concrete structural system and construction method thereof
CN102797308A (en) Novel self-insulating constructional column
CN2823386Y (en) Energy saving building external protection structure composite heat insulation wall
CN201695562U (en) Novel FRP composite rebar concrete slab
CN106121086B (en) A kind of practice of the connecting structure of concrete-filled steel square tubular column with otic placode and fabricated shear wall
CN203583768U (en) Double-blade steel wire net concrete sandwich composite heat-insulation external wall panel
CN2307854Y (en) Energy-saving side fascia with thermal insulating layer
CN2695539Y (en) Rib sandwich precast slab
CN204826348U (en) Compound floor board of three -dimensional light steel frame structure
CN103938791A (en) Novel prefabricated wall plate and building external wall assembled by same
CN1234948C (en) Composite antiseismic heat-insulating wall with support layer and outer protective reinforced concrete layer
CN103015747B (en) Full-assembled integral pouring composite house and construction method thereof
CN1366116A (en) Technology for building house with slab-type structure
CN201202189Y (en) Light concrete keel light board wall
CN2527614Y (en) Heat insulating bearing wall body need no removal of mould
CN1079475C (en) New technology for form-stripping free cast-in-situ thermal-insulated load-bearing wall
CN100336988C (en) Combination type steel net frame and concrete composite block, and method of making same
US9340975B2 (en) Method of casting in-situ ferrocement ribbed slab with spliced rack and suspended formwork
CN202023275U (en) Cold bent thin wall section steel bearing wall body structure
CN106836629A (en) A kind of pre-stress concrete groove profile compound air core

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C19 Lapse of patent right due to non-payment of the annual fee
CF01 Termination of patent right due to non-payment of annual fee