CN203583768U - Double-blade steel wire net concrete sandwich composite heat-insulation external wall panel - Google Patents

Double-blade steel wire net concrete sandwich composite heat-insulation external wall panel Download PDF

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Publication number
CN203583768U
CN203583768U CN201320798757.0U CN201320798757U CN203583768U CN 203583768 U CN203583768 U CN 203583768U CN 201320798757 U CN201320798757 U CN 201320798757U CN 203583768 U CN203583768 U CN 203583768U
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China
Prior art keywords
steel wire
insulation
concrete plate
external wall
plate
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Expired - Fee Related
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CN201320798757.0U
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Chinese (zh)
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刘爱民
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刘爱民
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Priority to CN201320798757.0U priority Critical patent/CN203583768U/en
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Abstract

The utility model provides a double-blade steel wire net concrete sandwich composite heat-insulation external wall panel belonging to the technical field of wall panels. According to the double-blade steel wire net concrete sandwich composite heat-insulation external wall panel, an inner blade concrete plate is arranged on one side of an extruded plate; an outer blade concrete plate is arranged on the other side of the extruded plate; an inner blade concrete plate steel wire sheet is arranged in the inner blade concrete plate; an outer blade concrete plate steel wire sheet is arranged in the outer blade concrete plate; the peripheries of the inner blade concrete plate steel wire sheet and the outer blade concrete plate steel wire sheet are connected with steel wire embedding pieces; plate end welding embedding pieces are arranged at the two ends of the inner blade concrete plate and the outer blade concrete plate. The double-blade steel wire net concrete sandwich composite heat-insulation external wall panel provided by the utility model is an integrated heat-insulation wall panel integrating the advantages of the inner heat insulation of an external wall and the outer heat insulation of an outer wall, namely a heat-insulation sandwich layer is arranged between the internal wall and the external wall so as to realize complete heat insulation of a wall body. The composite heat-insulation external wall panel is applicable to a steel bar concrete framework and a steel-structure framework building envelope structure, which have the earthquake fortification intensity being 7 degrees and the height being less than 50m. The composite heat-insulation external wall panel can meet the 65% heat-insulation and energy-saving requirements.

Description

A kind of double leaf steel wire net rack concrete sandwich composite thermal-insulation external wall panel
Technical field
The utility model relates to a kind of double leaf steel wire net rack concrete sandwich composite thermal-insulation external wall panel, belongs to wallboard technical field.
Background technology
In recent years, energy-saving building technology becomes the hot research problem of global concern.There are some researches show: building accounts for 35%-49% of building overall heat consumption by exterior wall dispersed heat.Therefore, the conservation measures of reinforcement peripheral structure is particularly important.Traditional wall insulation form has two kinds of interior insulation, outer insulations.But interior insulation has interior exterior wall joint " cold (heat) bridge " to be difficult to thoroughly solve, heat insulating material thermal expansion easily causes the hollowing cracking of interior heat insulation system, veneerer is easy to crack, be not easy to the problems such as secondary decoration, outer heat preservation technology is again due to the restriction of its technical foundation, as be subject to the impact etc. of sunlight, freeze thawing circulation and atmosphere pollution, and determined about the approximately 15 years application life of insulation layer structure, even shorter.
Summary of the invention
The purpose of this utility model is the problem existing in order to solve above-mentioned prior art, and traditional wall insulation form has two kinds of interior insulation, outer insulations.But interior insulation has interior exterior wall joint " cold (heat) bridge " to be difficult to thoroughly solve, heat insulating material thermal expansion easily causes the hollowing cracking of interior heat insulation system, veneerer is easy to crack, be not easy to the problems such as secondary decoration, outer heat preservation technology is again due to the restriction of its technical foundation, as be subject to the impact etc. of sunlight, freeze thawing circulation and atmosphere pollution, and determined about the approximately 15 years application life of insulation layer structure, even shorter.And then provide a kind of double leaf steel wire net rack concrete sandwich composite thermal-insulation external wall panel.
The purpose of this utility model is achieved through the following technical solutions:
A kind of double leaf steel wire net rack concrete sandwich composite thermal-insulation external wall panel, comprise: internal lobe concrete plate, extruded sheet, siphonal lobe concrete plate, internal lobe concrete slab net sheet, siphonal lobe concrete slab net sheet, plate end welding embedded element and steel mesh embedded part, described internal lobe concrete plate is arranged on a side of extruded sheet, siphonal lobe concrete plate is arranged on the opposite side of extruded sheet, internal lobe concrete slab net sheet is arranged in internal lobe concrete plate, siphonal lobe concrete slab net sheet is arranged in siphonal lobe concrete plate, the periphery of internal lobe concrete slab net sheet and siphonal lobe concrete slab net sheet is all connected with steel mesh embedded part, the two ends of internal lobe concrete plate and siphonal lobe concrete plate are equipped with plate end welding embedded element.
The utility model is a kind of heat-insulation wall plate that integrates gentle both advantages of External Thermal Insulation Technology for External of exterior wall insulating, between interior wall and exterior wall, adds the thorough insulation that heat preservation sandwich layer is realized body of wall.The utility model composite thermal-insulation external wall panel is applicable to seismic fortification intensity 7 degree, is highly less than reinforced concrete frame, the steel structure frame peripheral structure of 50m.Wallboard self overall performance is good, has very big distortion and energy dissipation capacity under horizontal loads, and easily realizes and being connected with the reliable of agent structure, guarantees body of wall and agent structure collaborative work, the loss that can effectively prevent seismic damage to cause.This wallboard adopts prefabrication, and on-the-spot installation, has good, the fireballing advantage of construction quality.This wallboard meets energy-conservation 65% requirement in severe cold area.Prefabricated thermal insulation compound external wall panel can not only meet 65% heat preservation energy-saving requirement, and because the disadvantages such as body of wall, window frame, outdoor tile and heat insulating material can integral type be produced, and the window frame that traditional architecture often has leaks, heat-insulating property is not good also can be readily solved.Simultaneously, because suitability for industrialized production has all been moved into factory by " wet trade " of a large amount of strong noises, high pollution, the building waste of job site, sewage, noise, pernicious gas and dust greatly reduce, thereby be conducive to realize energy-conserving and environment-protective, reduce to greatest extent the impact of building operations on surrounding enviroment.
Accompanying drawing explanation
Fig. 1 is the structural representation (corner) of the utility model double leaf steel wire net rack concrete sandwich composite thermal-insulation external wall panel;
Fig. 2 is the structural representation (straight plate) of the utility model double leaf steel wire net rack concrete sandwich composite thermal-insulation external wall panel;
Fig. 3 is the structural representation of internal lobe concrete slab net sheet 4 or siphonal lobe concrete slab net sheet 5.
The specific embodiment
Below in conjunction with accompanying drawing, the utility model is described in further detail: the present embodiment is implemented take technical solutions of the utility model under prerequisite, provided detailed embodiment, but protection domain of the present utility model is not limited to following embodiment.
As shown in FIG. 1 to 3, a kind of double leaf steel wire net rack concrete sandwich composite thermal-insulation external wall panel that the present embodiment is related, comprise: internal lobe concrete plate 1, extruded sheet 2, siphonal lobe concrete plate 3, internal lobe concrete slab net sheet 4, siphonal lobe concrete slab net sheet 5, plate end welding embedded element 6 and steel mesh embedded part 7, described internal lobe concrete plate 1 is arranged on a side of extruded sheet 2, siphonal lobe concrete plate 3 is arranged on the opposite side of extruded sheet 2, internal lobe concrete slab net sheet 4 is arranged in internal lobe concrete plate 1, siphonal lobe concrete slab net sheet 5 is arranged in siphonal lobe concrete plate 3, the periphery of internal lobe concrete slab net sheet 4 and siphonal lobe concrete slab net sheet 5 is all connected with steel mesh embedded part 7, the two ends of internal lobe concrete plate 1 and siphonal lobe concrete plate 3 are equipped with plate end welding embedded element 6.
The thickness of described internal lobe concrete plate 1 is 60mm.
The thickness of described siphonal lobe concrete plate 3 is 100mm.
Described extruded sheet 2(XPS) thickness is 140mm.
The above; it is only the preferably specific embodiment of the utility model; these specific embodiment are all the different implementations based under the utility model general idea; and protection domain of the present utility model is not limited to this; anyly be familiar with those skilled in the art in the technical scope that the utility model discloses; the variation that can expect easily or replacement, within all should being encompassed in protection domain of the present utility model.Therefore, protection domain of the present utility model should be as the criterion with the protection domain of claims.

Claims (4)

1. a double leaf steel wire net rack concrete sandwich composite thermal-insulation external wall panel, comprise: internal lobe concrete plate (1), extruded sheet (2), siphonal lobe concrete plate (3), internal lobe concrete slab net sheet (4), siphonal lobe concrete slab net sheet (5), plate end welding embedded element (6) and steel mesh embedded part (7), it is characterized in that, described internal lobe concrete plate (1) is arranged on a side of extruded sheet (2), siphonal lobe concrete plate (3) is arranged on the opposite side of extruded sheet (2), internal lobe concrete slab net sheet (4) is arranged in internal lobe concrete plate (1), siphonal lobe concrete slab net sheet (5) is arranged in siphonal lobe concrete plate (3), the periphery of internal lobe concrete slab net sheet (4) and siphonal lobe concrete slab net sheet (5) is all connected with steel mesh embedded part (7), the two ends of internal lobe concrete plate (1) and siphonal lobe concrete plate (3) are equipped with plate end welding embedded element (6).
2. double leaf steel wire net rack concrete sandwich composite thermal-insulation external wall panel according to claim 1, is characterized in that, the thickness of described internal lobe concrete plate (1) is 60mm.
3. double leaf steel wire net rack concrete sandwich composite thermal-insulation external wall panel according to claim 1, is characterized in that, the thickness of described siphonal lobe concrete plate (3) is 100mm.
4. double leaf steel wire net rack concrete sandwich composite thermal-insulation external wall panel according to claim 1, is characterized in that, the thickness of described extruded sheet (2) is 140mm.
CN201320798757.0U 2013-12-09 2013-12-09 Double-blade steel wire net concrete sandwich composite heat-insulation external wall panel Expired - Fee Related CN203583768U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201320798757.0U CN203583768U (en) 2013-12-09 2013-12-09 Double-blade steel wire net concrete sandwich composite heat-insulation external wall panel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201320798757.0U CN203583768U (en) 2013-12-09 2013-12-09 Double-blade steel wire net concrete sandwich composite heat-insulation external wall panel

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CN203583768U true CN203583768U (en) 2014-05-07

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104405074A (en) * 2014-11-21 2015-03-11 郭玉林 Energy-saving anti-seismic building board and construction method thereof
CN104533012A (en) * 2014-12-17 2015-04-22 黄军海 Bearable light plate as well as manufacturing method, combined wallboard and house thereof
CN104847044A (en) * 2015-04-28 2015-08-19 清华大学建筑设计研究院有限公司 Prefabricated concrete steel wire net rack sandwiched curtain wall and installation method thereof
CN105040853A (en) * 2015-07-02 2015-11-11 山东省建设科技与产业化中心 Composite heat-insulation plate cast-in-place concrete sandwiched wall structure
CN108643396A (en) * 2018-03-19 2018-10-12 北京工业大学 Assembled built-in heat insulation layer foamed concrete composite wall-light steel frame connecting node

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104405074A (en) * 2014-11-21 2015-03-11 郭玉林 Energy-saving anti-seismic building board and construction method thereof
CN104533012A (en) * 2014-12-17 2015-04-22 黄军海 Bearable light plate as well as manufacturing method, combined wallboard and house thereof
CN104847044A (en) * 2015-04-28 2015-08-19 清华大学建筑设计研究院有限公司 Prefabricated concrete steel wire net rack sandwiched curtain wall and installation method thereof
CN104847044B (en) * 2015-04-28 2017-11-28 清华大学建筑设计研究院有限公司 Precast concrete steel wire net rack sandwich curtain wall and its installation method
CN105040853A (en) * 2015-07-02 2015-11-11 山东省建设科技与产业化中心 Composite heat-insulation plate cast-in-place concrete sandwiched wall structure
CN108643396A (en) * 2018-03-19 2018-10-12 北京工业大学 Assembled built-in heat insulation layer foamed concrete composite wall-light steel frame connecting node
CN108643396B (en) * 2018-03-19 2019-10-29 北京工业大学 Assembled built-in heat insulation layer foamed concrete composite wall-light steel frame connecting node

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C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20140507

Termination date: 20171209