CN203499052U - Broken-bridge self-insulation filler wall for building - Google Patents

Broken-bridge self-insulation filler wall for building Download PDF

Info

Publication number
CN203499052U
CN203499052U CN201320610725.3U CN201320610725U CN203499052U CN 203499052 U CN203499052 U CN 203499052U CN 201320610725 U CN201320610725 U CN 201320610725U CN 203499052 U CN203499052 U CN 203499052U
Authority
CN
China
Prior art keywords
building
steel wire
core
wall
layer
Prior art date
Legal status (The legal status 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 status listed.)
Expired - Fee Related
Application number
CN201320610725.3U
Other languages
Chinese (zh)
Inventor
卫峰
张军
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN201320610725.3U priority Critical patent/CN203499052U/en
Application granted granted Critical
Publication of CN203499052U publication Critical patent/CN203499052U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Building Environments (AREA)

Abstract

The utility model relates to a building wall, in particular to a broken-bridge self-insulation filler wall for a building. The problems that an existing filler wall is poor in heat insulation effect and unreliable in framework connection, and a secondary heat insulation structure needs to be added are solved. The broken-bridge self-insulation filler wall for the building comprises an inner side concrete layer, an outer side concrete layer and a steel wire mesh frame insulation core layer, wherein the steel wire mesh frame insulation core layer comprises an expanded perlite core layer, steel wire meshes and frameworks inside the core, the ends of the frameworks inside the core are connected, the steel wire meshes and the frameworks inside the core are made of PVC-coated steel wires, and the frameworks inside the core and the steel wire meshes are connected through U-shaped metal clamps or C-shaped metal clamps. The structure is simple, the design is reasonable, manufacturing is convenient, the heat insulation effect is good, the construction procedure that secondary heat insulation processing is carried out on an existing wall is omitted, the heat insulation effect of a partition is improved, anti-earthquake performance of the building is improved, the construction cost is reduced, the construction period is shortened, the usable area is increased, and above all, green building development and construction industrialization development of China can be constructively promoted.

Description

A kind of bridge cut-off self-heat conserving infilled wall for building
Technical field
The utility model relates to a kind of construction wall, is specially a kind of bridge cut-off self-heat conserving infilled wall for building.
Background technology
Along with carrying out of China's energy saving policy, building energy conservation is also proposed to higher requirement.In building construction process, carried out energetically at present External Thermal Insulation Technology for External, but current thermal insulation system engineering, mostly rest on the body of wall basis of having completed, take in addition the way of secondary insulation, like this, one side long construction period, prior reason is to have increased building costs in addition, how to develop and integrate multi-functional, and to remove the working procedure of doing again secondary insulation from be the starting point of this programme.Heat insulating material conventional in engineering adopts extruded sheet more, polyphenyl plate, and rock cotton board, phenolic board, fly ash building block etc., product category is abundanter, but extruded sheet, phenolic board fireproof performance are poor, during construction cutting, easily produce the spittle, and contaminated environment, impact are breathed; Rock cotton board water imbibition is poor, during construction cutting, easily produces the short fiber spittle, contaminated environment, difficult construction.And these products are all more difficult aspect quality control, some material, application life is short, can not with the same life-span of building.
Infilled wall is with building blocks such as fly ash aerated, hollow brick in the market, if reach national 65% energy conservation standard, just must increase its thickness or do secondary insulation, can increase load to building like this, and affect building effective area, increase building costs, and construction period extends.And in the market steel wire net rack sandwich partition wall of the same type owing to all having adopted common galvanized steel wire netting to support and two-sided enclosed structure as skeleton, the coefficient of thermal conductivity of steel wire is 80W/mK, coefficient of thermal conductivity is high, and have a strong impact on heat insulating effect, not even as the heat insulating effect of common brick wall.In addition, between zinc-coated wire in the molding polyphenyl plate galvanized steel wire netting sheet surperficial with it, use spot welding to be connected, common spot welding is because production, transportation, on-site cutting are easy to cause weld sealing-off, have a strong impact on production efficiency and efficiency of construction, and some sandwiched plates is while adopting as organic materials such as polyphenyl plate, have disaster hidden-trouble, and sandwich inner frame is not continuous triangle shape, shock resistance is poor, can not meet exterior wall instructions for use.The partition wall of other types is as excessive in GRC plate, hollow cement board, deadweight, and compressive strength is low, and heat preservation and soundproof poor performance can not effectively improve Antiseismic building performance.All do not meet national energy-saving environmental protection policy.
Summary of the invention
In order to solve, existing building is high with infilled wall coefficient of thermal conductivity, heat insulating effect is poor, skeleton connection is unreliable for the utility model, need the problems such as increase secondary insulation construction, provides a kind of bridge cut-off self-heat conserving infilled wall for building.
The utility model is realized by the following technical solutions: a kind of bridge cut-off self-heat conserving infilled wall for building, comprise inner side layer of concrete, outside layer of concrete and be coated on the steel wire net rack thermal insulation clamp sandwich layer between inner side layer of concrete and outside layer of concrete, described steel wire net rack thermal insulation clamp sandwich layer contains expanded perlite sandwich, be set up on expanded perlite sandwich, the in-core skeleton of the steel fabric sheet of soffit and some insert continually expanded perlite sandwiches, expanded perlite sandwich is stretched out at in-core skeleton two ends, and end is connected with in-core skeleton respectively, innovative point of the present utility model is that described steel fabric sheet adopts PVC plastic coating steel wire to make.Described PVC plastic coating steel wire is existing well known materials, there is good mechanical property, abrasion resistance and outstanding rotproofness, application life is longer, the more important thing is that the steel fabric sheet that adopts PVC plastic coating steel wire to make can effectively stop heat transfer effect, reduce the thermal transmittance of heat-preserving wall, and anticorrosive, antiageing effect is better.
In order to optimize the structure of this infilled wall, improve its function, the utility model has also carried out following structure design:
Described in-core skeleton is V-shaped, and adopts PVC plastic coating steel wire to make, and the utility model adopts V-type PVC plastic coating steel wire to replace common V-type zinc-coated wire to do bridge cut-off and processes, can further stop infilled wall heat transfer effect, reduce the thermal transmittance of body of wall, and anticorrosive, and antiageing effect is better.
Between described in-core skeleton two ends and steel fabric sheet, adopt U-shaped metal card or C type metal card to be connected.Described U-shaped metal card or C type metal card are existing known products, its structure and using method are known for the public, and this kind of connected mode replaces spot welding to connect for the utility model, can site operation convenient, increase work efficiency, also can avoid the existing problems of spot welding.
Compared with prior art, the utility model is simple in structure, reasonable in design, easy to make, good effect of heat insulation, removed the working procedure of doing secondary insulation on existing body of wall basis from, solve the problem that existing infilled wall metallic framework heat is transmitted, improved partition wall heat insulation effect of heat insulation, improved Antiseismic building performance, reduce building costs, shorten construction period, increase effective area, the most important thing is to actively push forward national green building, industrialization of construction industry development.
Accompanying drawing explanation
Fig. 1 is longitudinal sectional view of the present utility model;
In figure: layer of concrete inside 1-; Layer of concrete outside 2-; 3-expanded perlite sandwich; 4-steel fabric sheet; 5-in-core skeleton; 6-U type metal card or C type metal card.
The specific embodiment
A kind of bridge cut-off self-heat conserving infilled wall for building, as shown in Figure 1, comprise inner side layer of concrete 1, outside layer of concrete 2 and be coated on the steel wire net rack thermal insulation clamp sandwich layer between inner side layer of concrete and outside layer of concrete, described steel wire net rack thermal insulation clamp sandwich layer contains expanded perlite sandwich 3, is set up in the steel fabric sheet 4 on the upper and lower surface of expanded perlite sandwich and the in-core skeleton 5 of some insert continually expanded perlite sandwiches, in-core skeleton 5 is V-shaped, and adopts PVC plastic coating steel wire to make.Expanded perlite sandwich is stretched out at in-core skeleton two ends, and end is connected with in-core skeleton respectively, and steel fabric sheet 4 adopts PVC plastic coating steel wires to make.Between in-core skeleton 5 two ends and steel fabric sheet 4, adopt U-shaped metal card or C type metal card 6 to be connected.
During concrete making, comprise the following steps:
1, make bridge cut-offsteel wire net rack thermal insulation clamp sandwich layer
1.1:pVC plastic coating steel wire is converted into continuous V-shaped with bender, and spacing is 100mm, and width is 70-220mm, and length is 1200mm or 2400mm.PVC plastic coating steel wire string diameter requirement >=2-5mm, PVC insulating layer average thickness >=2mm.
:the continuous V-shaped plastic coating steel wire skeleton of rolling well is vertically inserted in mould preformed groove.Note keeping skeleton vertical.
,preparation aggregate
18-30 object expanded perlite is promoted in rotary mixer with elevator, and expanded perlite requires unit weight≤250kg/m3.
:preparation cementitious material.
:the ratio of joining 50 kilograms of cementitious material according to every cube of aggregate stirs cementitious material and the aggregate of uniform sprinkling with rotary mixer, mixing time must not, lower than 10 minutes, fully wrap up and expanded perlite surface cementitious material.
:by mixed material with tape transport to having inserted cold moudling in the mould of continuous V-shaped plastic coating steel wire skeleton.Can require this specification in 4 of compacting 50mm, 100mm, 150mm, 200mm according to design drawing.
:steam-cured 6 hours, curing room required humidity 70-80%, temperature 70-80 ℃.
:dry in the shade 72 hours, the demoulding.
:with U-shaped metal card or C type metal card by PVC Clad Steel silk screen sheet two-sided connection of continuous V-shaped plastic-coated skeleton with in-core, bridge cut-offsteel wire net rack thermal insulation clamp sandwich layer completes.PVC Clad Steel silk screen sheet requires string diameter 2-5mm, PVC thickness of insulating layer >=2mm.
,fixing embedded U-shaped structural member on inner core: structural member is connected for body of wall and body of wall, ground, beam, post.Pre-buried structure part is connected firmly with C type or U-shaped metal card and inner core, the spacing≤20mm between structural member.
,on inner core, according to design drawing, require fixedly box at the bottom of pre-embedded pipe, require end box outward the distance of facade and core surface be 30mm.
,according to drawing requirement, advise assembled mould.
,mold bottom is laid alkaline-resisting grid cloth, (grid cloth requires every square meter weight>=200g)
6,perfusion C30 pea gravel concreten vibrations (1200 beats/min of vibration frequencies) in mould, the inner side layer of concrete that formation thickness is 30mm.
,lay bridge cut-offsteel wire net rack thermal insulation clamp sandwich layer, according to the inner core (50mm, 100mm, 150mm, 200mm) of energy-conservation requirement laying different-thickness.
,perfusion C30 pea gravel concreten vibrations (1200 beats/min of vibration frequencies) in mould, the outside layer of concrete that formation thickness is 30mm.
,natural curing 28 days.
expanded perlite performance indications
Figure DEST_PATH_IMAGE001
pVC plastic coating steel wire performance indications
Figure 615856DEST_PATH_IMAGE002
Bridge cut-off self-heat conserving infilled wall physical performance index for building
Figure 719947DEST_PATH_IMAGE004

Claims (3)

1. a bridge cut-off self-heat conserving infilled wall for building, comprise inner side layer of concrete (1), outside layer of concrete (2) and be coated on the steel wire net rack thermal insulation clamp sandwich layer between inner side layer of concrete and outside layer of concrete, described steel wire net rack thermal insulation clamp sandwich layer contains expanded perlite sandwich (3), be set up on expanded perlite sandwich, the in-core skeleton (5) of the steel fabric sheet of soffit (4) and some insert continually expanded perlite sandwiches, expanded perlite sandwich is stretched out at in-core skeleton two ends, and end is connected with in-core skeleton respectively, it is characterized in that described steel fabric sheet (4) adopts PVC plastic coating steel wire to make.
2. a kind of bridge cut-off self-heat conserving according to claim 1 infilled wall for building, is characterized in that in-core skeleton (5) is V-shaped, and adopts PVC plastic coating steel wire to make.
3. a kind of bridge cut-off self-heat conserving according to claim 1 and 2 infilled wall for building, is characterized in that adopting U-shaped metal card or C type metal card (6) to be connected between in-core skeleton (5) two ends and steel fabric sheet (4).
CN201320610725.3U 2013-09-30 2013-09-30 Broken-bridge self-insulation filler wall for building Expired - Fee Related CN203499052U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201320610725.3U CN203499052U (en) 2013-09-30 2013-09-30 Broken-bridge self-insulation filler wall for building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201320610725.3U CN203499052U (en) 2013-09-30 2013-09-30 Broken-bridge self-insulation filler wall for building

Publications (1)

Publication Number Publication Date
CN203499052U true CN203499052U (en) 2014-03-26

Family

ID=50330044

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201320610725.3U Expired - Fee Related CN203499052U (en) 2013-09-30 2013-09-30 Broken-bridge self-insulation filler wall for building

Country Status (1)

Country Link
CN (1) CN203499052U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104878843A (en) * 2015-03-26 2015-09-02 四川帕沃可矿物纤维制品有限公司 Insulation board for building partitions
CN106013483A (en) * 2016-07-18 2016-10-12 济南城通保温工程有限公司 Template type A-level fireproofing insulation board as well as manufacturing and construction processes thereof
CN107816148A (en) * 2017-12-08 2018-03-20 中冶建筑研究总院有限公司 A kind of combined wall using three-dimensional steel wire
CN109441002A (en) * 2018-09-14 2019-03-08 南京理工大学 A kind of no heat bridge silicate haydite wall board structure and preparation method thereof

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104878843A (en) * 2015-03-26 2015-09-02 四川帕沃可矿物纤维制品有限公司 Insulation board for building partitions
CN106013483A (en) * 2016-07-18 2016-10-12 济南城通保温工程有限公司 Template type A-level fireproofing insulation board as well as manufacturing and construction processes thereof
CN107816148A (en) * 2017-12-08 2018-03-20 中冶建筑研究总院有限公司 A kind of combined wall using three-dimensional steel wire
CN109441002A (en) * 2018-09-14 2019-03-08 南京理工大学 A kind of no heat bridge silicate haydite wall board structure and preparation method thereof

Similar Documents

Publication Publication Date Title
CN203499052U (en) Broken-bridge self-insulation filler wall for building
CN103437439B (en) A kind of prefabricated steel wire net rack thermal-insulating board and preparation method thereof and construction method
CN204252324U (en) Prefabricated steel construction integration assembling green building component with window opening or door opening
CN103452231A (en) Ultrathin heat insulation board prefabricated composite wallboard and prefabricating method thereof
CN109944382A (en) A kind of self-heat conserving TRC combined wall and preparation method thereof
CN206418663U (en) A kind of prefabricated combined wall board of novel fabricated H types
CN203531220U (en) Prefabricated composite wall plate with ultra-thin heat insulation and heat preservation plates
CN202658772U (en) Light-core reinforced concrete wall
CN105003020A (en) Ceramsite concrete metal net rack light wallboard and splicing structure thereof
CN203499051U (en) Integrated fireproof broken bridge self-insulating filler wall for building
CN208202216U (en) A kind of insulation construction integrated wallboard
CN110541518A (en) Non-bearing steel bar net and thin steel plate sandwich composite wall and manufacturing method thereof
CN114055597A (en) Fiber woven mesh reinforced ECC sandwich heat-insulation composite wallboard and manufacturing method thereof
CN202787557U (en) Fireproof self-insulation brickwork wall with light cores
CN212053440U (en) Non-bearing steel bar net and thin steel plate sandwich composite wall
CN110230361B (en) Assembled enclosure cladding board for severe cold region and manufacturing method thereof
CN202391047U (en) Wallboard with integrated function of envelope and thermal insulation
CN212336508U (en) Light heat-insulating concrete precast slab
CN205348475U (en) Formula wall body is filled in environmental protection and energy saving
CN114592643A (en) Steel bar truss and surface layer reinforced aluminum alloy plate facing foamed ceramic composite wallboard and manufacturing method thereof
CN210482643U (en) Sandwich heat-insulation precast concrete externally-hung wallboard
CN203022157U (en) Insulating cast-in-place area of insulating hollow sintered shale brickwork
CN102352680A (en) Enclosing and insulating integral wall plate
CN215670491U (en) Rigid homogeneous external wall panel
CN204212314U (en) Steel wire net rack foam cement steel composite board

Legal Events

Date Code Title Description
GR01 Patent grant
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: 20140326

Termination date: 20160930