CN201254767Y - Building enclosure - Google Patents
Building enclosure Download PDFInfo
- Publication number
- CN201254767Y CN201254767Y CNU2008201329162U CN200820132916U CN201254767Y CN 201254767 Y CN201254767 Y CN 201254767Y CN U2008201329162 U CNU2008201329162 U CN U2008201329162U CN 200820132916 U CN200820132916 U CN 200820132916U CN 201254767 Y CN201254767 Y CN 201254767Y
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- reinforcing bar
- construction
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- net
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Abstract
The utility model discloses a construction enclosure structure which comprises a plurality of bearing components arranged in a spacing way, and also comprises a non-bearing compound wall board and a plurality of suspension pieces vertically fixed on each bearing component and upwards extending out; the non-bearing compound wall board also comprises a steel bar welding net which is welded on the suspension pieces, arranged on the outer sides of the bearing components and spaced with the bearing components, as well as a light thin layer concrete layer which is cast on the outer sides of the bearing components and casts the steel bar welding net into the light thin layer concrete layer, an outer warming plate and a crack-proof protection layer which are arranged from the inside to the outside from the outside of the light thin layer concrete layer and penetrate the suspension pieces in sequence. The crack-proof protection layer comprises a fiberglass mesh arranged in the inner layer and a polymer mortar layer arranged in the outer layer. The construction enclosure can save the construction material, reduce the construction investment, shorten the construction period, simplify the construction operation, meet the energy saving requirement on construction and belong to a sustainable construction.
Description
Technical field
The utility model relates to building construction, particularly a kind of architectural exterior-protecting construction.
Background technology
At present, the common several building construction types of China have: brick mix structure, cast-in-situ concrete shear wall structure, cast-in-situ concrete frame construction and steel work etc.Wherein, brick mix structure adopts a large amount of clay solid bricks to be built into body of wall, combine the common load bearing construction space enclosing structure that constitutes with local beam column built from concrete, but a large amount of loam bricks can destroy a large amount of good farmlands and plough, and country's law-making stipulation progressively eliminates and bans use of loam brick: the cast-in-situ concrete shear wall structure is mainly used to build multilayer and highrise building.Constitute architectural exterior-protecting construction and building bearing structure, but the building costs height, construction period is long, the building operations complexity; The cast-in-situ concrete frame construction adopts the cast-in-situ concrete beam column to constitute the load-bearing structure, adopt load-bearing or non-bearing building block to constitute infilled wall, open space between the fill concrete framework, constitute architectural exterior-protecting construction with supporting frame, but building costs is higher, construction period is long, and building height is restricted; Steel work all adopts steel to constitute the load-bearing structure, adopt various prefabricated panels and steel structure frame to connect and compose space enclosing structure, steel plate or cast-in-situ concrete constitute floor and roof, but quality problems appear in the ease of connection of prefabricated panel and load steel structure framework, and splicing prefabricated wallboard plate seam is easy to crack, quality problems such as infiltration occur, and, the technology that present domestic prefabricated panel is produced is ripe not enough, and most of wallboard quality does not pass a test, and can't constitute reliable and stable architectural exterior-protecting construction.
The utility model content
The purpose of this utility model is to overcome the shortcoming of above-mentioned various structural systems, and a kind of a large amount of saving constructional materials is provided, and reduces building costs, reduce the construction investment cost, shorten the construction period, simplify construction operation, satisfy the architectural exterior-protecting construction of building energy conservation requirement.
For achieving the above object; the utility model architectural exterior-protecting construction; comprise several spaced apart supporting members; also comprise non-bearing combined wall board and outwardly directed several suspenders that are vertically fixed on each described supporting member; described non-bearing combined wall board comprises that the supporting member reinforcing bar outside and that separate with it that is positioned at that is welded on the suspender welds net; the net that reinforcing bar is welded that is cast in the supporting member outside is cast in wherein lightweight thin-lift concrete layer; at heat-insulation plate for external that passes suspender and anticracking topping that the lightweight thin-lift concrete layer outside sets gradually from inside to outside, described anticracking topping comprises the fiberglass gridding cloth that is arranged on internal layer and is arranged on outer field polymer mortar layer.
The utility model architectural exterior-protecting construction, wherein, described non-bearing combined wall board also is included in the outer reinforcing bar weldering net that is welded between heat-insulation plate for external and the anticracking topping on the suspender, and the anticracking topping also comprises the polymer mortar layer that spreads upon the outer reinforcing bar weldering net outside.
The utility model architectural exterior-protecting construction; wherein; described non-bearing combined wall board also comprises the interior warming plate that passes suspender that is arranged between supporting member and the lightweight thin-lift concrete layer; the interior reinforcing bar weldering net that is provided with at the ecto-entad of interior warming plate inboard and decorate topping is provided with several that link two layers of weldering net outside and sockets reinforcing bar between reinforcing bar weldering net and the interior reinforcing bar weldering net.
The utility model architectural exterior-protecting construction, wherein, described decoration topping is polymer mortar or brushing gypsum or gypsum plank or prefabricated cement board.
The utility model architectural exterior-protecting construction, wherein, reinforcing bar weldering net in interior warming plate clear width is provided with the steel joist replacement.
The utility model architectural exterior-protecting construction, wherein, described suspender is Hanging bolt or steel plate suspension holdfast.
The utility model architectural exterior-protecting construction, wherein, the inboard of heat-insulation plate for external is provided with vertical dovetail groove.
The utility model architectural exterior-protecting construction, wherein, described interior warming plate and heat-insulation plate for external are polystyrol plastic foam plate or mineral wool board or block of glass wool.
The utility model architectural exterior-protecting construction, wherein, described non-bearing combined wall board also comprises the exterior wall decorating coating layer that is sprayed on the anticracking topping outside.
The utility model architectural exterior-protecting construction, owing to adopt the compound mode and the composition material thereof of its distinctive supporting member and non-bearing combined wall board, therefore, it has following advantage:
1, saves constructional materials, reduce resource consumption: the lightweight thin-lift concrete layer thickness of wallboard is on average between 40～60mm, and the thickness of other building structure concrete panel is on average between 200～250mm, thereby can save constructional materialss such as cement, sandstone more than 70%.
2, compare the reduction building costs with full cast-in-place concrete structure system more than 20%, reduce the construction investment cost.
3, the construction period is short: suitability for industrialized production and mechanized construction degree greatly improve, and most of constructional materials batch production manufacturing finishes, and just carry out the on-site consolidation combination, because of surface construction speed improves greatly.
4, anti-seismic performance is good: owing to adopt lightweight material, the architectural exterior-protecting construction gross weight has alleviated 60% than cast-in-situ concrete space enclosing structure, the load-bearing structure has obtained outstanding and has strengthened, and building greatly reduces from heavy load, has increased extension greatly and has built antidetonation, resists the ability that various disasters are destroyed.
5, heat insulation effect is obvious, can satisfy the requirement of building energy conservation 65%: adopt polystyrene foam plastics EPS or XPS warming plate and light material concrete to constitute combined wall board, thermal transmittance is low, and high insulating effect can satisfy higher building energy conservation requirement.
6, meet the strategy of sustainable development: use a large amount of industrial wastes, save a large amount of buildings and resources, increase the building usable floor area, improve the building level of comfort.
Description of drawings
Fig. 1 is the structural representation of the cross section of first embodiment of the utility model architectural exterior-protecting construction:
Fig. 2 is the structural representation of the cross section of second embodiment of the utility model architectural exterior-protecting construction.
The specific embodiment
Below in conjunction with drawings and Examples in detail the utility model is described in detail.
The structural representation of the cross section of first embodiment of architectural exterior-protecting construction shown in Figure 1; only show a part among the figure; a supporting member 1 and a Hanging bolt 3 are only arranged; also has non-bearing combined wall board 2; supporting member 1 can be steel work or steel and concrete hybrid junctions and constitutes encased structures or cast-in-situ concrete frame construction; the also available steel plate suspension holdfast of Hanging bolt 3 replaces: the perpendicular outwardly directed Hanging bolt 3 of screw rod is installed in the outside along supporting member 1; Hanging bolt 3 adopts welding manner or bolt mode or pre-buried mode with being connected of supporting member 1: non-bearing combined wall board 2 comprises lightweight thin-lift concrete layer 6; reinforcing bar weldering net 5; heat-insulation plate for external 4; anticracking topping 7 and the exterior wall decorating coating layer 9. 10～40mm of being separated by in supporting member 1 outside and with it welds reinforcing bar on net 5 and is welded on the Hanging bolt 3; be welded to connect between weldering net and the weldering net; the reinforcing bar weldering net of whole building is fused; the diameter of weldering net reinforcing bar is φ 4～8mm; weldering network planning lattice are spacing 100mm * 100mm～300mm * 300mm; heat-insulation plate for external 4 passes that Hanging bolt 3 is laid on the outside of reinforcing bar weldering net 5 and 20～the 60mm of being separated by with it; heat-insulation plate for external 4 is polystyrene foam plastics EPS plate (expansion type) or XPS plate (extrusion type) or mineral wool board or block of glass wool; thickness is at 30～100mm; heat-insulation plate for external 4 double as outer templates; and in its outside fixed support template; between supporting member and another supporting member, install with its outside concordant internal layer template; cast-in-site lightweight thin-lift concrete between inner and outer template; reinforcing bar is welded net 5 to be cast in wherein; its thickness is 30～100mm; behind the special cast-in-place concrete formation; heat-insulation plate for external 4 is cast in lightweight thin-lift concrete layer 6; remove internal layer template and support shuttering subsequently; anticracking topping 7 is for to be arranged on the fiberglass gridding cloth in heat-insulation plate for external 4 outsides and the polymer mortar of smearing thereof outward, and exterior wall decorating coating layer 9 is sprayed on the outside of anticracking topping 7.Inboard at heat-insulation plate for external also can be provided with dovetail groove, and behind fluid concrete, heat-insulation plate for external 4 and lightweight thin layer high performance concrete layer 6 can be cast in together more firmly.
In the manufacturing process of reality; reinforcing bar weldering net outside also can between heat-insulation plate for external 4 and anticracking topping 7, installing; it is welded on the Hanging bolt; above-mentioned anticracking topping increases one deck and spreads upon the online polymer mortar of outer reinforcing bar weldering; and polymer mortar is floating, re-lay fiberglass gridding cloth outside it and smear polymer mortar again.
Fig. 2 is the structural representation of the cross section of second embodiment of architectural exterior-protecting construction, only show a part among the figure, a supporting member 1 and a Hanging bolt 3 are only arranged, also has non-bearing combined wall board 2, supporting member 1 can be steel work or steel and concrete combination construction or encased structures or cast-in-situ concrete frame construction, and the also available steel plate suspension holdfast of Hanging bolt 3 replaces; The outside along supporting member 1 is equipped with the outwardly directed Hanging bolt 3 of perpendicular screw rod; Hanging bolt 3 adopts welding manner or bolt mode or pre-buried mode with being connected of supporting member 1: non-bearing combined wall board 2 comprises decorates topping 10; interior reinforcing bar weldering net 8; interior warming plate 13; lightweight thin-lift concrete layer 6; reinforcing bar weldering net 5; heat-insulation plate for external 4; outer reinforcing bar weldering net 11; anticracking topping 7 and exterior wall decorating coating layer 9; several that link two layers of weldering net are set between net 8 of reinforcing bar weldering net 11 and interior reinforcing bar weldering outside socket reinforcing bar 12, interior reinforcing bar weldering net 8; reinforcing bar weldering net 5 and outer reinforcing bar weldering net 11 all are welded to connect with Hanging bolt 3.Interior warming plate 13 passes the outside that Hanging bolt 3 is laid on supporting member 1, reinforcing bar weldering net 8 in the inboard of interior warming plate 13 is provided with, be welded to connect between net and the net, the inboard that interior reinforcing bar welds net 8 is decoration topping 10, decorates topping 10 for spreading upon polymer mortar or the brushing gypsum on the interior reinforcing bar weldering net 8 or welding the gypsum plank or the prefabricated cement board of the inboard laying of net at reinforcing bar; Reinforcing bar is welded net 5 be welded on the Hanging bolt 3 with the outside of the interior warming plate 13 20～60mm of being separated by; pass Hanging bolt 3 and lay heat-insulation plate for external 4 with the reinforcing bar weldering net 5 10～40mm of being separated by; in; in the heat-insulation plate for external double as; exterior sheathing; cast-in-site lightweight thin-lift concrete between inner and outer template; reinforcing bar is welded net 5 and sockets reinforcing bar 12 and be cast in wherein; its thickness is 30-100mm; behind the special cast-in-place concrete formation; in; heat-insulation plate for external is cast in lightweight thin-lift concrete layer 6; reinforcing bar weldering net 11 outside install in the outside of heat-insulation plate for external 4; the outside of the net 11 of reinforcing bar weldering outside is respectively anticracking topping 7 and exterior wall decorating coating layer 9 from the inside to the outside, and anticracking topping 7 is for spreading upon on the outer reinforcing bar weldering net 11 and floating polymer mortar layer; the fiberglass gridding cloth of laying and spread upon outer field polymer mortar layer.Interior reinforcing bar weldering net 8 and outer reinforcing bar weldering net 11 can replace with the steel joist that is provided with at interval, after heat-insulation plate for external fixes, the steel joist in the outside are removed.Inside and outside warming plate is polystyrene foam plastics EPS plate (expansion type) or XPS plate (extrusion type) or mineral wool board or block of glass wool, inboard at heat-insulation plate for external 4 also can be provided with vertical dovetail groove, behind fluid concrete, heat-insulation plate for external and lightweight thin-lift concrete layer 6 can be cast in together more firmly
Above-mentioned two described polymer mortars of embodiment are formulated, on sale on the market by modified cement fluoropolymer resin emulsion or modified cement polymer dry powder latex and cement, sand; The described lightweight thin-lift concrete of above-mentioned two embodiment is on sale in Beijing, HongFu Venture Park, BeiQiJia Town, Changping District, Beijing City Qomolangma building material Co., Ltd, its prescription is in the application for a patent for invention of my application, application number is 03119725.6, and name is called in the application documents of " light weight concrete construction wallboard " narration.
Architectural exterior-protecting construction of the present utility model can be used as the architectural exterior-protecting construction at external wall, interior wall, roof, floor etc. and other each position.
Claims (9)
1. architectural exterior-protecting construction; comprise several spaced apart supporting members (1); it is characterized in that: also comprise non-bearing combined wall board (2) and be vertically fixed on outwardly directed several suspenders (3) on each described supporting member (1); described non-bearing combined wall board (2) comprises that supporting member (1) reinforcing bar outside and that separate with it that is positioned at that is welded on the suspender (3) welds net (5); the net (5) that reinforcing bar is welded that is cast in supporting member (1) outside is cast in wherein lightweight thin-lift concrete layer (6); at heat-insulation plate for external that passes suspender (3) (4) and anticracking topping (7) that lightweight thin-lift concrete layer (6) outside sets gradually from inside to outside, described anticracking topping (7) comprises the fiberglass gridding cloth that is arranged on internal layer and is arranged on outer field polymer mortar layer.
2. architectural exterior-protecting construction as claimed in claim 1; it is characterized in that: described non-bearing combined wall board (2) also is included in the outer reinforcing bar weldering net (11) that is welded between heat-insulation plate for external (4) and the anticracking topping (7) on the suspender (3), and anticracking topping (7) also comprises the polymer mortar layer that spreads upon the outer reinforcing bar weldering net outside.
3. architectural exterior-protecting construction as claimed in claim 2; it is characterized in that: described non-bearing combined wall board (2) also comprises the interior warming plate (13) that passes suspender (3) that is arranged between supporting member (1) and the lightweight thin-lift concrete layer (6), and the interior reinforcing bar that is provided with at the inboard ecto-entad of interior warming plate (13) welds net (8) and decorates topping (10).Several that link that two layers of weldering net are set between reinforcing bar weldering net (11) and interior reinforcing bar weldering net (8) outside socket reinforcing bar (12).
4. architectural exterior-protecting construction as claimed in claim 3 is characterized in that: described decoration topping (10) is polymer mortar or brushing gypsum or gypsum plank or prefabricated cement board.
5. architectural exterior-protecting construction as claimed in claim 4 is characterized in that: reinforcing bar weldering net (8) in interior warming plate (13) clear width is provided with the steel joist replacement.
6. architectural exterior-protecting construction as claimed in claim 5 is characterized in that: described suspender (3) is Hanging bolt or steel plate suspension holdfast.
7. architectural exterior-protecting construction as claimed in claim 6 is characterized in that: the inboard of heat-insulation plate for external (4) is provided with vertical dovetail groove.
8. architectural exterior-protecting construction as claimed in claim 7 is characterized in that: warming plate (13) and heat-insulation plate for external (4) are polystyrol plastic foam plate or mineral wool board or block of glass wool in described.
9. as any described architectural exterior-protecting construction of claim 1～8, it is characterized in that: described non-bearing combined wall board (2) also comprises the exterior wall decorating coating layer (9) that is sprayed on anticracking topping (7) outside.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008201329162U CN201254767Y (en) | 2008-07-28 | 2008-07-28 | Building enclosure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008201329162U CN201254767Y (en) | 2008-07-28 | 2008-07-28 | Building enclosure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201254767Y true CN201254767Y (en) | 2009-06-10 |
Family
ID=40738086
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008201329162U Expired - Fee Related CN201254767Y (en) | 2008-07-28 | 2008-07-28 | Building enclosure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201254767Y (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104018599A (en) * | 2014-05-13 | 2014-09-03 | 成都绿迪科技有限公司 | Shear wall structure |
| CN106760082A (en) * | 2017-03-15 | 2017-05-31 | 深圳市鹏之艺建筑设计有限公司 | A kind of novel green energy-saving curtain wall |
| CN109845524A (en) * | 2019-01-11 | 2019-06-07 | 温州卓群建设工程有限公司 | A kind of ecological ornamental plate |
-
2008
- 2008-07-28 CN CNU2008201329162U patent/CN201254767Y/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104018599A (en) * | 2014-05-13 | 2014-09-03 | 成都绿迪科技有限公司 | Shear wall structure |
| CN104018599B (en) * | 2014-05-13 | 2016-08-24 | 成都绿迪科技有限公司 | Shear wall structure |
| CN106760082A (en) * | 2017-03-15 | 2017-05-31 | 深圳市鹏之艺建筑设计有限公司 | A kind of novel green energy-saving curtain wall |
| CN109845524A (en) * | 2019-01-11 | 2019-06-07 | 温州卓群建设工程有限公司 | A kind of ecological ornamental plate |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20090610 Termination date: 20100728 |