CN1920201A - Supported binding type composite insulation wall - Google Patents
Supported binding type composite insulation wall Download PDFInfo
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- CN1920201A CN1920201A CN 200510010010 CN200510010010A CN1920201A CN 1920201 A CN1920201 A CN 1920201A CN 200510010010 CN200510010010 CN 200510010010 CN 200510010010 A CN200510010010 A CN 200510010010A CN 1920201 A CN1920201 A CN 1920201A
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Abstract
The invention relates to a bond thermal-insulated composite wall with support, wherein the inner end of concrete suspension beam support 2 is fixed at the upper part of concrete element 12 or inside the base wall 1; the outer side of upright steel bar 5 is arranged with metal network 4; the upper and lower ends of upright steel bar 5 are fixed at the upper and lower embedded iron elements relative to the outer end of support 2; between the outer side of insulted layer 3 and the outer side of metal network 4, there is an outer protective layer 7. The invention arranges the metal network at the outer side of upright steel bar, to improve the construction speed, and fixes the inner end of support 2 at the upper part of concrete element 12 or inside the base wall 1, with high construction quality and lower cost.
Description
Technical field:
The present invention relates to a kind of improvement of skin body structure.
Background technology:
Existing wall thermal insulation technology is imperfection all, as some heat preservation technology life-spans short (reaching 25 years gets final product) such as outer sticking benzene plates, outer sticking benzene plate exists also that fire prevention is bad, wind suction prevention is bad in highrise building, thus dangerous, do not satisfy the shortcoming of the requirement of decorating glazed tile; Though other heat preservation technology satisfies the requirement that edge pastes glazed tile, has all that insulation is poor, price is high, be difficult to the energy-conservation requirement to the body of wall low heat transfer coefficient of satisfied height.China's building energy conservation that begins one's study from the eighties in 20th century, because the very perfect wall thermal insulation technology of neither one all the time, be to cause building energy conservation work progress one of major reason slowly, but because of the world energy sources anxiety, though existing wall thermal insulation technology has various problems, be used but also have to enter into standard drawing, this just makes designer and investor very difficult when selecting energy-saving wall, is unfavorable for carrying out building energy conservation.I had proposed a kind of new technical scheme insulation layer have been connected with body of wall; and declared patent; number of patent application is 200410002698.7; publication number is CN1526894A; open day is on September 8th, 2004; denomination of invention is " support being arranged; the anti-seismic heat-preservation combined wall of reinforced concrete external protection is arranged "; this combined wall is still used traditional heat insulating material such as expansion type polyphenyl plate; also available extrusion molding type polyphenyl plate and polyurethane; heat insulating materials such as mineral wool; has good fireproof; waterproof is good; impact resistance; anti-perforation; antidetonation is good; satisfy watertightness; the freeze thawing circulation; healthy advantage satisfies the demand of various decorations.But by engineering practice, find also to have following shortcoming: 1, wire lath is arranged between vertical reinforcement and the insulation layer, and promptly in the inboard of vertical reinforcement, this structure makes construction inconvenient, influences construction speed; 2, the mode that installs and fixes of Zhi Chenging is single.
Summary of the invention:
The objective of the invention is to be arranged on the inboard of vertical reinforcement, make construction inconvenient, influence construction speed, the single problem of the mode that installs and fixes of support for the solution wire lath.A kind of binding type composite insulation wall that support is arranged is provided.The present invention has easy construction, construction speed is fast, difficulty of construction is low, the characteristics of minimizing construction cost.The present invention comprises basic unit's body of wall 1; the concrete component 12 of major structure of construction; concrete hanging top support member 2; insulation layer 3; wire lath 4; vertical reinforcement 5; external protection 7; the inner of concrete hanging top support member 2 be fixed on major structure of construction concrete component 12 top or be fixed in basic unit's body of wall 1; the outside of the concrete component 12 of basic unit's body of wall 1 and major structure of construction is provided with insulation layer 3; the outside of insulation layer 3 is provided with vertical reinforcement 5; the outside of vertical reinforcement 5 is provided with wire lath 4; the top and bottom of vertical reinforcement 5 are separately fixed on the outer end of the corresponding support member of concrete hanging top up and down 2, are provided with external protection 7 in the outside of insulation layer 3 between the outside of vertical reinforcement 5 and wire lath 4.The present invention compared with the prior art, wire lath is arranged on the outside of vertical reinforcement, and the inner of concrete hanging top support member 2 is fixed on the concrete component 12 of major structure of construction or builds by laying bricks or stones in basic unit's body of wall 1, easy construction has reduced construction cost.
Description of drawings:
Fig. 1 is the outer facade structures schematic diagram of body of wall of the present invention, and Fig. 2 is the A-A sectional view of Fig. 1, and Fig. 3 is the B-B sectional view of Fig. 2, and Fig. 4 is the structural representation of the specific embodiment seven.
The specific embodiment:
The specific embodiment one: (referring to Fig. 1 ~ Fig. 3) present embodiment is made up of concrete component 12, concrete hanging top support member 2, insulation layer 3, wire lath 4, vertical reinforcement 5, the external protection 7 of basic unit's body of wall 1, major structure of construction; The inner of concrete hanging top support member 2 is fixed on concrete component 12 tops of major structure of construction or is fixed in basic unit's body of wall 1; the outside of the concrete component 12 of basic unit's body of wall 1 and major structure of construction is provided with insulation layer 3; the outside of insulation layer 3 is provided with vertical reinforcement 5; the outside of vertical reinforcement 5 is provided with wire lath 4; the top and bottom of vertical reinforcement 5 are separately fixed on the embedded iron parts of the corresponding support member of concrete hanging top up and down 2 outer ends, are provided with external protection 7 in the outside of insulation layer 3 between the outside of vertical reinforcement 5 and wire lath 4.The concrete hanging top support member 2 of present embodiment can be cast-in-site also can be prefabricated.Described insulation layer 3 is expansion type polyphenyl plate, extrusion molding type polyphenyl plate, polyurethane or mineral wool.
The specific embodiment two: the difference of the present embodiment and the specific embodiment one is that concrete hanging top support member 2 is replaced by shaped steel.Other composition is identical with the specific embodiment one with annexation.
The specific embodiment three: be coated with the interfacial agents 9 that is brushed with the configuration of building glue on the external surface of (referring to Fig. 2) present embodiment insulation layer 3; has the interfacial agents brushing of building glue configuration of compatible, bonding effect on insulation layer 3 by adopting with insulation layer 3; the external protection 7 that outside cement mortar is plastered is as a whole with insulation layer 3 bondings; prevent external protection 7 hollowings, external protection 7 is made of pea gravel concrete or cement mortar.Other composition is identical with the specific embodiment one with annexation.
The specific embodiment four: (referring to Fig. 1) present embodiment has increased steel jack truss 13 under the windowsill of building, and the concrete hanging top support member 2 under steel jack truss 13 and the windowsill and the vertical reinforcement 5 of lateral ledge are fixedlyed connected.Wire lath 4 colligations are in the outside of vertical reinforcement 5 and steel jack truss 13, and this can strengthen the strength and stiffness of external protection 7 under the windowsill effectively, increase durability and safety.
The specific embodiment five: (referring to Fig. 2, Fig. 3) present embodiment is sealed with heat insulating material 11 to encorbelment beam support member 2 peripheries and termination of the concrete that passes insulation layer 3 or shaped steel, and be provided with polymer cement folder alkali-proof glass grid cloth 8 and strengthen in the encorbelment outside of external end head heat insulating material 11 of beam support member 2 of concrete or shaped steel, and with the adjacent cement mortar overlap joint of plastering.The influence that this can reduce heat bridge prevents indoor dewfall; Prevent the encorbelment external end head plaster cracking of beam support member 2 of concrete or shaped steel.Other composition is identical with the specific embodiment one or two with annexation.
The specific embodiment six: the level that is provided with between (referring to Fig. 1, Fig. 2) present embodiment vertical reinforcement 5 and the basic unit's body of wall 1 links rod member 6, the end that level links rod member 6 is fixed in basic unit's body of wall 1, and the other end of level binding rod member 6 is fixedlyed connected with vertical reinforcement 5.It is in order to prevent that several years rear interface agent 9 lost efficacy that the level that increases links rod member 6, when external protection 7 becomes curtain wall, because excessive cracking of distortion.Other composition is identical with the specific embodiment one with annexation.
The specific embodiment seven: (referring to Fig. 4) present embodiment vertical reinforcement 5 is replaced by transverse reinforcement 10, transverse reinforcement 10 with about concrete hanging top support member 2 fixedly connected, other composition is identical with the specific embodiment one with annexation.
Claims (9)
1; a kind of binding type composite insulation wall that support is arranged; it comprises basic unit's body of wall (1); the concrete component of major structure of construction (12); concrete hanging top support member (2); insulation layer (3); wire lath (4); vertical reinforcement (5); external protection (7); the inner that it is characterized in that concrete hanging top support member (2) be fixed on major structure of construction concrete component (12) top or be fixed in basic unit's body of wall (1); the outside of the concrete component (12) of basic unit's body of wall (1) and major structure of construction is provided with insulation layer (3); the outside of insulation layer (3) is provided with vertical reinforcement (5); the outside of vertical reinforcement (5) is provided with wire lath (4); the top and bottom of vertical reinforcement (5) are separately fixed on the outer end of the corresponding support member of concrete hanging top up and down (2), are provided with external protection (7) in the outside of insulation layer (3) between the outside of vertical reinforcement (5) and wire lath (4).
2, the binding type composite insulation wall that support is arranged according to claim 1 is characterized in that described insulation layer (3) is expansion type polyphenyl plate, extrusion molding type polyphenyl plate, polyurethane or mineral wool.
3, the binding type composite insulation wall that support is arranged according to claim 1 is characterized in that concrete hanging top support member (2) is replaced by shaped steel.
4, the binding type composite insulation wall that support is arranged according to claim 1 is characterized in that external protection (7) is made of pea gravel concrete or cement mortar.
5, the binding type composite insulation wall that support is arranged according to claim 1, it is characterized in that having increased under the windowsill of building steel jack truss (13), the concrete hanging top support member (2) under steel jack truss (13) and the windowsill and the vertical reinforcement (5) of lateral ledge are fixedlyed connected.
6, the binding type composite insulation wall that support is arranged according to claim 1 and 2, it is characterized in that the encorbelment periphery and the termination of beam support member (2) of the concrete that passes insulation layer (3) or shaped steel is sealed with heat insulating material (11), and be provided with polymer cement folder alkali-proof glass grid cloth (8) in encorbelment external end head heat insulating material (11) outside of beam support member (2) of concrete or shaped steel, and with the adjacent cement mortar overlap joint of plastering.
7, the binding type composite insulation wall that support is arranged according to claim 1 and 2 is characterized in that scribbling on the external surface of insulation layer (3) interfacial agents (9) of building glue configuration.
8, the binding type composite insulation wall that support is arranged according to claim 1, it is characterized in that being provided with between vertical reinforcement (5) and the basic unit's body of wall (1) level and link rod member (6), the end that level links rod member (6) is fixed in basic unit's body of wall (1), and the other end of level binding rod member (6) is fixedlyed connected with vertical reinforcement (5).
9, the binding type composite insulation wall that support is arranged according to claim 1 is characterized in that vertical reinforcement (5) is replaced by transverse reinforcement (10), transverse reinforcement (10) with about concrete hanging top support member (2) fixedly connected.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200510010010 CN1920201A (en) | 2005-05-23 | 2005-05-23 | Supported binding type composite insulation wall |
| CNA2006100040485A CN1982554A (en) | 2005-05-23 | 2006-01-25 | Thermal-insulating binded composite wall with supporter |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200510010010 CN1920201A (en) | 2005-05-23 | 2005-05-23 | Supported binding type composite insulation wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN1920201A true CN1920201A (en) | 2007-02-28 |
Family
ID=37778031
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200510010010 Pending CN1920201A (en) | 2005-05-23 | 2005-05-23 | Supported binding type composite insulation wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1920201A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104652651A (en) * | 2015-01-04 | 2015-05-27 | 武汉武大巨成结构股份有限公司 | Heat insulation type secondary-post-poured fair-faced concrete wall and construction method thereof |
| CN113089860A (en) * | 2021-04-12 | 2021-07-09 | 朱秦江 | Assembled leveling composite radiation energy-saving concrete wall and construction method thereof |
-
2005
- 2005-05-23 CN CN 200510010010 patent/CN1920201A/en active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104652651A (en) * | 2015-01-04 | 2015-05-27 | 武汉武大巨成结构股份有限公司 | Heat insulation type secondary-post-poured fair-faced concrete wall and construction method thereof |
| CN113089860A (en) * | 2021-04-12 | 2021-07-09 | 朱秦江 | Assembled leveling composite radiation energy-saving concrete wall and construction method thereof |
| CN113089860B (en) * | 2021-04-12 | 2022-02-22 | 朱秦江 | Assembled leveling composite radiation energy-saving concrete wall and construction method thereof |
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