CN201128951Y - Exterior wall with steel bracket-unloaded external heat-insulating layer - Google Patents

Exterior wall with steel bracket-unloaded external heat-insulating layer Download PDF

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Publication number
CN201128951Y
CN201128951Y CNU2007200416690U CN200720041669U CN201128951Y CN 201128951 Y CN201128951 Y CN 201128951Y CN U2007200416690 U CNU2007200416690 U CN U2007200416690U CN 200720041669 U CN200720041669 U CN 200720041669U CN 201128951 Y CN201128951 Y CN 201128951Y
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China
Prior art keywords
wall
external wall
angle steel
steel
layer
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Expired - Fee Related
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CNU2007200416690U
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Chinese (zh)
Inventor
杨立胜
焦宁艳
欧阳旭
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China Tiesiju Civil Engineering Group Co Ltd CTCE Group
Construction Engineering Co Ltd of CTCE Group
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Construction Engineering Co Ltd of CTCE Group
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Priority to CNU2007200416690U priority Critical patent/CN201128951Y/en
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Publication of CN201128951Y publication Critical patent/CN201128951Y/en
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Abstract

The utility model relates to an external wall that is provided with an external insulation layer of a steel-bracket unloading system. The external wall solves the problems of limitation of the height of the wall body and the basic material of the wall body when mosaic tiles are paved on the insulation facing layer outside the external wall under the premise of guaranteeing the safety and quality. The external wall is characterized in that angle steels are uniformly distributed on the basic layer of the lateral surface of the external wall along the horizontal line of a level; the spacing between two adjacent angle steels is 1.5m to 1.5m; other lateral surfaces of the external wall are provided with an insulation layer that is coated by mesh cloth of alkali resistant glass fiber; and facing bricks are arranged on the lateral surfaces that are provided with an insulation layer that is coated by mesh cloth of alkali resistant glass fiber. The external wall creatively adopts rustproof angle steel bracket to unload the insulating brick layer outside the external wall and the facing brick layer; the bracket is used for supporting so that the insulating facing brick layer outside the external wall can be vertically unloaded in sections; thus the external wall solves the problems of limitation of the height of facing bricks and bearing bricks for the external insulation of the external wall, and limitation of the material of the basic layer of the external wall.

Description

Exterior wall with steel carriage unloading system external thermal insulation
Technical field
The utility model relates to a kind of exterior wall with outer wall heat preservation system.
Background technology
Mandatory execution along with national energy-saving heat preserving policy, the coating ornamental surface of the simple property of external heat insulating wall can not satisfy the effect that is designed beautifully, on external thermal insulation wall surface the bonding applique surface brick become designer, developer pursue outside the indispensable a kind of selection of facade effect.But be subjected to the restriction of heat insulating material for external lightweight, low characteristic such as strong, be incubated outside that the bonding applique surface brick is restricted on the surface layer.
In the external wall heat insulation system, the normal at present heat insulating material that uses has: polystyrene foam plate (being called for short polyphenyl plate, EPS), extruded polystyrene board (XPS), an adhesive polystyrene material heat preservation slurry, polyurethane foam material, steel wire net rack sandwich wall board etc.Wherein polyphenyl plate and extruded sheet at home exterior wall be incubated in the plug-in technology and be widely used.This technology is that employing bonding mortar or special-purpose fixedly anchor paste heat insulating material, hang on the exterior wall, smears anticracking grout then, is pressed into fiberglass gridding cloth and forms topping, adds at last and does outside finish.But owing to relate to exterior wall quality and safety problem, general outside finish adopts the coating surface layer more, and several outer rules that all are not incubated direct furring brick in the provincial standard outside that are incubated of the outer insulation industry standard that the Ministry of Construction puts into effect and Beijing's issuing and implementation, therefore, be not difficult to find out, under the condition of not adopting an effective measure, they hold prudent attitude to furring brick on the insulation layer.
External wall outer insulation is not before adopting an effective measure, general direct binding face tile on insulation layer, according to the related experiment digital proof, general heat insulating material does not all reach the adhesion strength standard that meets facing tile country rower, the tensile strength of for example testing polyphenyl plate only is 0.1Mpa, and dry density is 30kg/m 2Polyurathamc or extruded polystyrene board (XPS) is the highest also can not surpass about 0.3Mpa.
Domesticly do face brick on the exterior wall external heat insulating wall, more feasible have following two kinds of schemes:
(1) adopts when doing face brick on EPS plate, the XPS board exterior wall outer thermal insulation surface layer, warming plate density, bond area and anchoring are required to have made regulation, but define simultaneously to be no more than on the outer dado of 6m or other part and can do decorating surface brick in the distance ground level, do face brick for height greater than the position more than the 6m, safety issue can not solve well.
(2) external insulation system of the built-in band steel wire net rack of employing cast in place concrete form, the bonding applique surface brick has been taked a kind of special structure way on this heat insulation system, in the arranged outside of warming plate combine with insulation layer well, certain thickness is arranged, the arrangement of reinforcement cement mortar that higher degree of oozing is arranged, enhancement Layer is to be the anticracking grout of M10 by intensity, in join 40 * 40mm, φ 2 low-carbon (LC) cold drawn wires, and with the 2.5 zinc-coated wires spot welding mutually of passing warming plate, and this mortar enhancement Layer is by tiltedly silk and additional anchor muscle and agent structure (reinforced concrete wall) are connected, the weight of face brick is born by enhancement Layer, and insulation layer does not participate in stressed work.But it must be the full-situ shear wall structure that the limitation of this way is to require outer body of wall, and it is just powerless to mix wall, framework infilled wall etc. for brick.
Adopt decorating surface brick on the heat insulating material of other type,, domesticly lessly see related application or just in R﹠D process as bonding applique surface brick on the heat insulating materials such as glue powder polyphenyl particle, highly dense polyurethane.
Summary of the invention
The purpose of this utility model is: a kind of novel exterior wall with steel carriage unloading system external thermal insulation that is adapted at bonding applique surface face brick on the external thermal insulation wall surface is provided.
Concrete structural design scheme is as follows:
Have the exterior wall of steel carriage unloading system external thermal insulation, comprise outer body of wall.Improvement is: the lateral surface basic unit upper edge absolute altitude horizon of described outer body of wall uniform angle steel, the spacing between the adjacent angle steel is a 1.5-2.5 rice, metope is close in described angle steel one side, the another side is perpendicular to metope; Other lateral surface basic unit of outer body of wall is provided with the insulation layer of parcel alkali-resistant glass fibre grid cloth, and the lateral surface of the insulation layer of parcel fiberglass gridding is provided with face brick.
Described angle steel is equilateral stainless steel angle steel, and material is the 1Cr18Ni9Ti pickling of stainless steel.
Described angle steel tightens uniform screw on wall covering surface one side, and the center to center distance between the adjacent screw is 600 millimeters, and angle steel is fixed on the wall face by the M12 expansion bolt.
Face brick lateral surface place is provided with silicone sealant perpendicular to the place, outer end, angle steel another side of metope.
Useful technique effect of the present utility model is embodied in following several aspect:
1, creatively using antirust angle steel carriage unloads external wall outer insulation and face brick layer thereof, rely on the support of carriage, outer heat-preserving facing brick layer segmentation vertically unloads to exterior wall, thereby solved a difficult problem that limited by face brick paving height, outer plinth course material in external wall outer insulation upper berth furring brick;
2, external wall outer insulation-antirust angle steel carriage unloading system is carried out joint structure design, solved problems such as the watertightness of external wall outer insulation and weatherability;
3, utilize the antirust angle steel carriage that installs external wall elevation to be separated into the plurality of sections of level, position of joints to partitioning slot adopts flexible material to seal, thereby reduce thermal stresses that external wall insulating layer produces, inner Creep Stress effectively, significantly reduced the appearance in wall face crack;
4, the essential structure of adopting the face brick way to satisfy to the external wall outer insulation wall system of used heat insulating material requires to make substantially and defines, and satisfies the total quality and the safety of exterior wall better.
Description of drawings
Fig. 1 is the utility model structural representation,
Fig. 2 is the right view of Fig. 1,
Fig. 3 is office's enlarged drawing of Fig. 1,
Fig. 4 is the utility model stereoscopic-state figure.
The specific embodiment
Below in conjunction with accompanying drawing, the utility model is further described by embodiment.
Embodiment:
Referring to Fig. 1, Fig. 2 and Fig. 3, operating process:
(1), antirust angle steel carriage processing and fabricating:
1. type selecting: select the model of antirust angle steel 2 according to outer wall heat preservation system thickness, angle steel 2 length of sides are pressed following formula and are determined:
The angle steel length of side=exterior-wall heat insulation layer thickness+face brick layer thickness-3mm
Antirust angle steel carriage is selected the equilateral stainless steel angle steel of finished product for use by above length of side requirement, and material is the 1Cr18Ni9Ti pickling of stainless steel.
2. make: adopt the power auger circular hole by center to center distance 600mm at angle steel on one side, Circularhole diameter is pressed following formula and is determined:
The zinc-plated expansion bolt standard component of Circularhole diameter=M12 external diameter+2mm
(2), antirust angle steel carriage is installed:
Adopt the zinc-plated expansion bolt standard component 5 of M12, by center to center distance 600mm with the stainless steel angle steel carriage that processes, the peripheral level of lateral surface floor absolute altitude horizon (or exterior wall design level separator bar) along outer body of wall 1 is anchored on the outer plinth course, by every two-layer floor height level one circle is installed.(through calculating, angle steel carriage unloading system satisfies the vertical shear load that the external hanging type insulation layer upper berth furring brick of any material is produced fully.)
(3), the paving of insulation layer construction and face brick:
After the installation of antirust angle steel carriage unloading system, just can be on antirust angle steel carriage routinely construction technology carry out the construction of insulation layer 3 and face brick layer 4.Antirust angle steel carriage and insulation layer have been formed jointly to external wall outer insulation-antirust angle steel carriage unloading system.
(4), essential structure design:
According to the stress characteristic of external wall outer insulation and face brick layer, external wall outer insulation-antirust angle steel carriage unloading system also need satisfy following essential structure designing requirement:
1. in the polymers anti-cracking mortar protective facing on insulation layer two-layer alkali-resistant glass fibre grid cloth 6 is set, insulation layer construction and grid cloth paving are satisfied conventional heat preservation construction technological requirement and are got final product, and material performance indexs such as insulation layer 3, alkali-resistant glass fibre grid cloth 6, polymers anti-cracking mortar meet heat insulating work industry standard and Beijing's provincial standard relevant regulations;
2. adopt the external hanging type heat insulating material as insulation layer, insulation layer adopts special-purpose adhesive and basic unit's body of wall bonding, and bond area is not less than 50%;
3. if insulation layer adopts the EPS plate, the warming plate density requirements should be less than 25kg/m 2, the special plastic anchoring piece on the insulation layer is blossom type and arranges that anchoring quantity should not be less than 6/m 2, anchoring piece carries out anchoring after the paving of first floor alkali resistant glass fibre open weave cloth finishes, and the anchoring piece block is equal with the warming plate face; Anchoring piece is installed signal and is seen shown in Figure 4.
4. face brick adopts special-purpose bonding rubber cement or presses the designing requirement paving.In national sector standard and the standard, requirement is carried out the adhesion strength check to the face brick after completing, but be only applicable to the way of direct furring brick on the leveling layer of solid wall or way similarly, binding face tile on the external wall outer insulation surface layer, both not had country and provincial standard at present can follow, and does not also have any test stone.This method is made clearly regulation: when carrying out the field test of face brick adhesion strength, it is qualified that the intensity level that is detected when causing insulation layer to be destroyed and destroy by drawing is when reaching insulation regulation and stipulation heat insulating material intensity level.
(5), joint structure design
For guaranteeing the whole watertightness and the weatherability of external wall outer insulation-face brick coating systems, need design of node is carried out in antirust angle steel carriage unloading system installation position, main way is:
1. with carriage handing-over top, position and bottom heat insulating material, turn over bag with the alkali-resistant glass fibre grid cloth, and carry out mask with polymers anti-cracking mortar;
2. after the construction of insulation layer and face brick layer finishes, at twice the node place is carried out encapsulation process with silicone sealant.

Claims (4)

1, the exterior wall that has steel carriage unloading system external thermal insulation, comprise outer body of wall, it is characterized in that: the lateral surface basic unit upper edge absolute altitude horizon of described outer body of wall uniform angle steel, the spacing between the adjacent angle steel is a 1.5-2.5 rice, metope is close in described angle steel one side, and the another side is perpendicular to metope; Other lateral surface basic unit of outer body of wall is provided with the insulation layer of parcel alkali-resistant glass fibre grid cloth, and the lateral surface of the insulation layer of parcel fiberglass gridding is provided with face brick.
2, the exterior wall with steel carriage unloading system external thermal insulation according to claim 1, it is characterized in that: described angle steel is equilateral stainless steel angle steel, and material is the 1Cr18Ni9Ti pickling of stainless steel.
3, the exterior wall with steel carriage unloading system external thermal insulation according to claim 1, it is characterized in that: described angle steel tightens uniform screw on wall covering surface one side, center to center distance between the adjacent screw is 600 millimeters, and angle steel is fixed on the wall face by the M12 expansion bolt.
4, the exterior wall with steel carriage unloading system external thermal insulation according to claim 1, it is characterized in that: face brick lateral surface place is provided with silicone sealant perpendicular to the place, outer end, angle steel another side of metope.
CNU2007200416690U 2007-11-28 2007-11-28 Exterior wall with steel bracket-unloaded external heat-insulating layer Expired - Fee Related CN201128951Y (en)

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Application Number Priority Date Filing Date Title
CNU2007200416690U CN201128951Y (en) 2007-11-28 2007-11-28 Exterior wall with steel bracket-unloaded external heat-insulating layer

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102733498A (en) * 2012-07-05 2012-10-17 成军 High-rise residential building external thermal insulation system construction method
CN104631633A (en) * 2014-12-23 2015-05-20 中建四局第六建筑工程有限公司 Cement foaming exterior wall external insulation project segmented unloading method
CN110130606A (en) * 2019-05-22 2019-08-16 中建八局第三建设有限公司 Heat preservation decoration integrative fills wall position double-mechanical anchor system and its construction method

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102733498A (en) * 2012-07-05 2012-10-17 成军 High-rise residential building external thermal insulation system construction method
WO2014005401A1 (en) * 2012-07-05 2014-01-09 南通纺织职业技术学院 External thermal insulation system construction method for high-rise residential buildings
CN104631633A (en) * 2014-12-23 2015-05-20 中建四局第六建筑工程有限公司 Cement foaming exterior wall external insulation project segmented unloading method
CN110130606A (en) * 2019-05-22 2019-08-16 中建八局第三建设有限公司 Heat preservation decoration integrative fills wall position double-mechanical anchor system and its construction method
CN110130606B (en) * 2019-05-22 2024-04-09 中建八局第三建设有限公司 Double mechanical anchoring system for heat-insulating and decoration integrated filling wall part and construction method thereof

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GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20081008

Termination date: 20121128