CN204703320U - The cast-in-place external mold compound insulation system of a kind of fibre reinforced cement steel wire net rack - Google Patents
The cast-in-place external mold compound insulation system of a kind of fibre reinforced cement steel wire net rack Download PDFInfo
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- CN204703320U CN204703320U CN201520313539.2U CN201520313539U CN204703320U CN 204703320 U CN204703320 U CN 204703320U CN 201520313539 U CN201520313539 U CN 201520313539U CN 204703320 U CN204703320 U CN 204703320U
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- steel wire
- warming plate
- reinforced cement
- mortar layer
- fabric sheet
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Abstract
The utility model discloses the cast-in-place external mold compound insulation system of a kind of fibre reinforced cement steel wire net rack, belong to construction building field of material technology, its structure comprises boundary mortar layer, warming plate, oblique cutting steel wire, steel fabric sheet, anchoring piece and fiber reinforced cement mortar layer; Described boundary mortar layer is sprayed coating, warming plate is positioned at outside boundary mortar layer, oblique cutting steel wire one end penetrates warming plate and exposes, the oblique cutting steel wire other end is welded on steel fabric sheet, leave space between steel fabric sheet and warming plate, built fiber reinforced cement mortar layer in space and made it not have steel fabric sheet; Described anchoring piece successively through fiber reinforced cement mortar layer, steel fabric sheet, oblique cutting steel wire, warming plate and boundary mortar layer, is then built in concrete wall from outside to inside.The feature such as a kind of fibre reinforced cement steel wire net rack of the present utility model cast-in-place external mold compound insulation system has not easy to crack, hollowing, seepage, get loose, thus has good application value.
Description
Technical field
The utility model relates to a kind of construction building field of material technology, the cast-in-place external mold compound insulation system of especially a kind of fibre reinforced cement steel wire net rack.
Background technology
Along with deepening constantly of China's Building Energy-saving Work, accelerate building energy conservation and structure-integrated Technique Popularizing, progressively limit that superseded obviously the conventional outer wall outside wall heat preservation of backwardness is imperative, exterior-wall heat insulation, it is popular a kind of building heat preservation mode, but there is comparatively serious common fault: one is that metope easily ftractures, composition and the construction technology of this and warming plate overcoat have direct relation.Two is that current exterior-wall heat insulation is generally taked to paste the mode adding anchoring warming plate is fixed on exterior wall.The maximum drawback of this mode is the long-term fastness that cannot ensure between body of wall and warming plate, may because of reasons such as the material of anchoring piece, anchoring process and bonding way, there will be problem after long-term use, even cause quality problems and the security incidents such as wall body slit, seepage, hollowing, insulation layer come off.
Utility model content
The purpose of this utility model is the shortcoming overcoming existing external wall insulation, the cast-in-place external mold compound insulation system of fibre reinforced cement steel wire net rack provide a kind of not easy to crack, hollowing, seepage, getting loose.
The utility model solves the technical scheme that its technical problem adopts: it comprises boundary mortar layer, warming plate, oblique cutting steel wire, steel fabric sheet, anchoring piece and fiber reinforced cement mortar layer; Described boundary mortar layer is sprayed coating, warming plate is positioned at outside boundary mortar layer, oblique cutting steel wire one end penetrates warming plate and exposes, the oblique cutting steel wire other end is welded on steel fabric sheet, leave space between steel fabric sheet and warming plate, built fiber reinforced cement mortar layer in space and made it not have steel fabric sheet; Described anchoring piece successively through fiber reinforced cement mortar layer, steel fabric sheet, oblique cutting steel wire, warming plate and boundary mortar layer, is then built in concrete wall from outside to inside.
Described warming plate is one in extruded sheet, polyphenyl plate or compound use.
Described warming plate can be plane, also can be nonplanar.
During warming plate employing on-plane surface warming plate, cut out dovetail groove at warming plate outer surface, described dovetail groove is positioned at warming plate outer surface, for up-narrow and down-wide trapezoidal channel-shaped body, upper base is 30mm, goes to the bottom as 50mm, height is 5-10mm, and the distance of adjacent dovetail groove is 25-50mm.
Described oblique cutting steel wire diameter is not less than 2.2mm, and oblique cutting steel wire penetrates warming plate, exposes be not less than 30mm at the opposite side of warming plate.
The aperture of described steel fabric sheet is 50mm*50mm, and steel fabric sheet steel wire diameter used is not less than 2.0mm, and the vertical distance between steel fabric sheet and warming plate is 5-15mm.
Described anchoring piece comprises nylon disk, sleeve pipe, cover connected nut, cover connecting bolt and fixed mount, cover connecting bolt is the threaded column structure in top, weld together with fixed mount, nylon disk is round sheet body, be positioned within fiber reinforced cement mortar layer, sleeve pipe is hollow columnar body structure, with nylon disk integrated injection molding, cover connected nut is arranged in vacancy in the middle part of sleeve pipe, together with socket bolt tightening.
Described nylon disk diameter is not less than 8mm, the socket diameter of bolt is not less than 6mm, the length that anchoring piece gos deep within concrete wall is no less than 50mm, and the distribution every square metre on warming plate is no less than 4 or determined by test, is not more than 200mm outside anchoring piece centre distance warming plate.
Described fixed mount is circle, in-line, cross or rectangle, is embedded in concrete wall.
The utility model is produced and constructure scheme
1, cutting machine is used warming plate to be cut into the size of regulation.During as being designed to on-plane surface warming plate, dovetail groove need be cut out on warming plate;
2, be laid on warming plate on warming plate with the steel fabric sheet of size be cut in advance, send into assembly welding machine, adopt two-way 45 degree oblique cutting steel wires that steel fabric sheet and warming plate are formed a whole, reserve the spacing of 5-15mm between steel fabric sheet and warming plate;
3, put into anchoring piece in above-mentioned half-finished permanent position, enter mortar casting machine, the fiber reinforced cement mortar prepared is cast in spacing reserved between steel fabric sheet and warming plate, makes its thickness exceed steel fabric sheet horizontal plane 3-8mm;
4, fog room is entered by after regulation maintenance, at the reverse side sprayed-on polymer boundary mortar of warming plate, warehouse-in;
5, during construction, first the reinforcing cage that the utility model and cast-in-situ concrete are preset is fixed together, the one side of sprayed-on polymer boundary mortar is close to reinforcing cage, and the fiber reinforced cement mortar layer with steel fabric sheet is outside; The fixed mount of anchoring piece is positioned in the middle part of reinforcing cage, grip connecting bolt with cover connected nut be screwed in together with after, by fixed mount with iron wire colligation on reinforcing cage; With plank and support member, this product is fixing and after firm supporting, pour into concrete; After the number of days that maintenance specifies, remove plank and support, in-situ concrete wall and warming plate complete simultaneously, warming plate and concrete wall one integrated mass.
Compared to the prior art the cast-in-place external mold compound insulation system of a kind of fibre reinforced cement steel wire net rack of the present utility model, has following outstanding beneficial effect:
1, surface layer of the present utility model is designed to fiber reinforced cement mortar layer, has the characteristic of high-strength cracking resistance, effectively can prevent the problems such as metope cracking and relevant seepage.
2, the utility model have employed the mode that steel wire net rack penetrating type steel wire is closely linked warming plate surface layer and concrete wall, uniform force, science, and bond strength is large, and effectively can avoid wall hollow drum and the problem that comes off, safety is good.
3, the utility model employs special anchoring piece, the nylon disk of parts of plastics is embedded in fiber reinforced cement mortar layer, and the fixed mount of metallic member, in concrete wall, reduces heat transfer, and increase the bond strength of the utility model and body of wall further, make safety factor higher.
Accompanying drawing explanation
Accompanying drawing 1 is the side, sectional structural representation of the cast-in-place external mold compound insulation system of a kind of fibre reinforced cement steel wire net rack;
Accompanying drawing 2 is structural representations of the anchoring piece shown in Fig. 1;
Description of reference numerals: 1, boundary mortar layer, 2, warming plate, 3, oblique cutting steel wire, 4, steel fabric sheet, 5, fiber reinforced cement mortar layer, 6, anchoring piece, 7, concrete wall, 8, nylon disk, 9, sleeve pipe, 10, cover connected nut, 11, cover connecting bolt, 12, fixed mount.
Detailed description of the invention
With reference to Figure of description 1 and accompanying drawing 2, the cast-in-place external mold compound insulation system of a kind of fibre reinforced cement steel wire net rack of the present utility model is described in detail below.
The cast-in-place external mold compound insulation system of a kind of fibre reinforced cement steel wire net rack of the present utility model, its structure comprises boundary mortar layer 1, warming plate 2, oblique cutting steel wire 3, steel fabric sheet 4, anchoring piece 6 and fiber reinforced cement mortar layer 5; Described boundary mortar layer 1 is sprayed coating, be sprayed on warming plate 2, warming plate 2 is positioned at outside boundary mortar layer 1, oblique cutting steel wire 3 penetrates warming plate 2, be positioned at inside and the both sides of warming plate 2, steel fabric sheet 4 and oblique cutting steel wire 3 weld together, steel fabric sheet 4 is positioned at the outside of oblique cutting steel wire 3, space is left between steel fabric sheet 4 and warming plate 2, build fiber reinforced cement mortar layer 5 in space and made it not have steel fabric sheet 4, fiber reinforced cement mortar layer 6 is positioned at outermost, covers steel fabric sheet 4 and oblique cutting steel wire 3 Outboard Sections at warming plate 2; Described anchoring piece 6 successively through fiber reinforced cement mortar layer 5, steel fabric sheet 4, oblique cutting steel wire 3, warming plate 2 and boundary mortar layer 1, is then built in concrete wall 7 from outside to inside.
Described warming plate 2 is one in extruded sheet, polyphenyl plate or compound use.
Warming plate is preferably: warming plate 2 is extruded sheet.
Described warming plate 2 can be plane, also can be nonplanar.
When warming plate 2 adopts on-plane surface warming plate, cut out dovetail groove at warming plate 2 outer surface, described dovetail groove is positioned at warming plate outer surface, for up-narrow and down-wide trapezoidal channel-shaped body, upper base is 30mm, goes to the bottom as 50mm, height is 5-10mm, and the distance of adjacent dovetail groove is 25-50mm.
Dovetail groove is preferably: the upper base of dovetail groove is 30mm, goes to the bottom as 50mm, and height is 5mm, and the distance of adjacent dovetail groove is 40mm.
Described oblique cutting steel wire 3 diameter is not less than 2.2mm, and oblique cutting steel wire 3 penetrates warming plate 2, exposes be not less than 30mm at the opposite side of warming plate 2.
Oblique cutting steel wire is preferably: oblique cutting steel wire 3 diameter is 2.2mm, and oblique cutting steel wire 3 penetrates warming plate 2 and exposes 50mm.
The aperture of described steel fabric sheet 4 is 50mm*50mm, and steel fabric sheet 4 steel wire diameter used is not less than 2.0mm, and the vertical distance between steel fabric sheet 4 and warming plate 2 is 5-15mm.
Steel fabric sheet is preferably: the steel wire diameter of steel fabric sheet 4 is 2.0mm, and mesh sheet aperture is 50mm, and the vertical distance between steel fabric sheet 4 and warming plate 2 is 6mm, and the thickness of fiber reinforced cement mortar layer 5 is 12mm.
Described anchoring piece 6 comprises nylon disk 8, sleeve pipe 9, cover connected nut 10, cover connecting bolt 11 and fixed mount 12, cover connecting bolt 11 is the threaded column structure in top, weld together with fixed mount 12, nylon disk 8 is round sheet body, be positioned within fiber reinforced cement mortar layer 5, sleeve pipe 9 is hollow columnar body structure, with nylon disk 8 integrated injection molding, cover connected nut 10 is arranged in vacancy in the middle part of sleeve pipe 9, together with being tightened in cover connecting bolt 11.
Described nylon disk 8 diameter is not less than 8mm, cover connecting bolt 11 diameter is not less than 6mm, the length that anchoring piece 6 gos deep within concrete wall 7 is no less than 50mm, and the distribution every square metre on warming plate 2 is no less than 4, is not more than 200mm outside anchoring piece 6 centre distance warming plate.
Anchoring piece is preferably: anchoring piece 6 gos deep into the length 50mm within concrete wall 7, the distribution every square metre on warming plate 24,150mm outside anchoring piece centre distance warming plate.
Described fixed mount 12 is circle, in-line, cross or rectangle, is embedded in concrete wall 7.
Except the technical characteristic described in manual, be the known technology of those skilled in the art.
Claims (9)
1. the cast-in-place external mold compound insulation system of fibre reinforced cement steel wire net rack, is characterized in that: comprise boundary mortar layer, warming plate, oblique cutting steel wire, steel fabric sheet, anchoring piece and fiber reinforced cement mortar layer; Described boundary mortar layer is sprayed coating, warming plate is positioned at outside boundary mortar layer, oblique cutting steel wire one end penetrates warming plate and exposes, the oblique cutting steel wire other end is welded on steel fabric sheet, leave space between steel fabric sheet and warming plate, built fiber reinforced cement mortar layer in space and made it not have steel fabric sheet; Described anchoring piece successively through fiber reinforced cement mortar layer, steel fabric sheet, oblique cutting steel wire, warming plate and boundary mortar layer, is then built in concrete wall from outside to inside.
2. the cast-in-place external mold compound insulation system of a kind of fibre reinforced cement steel wire net rack according to claim 1, is characterized in that: described warming plate is one in extruded sheet, polyphenyl plate or compound use.
3. the cast-in-place external mold compound insulation system of a kind of fibre reinforced cement steel wire net rack according to claim 1, it is characterized in that: described warming plate can be plane, also can be nonplanar.
4. the cast-in-place external mold compound insulation system of a kind of fibre reinforced cement steel wire net rack according to claim 3, it is characterized in that: during warming plate employing on-plane surface warming plate, dovetail groove is cut out at warming plate outer surface, described dovetail groove is positioned at warming plate outer surface, for up-narrow and down-wide trapezoidal channel-shaped body, upper base is 30mm, goes to the bottom as 50mm, height is 5-10mm, and the distance of adjacent dovetail groove is 25-50mm.
5. the cast-in-place external mold compound insulation system of a kind of fibre reinforced cement steel wire net rack according to claim 1, is characterized in that: described oblique cutting steel wire diameter is not less than 2.2mm, and oblique cutting steel wire penetrates warming plate, exposes be not less than 30mm at the opposite side of warming plate.
6. the cast-in-place external mold compound insulation system of a kind of fibre reinforced cement steel wire net rack according to claim 1, it is characterized in that: the aperture of described steel fabric sheet is 50mm*50mm, steel fabric sheet steel wire diameter used is not less than 2.0mm, and the vertical distance between steel fabric sheet and warming plate is 5-15mm.
7. the cast-in-place external mold compound insulation system of a kind of fibre reinforced cement steel wire net rack according to claim 1, it is characterized in that: described anchoring piece comprises nylon disk, sleeve pipe, cover connected nut, cover connecting bolt and fixed mount, cover connecting bolt is the threaded column structure in top, weld together with fixed mount, nylon disk is round sheet body, be positioned within fiber reinforced cement mortar layer, sleeve pipe is hollow columnar body structure, with nylon disk integrated injection molding, cover connected nut is arranged in vacancy in the middle part of sleeve pipe, together with socket bolt tightening.
8. the cast-in-place external mold compound insulation system of a kind of fibre reinforced cement steel wire net rack according to claim 7, it is characterized in that: described nylon disk diameter is not less than 8mm, the socket diameter of bolt is not less than 6mm, the length that anchoring piece gos deep within concrete wall is no less than 50mm, and the distribution every square metre on warming plate is no less than 4, outside anchoring piece centre distance warming plate, be not more than 200mm.
9. the cast-in-place external mold compound insulation system of a kind of fibre reinforced cement steel wire net rack according to claim 7, is characterized in that: described fixed mount is circle, in-line, cross or rectangle, is embedded in concrete wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520313539.2U CN204703320U (en) | 2015-05-15 | 2015-05-15 | The cast-in-place external mold compound insulation system of a kind of fibre reinforced cement steel wire net rack |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520313539.2U CN204703320U (en) | 2015-05-15 | 2015-05-15 | The cast-in-place external mold compound insulation system of a kind of fibre reinforced cement steel wire net rack |
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| Publication Number | Publication Date |
|---|---|
| CN204703320U true CN204703320U (en) | 2015-10-14 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201520313539.2U Expired - Fee Related CN204703320U (en) | 2015-05-15 | 2015-05-15 | The cast-in-place external mold compound insulation system of a kind of fibre reinforced cement steel wire net rack |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105401663A (en) * | 2015-10-21 | 2016-03-16 | 张磊 | Low-cost and high-strength insulating wall |
| CN110359669A (en) * | 2019-07-31 | 2019-10-22 | 湖北卓宝建筑节能科技有限公司 | A kind of heat insulation floor |
| CN111042379A (en) * | 2020-01-08 | 2020-04-21 | 湖南仲鹏实业有限公司 | Cast-in-place disassembly-free module combined wall integrated construction method |
| CN113802703A (en) * | 2021-09-10 | 2021-12-17 | 上海市建工设计研究总院有限公司 | Outer insulation board connecting piece and mounting method and structure of outer insulation board |
-
2015
- 2015-05-15 CN CN201520313539.2U patent/CN204703320U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105401663A (en) * | 2015-10-21 | 2016-03-16 | 张磊 | Low-cost and high-strength insulating wall |
| CN110359669A (en) * | 2019-07-31 | 2019-10-22 | 湖北卓宝建筑节能科技有限公司 | A kind of heat insulation floor |
| CN111042379A (en) * | 2020-01-08 | 2020-04-21 | 湖南仲鹏实业有限公司 | Cast-in-place disassembly-free module combined wall integrated construction method |
| CN113802703A (en) * | 2021-09-10 | 2021-12-17 | 上海市建工设计研究总院有限公司 | Outer insulation board connecting piece and mounting method and structure of outer insulation board |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: LIAOCHENG JINXIN BUILDING ENERGY SAVING CO., LTD. Assignor: Shandong Liaocheng Construction Group Co., Ltd. Contract record no.: 2016370000025 Denomination of utility model: Cast -in -place external mold compound incubation system of fibre reinforced cement steel mesh frame Granted publication date: 20151014 License type: Exclusive License Record date: 20160505 |
|
| LICC | Enforcement, change and cancellation of record of contracts on the licence for exploitation of a patent or utility model | ||
| 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: 20151014 Termination date: 20210515 |