CN203977773U - A kind of rock wool metal wind resistance composite plate - Google Patents

A kind of rock wool metal wind resistance composite plate Download PDF

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Publication number
CN203977773U
CN203977773U CN201420118928.5U CN201420118928U CN203977773U CN 203977773 U CN203977773 U CN 203977773U CN 201420118928 U CN201420118928 U CN 201420118928U CN 203977773 U CN203977773 U CN 203977773U
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CN
China
Prior art keywords
steel plate
limit
pin thread
rock wool
wind resistance
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 - Lifetime
Application number
CN201420118928.5U
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Chinese (zh)
Inventor
许金勇
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.)
Gangzhijie Construction Technology Tianjin Co ltd
Original Assignee
Shanghai Beststeel Steel Structure Building Co Ltd
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 Shanghai Beststeel Steel Structure Building Co Ltd filed Critical Shanghai Beststeel Steel Structure Building Co Ltd
Priority to CN201420118928.5U priority Critical patent/CN203977773U/en
Application granted granted Critical
Publication of CN203977773U publication Critical patent/CN203977773U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

The utility model relates to a kind of rock wool metal wind resistance composite plate, draw together outside steel plate, inner side steel plate, be arranged on the rock wool core materials between outside steel plate and inner side steel plate, the both sides of outside steel plate arrange respectively pin thread limit and box limit, the both sides of inner side steel plate arrange respectively the box limit corresponding with steel plate both sides, outside and pin thread limit, the box limit that two composite plates are mutually mated by both sides when connecting and pin thread checkpost link and connect, on pin thread limit, be provided with and be connected pad with the junction on box limit, this connection pad is bending-like structure, be socketed on pin thread limit, the upper surface that connects pad offers connecting hole, tapping screw wore connection pad by this connecting hole, outside steel plate, rock wool core materials and inner side steel plate, composite plate is fixedly connected on wall face.Compared with prior art, the utlity model has that wind resistance is significantly strengthened, simple installation, the advantage such as applied widely.

Description

A kind of rock wool metal wind resistance composite plate
Technical field
The utility model relates to building material field, especially relates to a kind of rock wool metal wind resistance composite plate.
Background technology
Rock wool composite metal plate is to adopt color coated steel sheet as ectonexine, core adopts the composite board of rock wool, it is primary raw material that rock wool be take the natural rock of high-quality, as basalt, brightness feldspar, dolomites etc. are primary raw material, add appropriate cementing agent, through high melt, by four roller centrifuge high speed centrifugations, becoming fiber to solidify processes, through trapping band, collect mail again, pendulum paving is cotton, solidify, cutting forms the product of different size, have and do not fire, coefficient of thermal conductivity is low, sound insulation, the features such as chemical stability, this product is widely used in metallurgy, electric power, chemical industry, building, the fields such as boats and ships, a kind of both economical, heat insulation effect is good ideal material again.
Rock wool composite metal plate is because its external surface attractive in appearance is used on the outer facade of high-end building in a large number, but while using on building due to rock wool composite metal plate, external surface can not allow to occur bright nail, the wind resistance of composite plate is weak link always like this, the place of destroying is all generally at tongue and groove position, the tongue and groove of plate is divided into both sides, pin thread limit and box limit, plate is fixed on the pin thread limit of a upper plate by tapping screw, then next plate inserts pin thread limit by box limit, formed a conventional connected mode, because box limit does not have self-drilling connection, the size of bayonet socket intensity directly affects wind loading rating, composite plate is in the situation that being subject to wind effect, easily at self-drilling connection place pin thread plate, produce tear failure, thereby affect the fastening of box, cause box to skid off from pin thread, shingle nail is blown open the destruction that causes whole face wall.
Utility model content
The purpose of this utility model be exactly in order to overcome the defect that above-mentioned prior art exists, provide that a kind of wind resistance is significantly strengthened, simple installation, rock wool metal wind resistance composite plate applied widely.
The purpose of this utility model can be achieved through the following technical solutions:
A kind of rock wool metal wind resistance composite plate, comprise outside steel plate, inner side steel plate, be arranged on the rock wool core materials between outside steel plate and inner side steel plate, the both sides of described outside steel plate arrange respectively pin thread limit and box limit, the both sides of described inner side steel plate arrange respectively the box limit corresponding with steel plate both sides, outside and pin thread limit, the box limit that two composite plates are mutually mated by both sides when connecting and pin thread checkpost link and connect
On pin thread limit, be provided with and be connected pad with the junction on box limit, this connection pad is bending-like structure, be socketed on pin thread limit, the upper surface that connects pad offers connecting hole, tapping screw wore connection pad, outside steel plate, rock wool core materials and inner side steel plate by this connecting hole, and composite plate is fixedly connected on wall face.
Described pin thread limit is provided with horizontal protuberance, and described connection pad is socketed on this protuberance.
The bottom of described connection pad is provided with the crotch being socketed on the protuberance of pin thread limit.
The upper surface of described connection pad is provided with the reinforcing rib to upper process.
The outer of the upper surface of described connection pad is provided with the edge on buckle box limit, and the shape on the shape at this edge and box limit matches, further fixing box limit.
Compared with prior art, the utility model carries out consolidation process in the region of pin thread limit weakness, by sunykatuib analysis and processing, connection pad is placed in to position, pin thread limit and strengthens, and pass through wind load test, obtained extraordinary wind resistance effect, in U.S. FM test room, carried out wind load test, wind resistance grade reaches 196PSF, 9.38KN/m2, the wind load power that is equivalent to the super hurricane generation of 122m/s, and simple installation, applied widely.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the partial structurtes schematic diagram of the utility model when connecting;
Fig. 3 is for connecting the main TV structure schematic diagram of pad;
Fig. 4 is for connecting the structural representation of pad.
In figure, 1 is that outside steel plate, 2 is that rock wool core materials, 3 is that inner side steel plate, 4 is that pin thread limit, 5 is that box limit, 6 is that connection pad, 61 is that crotch, 62 is that connecting hole, 63 is that reinforcing rib, 64 is that edge, 7 is tapping screw.
The specific embodiment
Below in conjunction with the drawings and specific embodiments, the utility model is elaborated.
Embodiment
A kind of rock wool metal wind resistance composite plate, its structure as shown in Figure 1, comprise outside steel plate 1, inner side steel plate 3, be arranged on the rock wool core materials 2 between outside steel plate 1 and inner side steel plate 3, the both sides of outside steel plate 1 arrange respectively pin thread limit 4 and box limit 5, the both sides of inner side steel plate 3 arrange respectively the box limit 5 corresponding with outside steel plate 1 both sides and pin thread limit 4, box limit 5 and pin thread limit 4 buckles that two composite plates are mutually mated by both sides when connecting connect, as shown in Figure 2.On pin thread limit 4, be provided with and be connected pad 6 with the junction on box limit 5, this connection pad 6 is bending-like structure, as shown in Figure 3-4, the bottom that connects pad 6 is provided with crotch 61, thereby can be socketed on the horizontal protuberance of pin thread limit 4 settings connecting pad 6, at the upper surface that connects pad 6, offer connecting hole 62, tapping screw 7 wore connection pad 6, outside steel plate 1, rock wool core materials 2 and inner side steel plate 3 by this connecting hole 62, and composite plate is fixedly connected on wall face.In addition, at the upper surface that connects pad 6, be provided with the reinforcing rib 63 to upper process, the outer that connects the upper surface of pad 6 is provided with the edge 64 for buckle box limit 5, and the shape on the shape at this edge 64 and box limit 5 matches, thus can be further fixing box limit 5.The utility model carries out consolidation process by the weakness zone on the pin thread limit 4 in composite plate, by sunykatuib analysis and processing, connection pad 6 is placed in to 4 positions, pin thread limit to be strengthened, and pass through wind load test, obtained extraordinary wind resistance effect, in U.S. FM test room, carried out wind load test, wind resistance grade reaches 196PSF, 9.38KN/m2, is equivalent to the wind load power that the super hurricane of 122m/s produces.

Claims (5)

1. a rock wool metal wind resistance composite plate, comprise outside steel plate, inner side steel plate, be arranged on the rock wool core materials between outside steel plate and inner side steel plate, the both sides of described outside steel plate arrange respectively pin thread limit and box limit, the both sides of described inner side steel plate arrange respectively the box limit corresponding with steel plate both sides, outside and pin thread limit, the box limit that two composite plates are mutually mated by both sides when connecting and pin thread checkpost link and connect
It is characterized in that, on pin thread limit, be provided with and be connected pad with the junction on box limit, this connection pad is bending-like structure, be socketed on pin thread limit, the upper surface that connects pad offers connecting hole, tapping screw wore connection pad, outside steel plate, rock wool core materials and inner side steel plate by this connecting hole, and composite plate is fixedly connected on wall face.
2. a kind of rock wool metal wind resistance composite plate according to claim 1, is characterized in that, described pin thread limit is provided with horizontal protuberance, and described connection pad is socketed on this protuberance.
3. a kind of rock wool metal wind resistance composite plate according to claim 2, is characterized in that, the bottom of described connection pad is provided with the crotch being socketed on the protuberance of pin thread limit.
4. according to a kind of rock wool metal wind resistance composite plate described in any one in claim 1-3, it is characterized in that, the upper surface of described connection pad is provided with the reinforcing rib to upper process.
5. according to a kind of rock wool metal wind resistance composite plate described in any one in claim 1-3, it is characterized in that, the outer of the upper surface of described connection pad is provided with the edge on buckle box limit, and the shape on the shape at this edge and box limit matches, further fixing box limit.
CN201420118928.5U 2014-03-14 2014-03-14 A kind of rock wool metal wind resistance composite plate Expired - Lifetime CN203977773U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420118928.5U CN203977773U (en) 2014-03-14 2014-03-14 A kind of rock wool metal wind resistance composite plate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420118928.5U CN203977773U (en) 2014-03-14 2014-03-14 A kind of rock wool metal wind resistance composite plate

Publications (1)

Publication Number Publication Date
CN203977773U true CN203977773U (en) 2014-12-03

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CN201420118928.5U Expired - Lifetime CN203977773U (en) 2014-03-14 2014-03-14 A kind of rock wool metal wind resistance composite plate

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104912277A (en) * 2014-03-14 2015-09-16 上海钢之杰钢结构建筑***有限公司 Stone wool metal wind-resistant composite plate with good wind-resistant performance

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104912277A (en) * 2014-03-14 2015-09-16 上海钢之杰钢结构建筑***有限公司 Stone wool metal wind-resistant composite plate with good wind-resistant performance

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
TR01 Transfer of patent right
TR01 Transfer of patent right

Effective date of registration: 20200929

Address after: No. 11, Haihang West Road, modern industrial zone, Ninghe District, Tianjin

Patentee after: Gangzhijie construction technology (Tianjin) Co.,Ltd.

Address before: 200949 Shanghai city Baoshan District Luo Road No. 1309 (Baoshan Industrial Park)

Patentee before: SHANGHAI BESTSTEEL STEEL STRUCTURE BUILDING SYSTEM Co.,Ltd.

CX01 Expiry of patent term
CX01 Expiry of patent term

Granted publication date: 20141203