CN203361358U - Deformable connecting structure between masonry wall and metal wall - Google Patents
Deformable connecting structure between masonry wall and metal wall Download PDFInfo
- Publication number
- CN203361358U CN203361358U CN201320382218.9U CN201320382218U CN203361358U CN 203361358 U CN203361358 U CN 203361358U CN 201320382218 U CN201320382218 U CN 201320382218U CN 203361358 U CN203361358 U CN 203361358U
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- China
- Prior art keywords
- wall
- metal
- sheet metal
- steel column
- masonry
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- 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
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- 239000002184 metal Substances 0.000 title claims abstract description 102
- 229910052751 metal Inorganic materials 0.000 title claims abstract description 102
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 45
- 239000010959 steel Substances 0.000 claims abstract description 45
- 239000000463 material Substances 0.000 claims abstract description 23
- 238000012856 packing Methods 0.000 claims description 12
- 244000025254 Cannabis sativa Species 0.000 claims description 4
- 235000012766 Cannabis sativa ssp. sativa var. sativa Nutrition 0.000 claims description 4
- 235000012765 Cannabis sativa ssp. sativa var. spontanea Nutrition 0.000 claims description 4
- 239000010426 asphalt Substances 0.000 claims description 4
- 235000009120 camo Nutrition 0.000 claims description 4
- 235000005607 chanvre indien Nutrition 0.000 claims description 4
- 239000000835 fiber Substances 0.000 claims description 4
- 239000011487 hemp Substances 0.000 claims description 4
- 150000002739 metals Chemical class 0.000 claims description 4
- 229920003023 plastic Polymers 0.000 claims description 4
- 239000004033 plastic Substances 0.000 claims description 4
- 229920001084 poly(chloroprene) Polymers 0.000 claims description 4
- 230000002209 hydrophobic effect Effects 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 5
- 238000009434 installation Methods 0.000 abstract description 4
- 239000003245 coal Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 239000011083 cement mortar Substances 0.000 description 2
- 239000012467 final product Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 239000000047 product Substances 0.000 description 2
- 229920005830 Polyurethane Foam Polymers 0.000 description 1
- 230000006978 adaptation Effects 0.000 description 1
- 230000008021 deposition Effects 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 239000011496 polyurethane foam Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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- Load-Bearing And Curtain Walls (AREA)
Abstract
Disclosed is a deformable connecting structure between a masonry wall and a metal wall. According to the deformable connecting structure between the masonry wall and the metal wall, the inner edge of a steel column and the inner side of the masonry wall are in linear arrangement, a gap is reserved between the edge of the steel column and the masonry wall, first sheet metal is fixed on the inner side of the steel column and on the masonry wall, the first sheet metal is fixed to the inner side of the masonry wall through an expansion bolt and is fixed to the steel column through a rivet, and the steel column, the masonry wall and the first sheet metal form an indeformable structural system; filling materials are arranged in the gap reserved between the steel column and the masonry wall; the outer wall of the metal wall is fixed on the outer side of the steel column and is fixed to the outer side of the adjacent masonry wall through second sheet metal, the second sheet metal is fixed to the inner side of the masonry wall through an expansion bolt and is fixed to the outer side of the metal wall through a blind rivet, and the metal wall, the masonry wall and the second sheet metal form a deformable structural system. The deformable connecting structure between the masonry wall and the metal wall is normative in installation, simple in construction, saving in material, and capable of meeting requirements for deformation joints of major engineering.
Description
Technical field
The utility model relates to a kind of body of wall connected structure, is specially metope and the interior metope deformable connected structure of Metal wall in building block.
Background technology
At building field, often can encounter the situation that body of wall need to be connected.Particularly a plurality of bodies of wall of unlike material, need to be interconnected, and meet certain intensity, waterproof, the requirement such as anti-flaming.For example, door and window and wall connecting method mainly contain that steel frame is connected, dovetail anchor is welded to connect, dovetail anchor is connected with built-in fitting, fixedly the steel disc nailing connects, fixedly steel disc expansible anchor of metal connection etc. is several.Door and window and being connected of reinforced concrete wall available fixedly steel disc (or dovetail anchor) nailing or expansible anchor of metal connection etc.When adopting that fixedly steel disc is connected and fixed door and window, the gap between door and window surrounding frame and body of wall should adopt the cement mortar stuff up a crack.The cement mortar stuff up a crack can make the door and window housing be connected solid and reliablely with body of wall, and the frame material of door and window is played to important reinforcement effect.When gap adopts polyurethane foam gap filler or the filling of other flexible material, fixedly steel disc should adopt dovetail anchor to replace, to guarantee the reliability that is connected and fixed of door and window and body of wall.
In some major workss, in generation engineering, coal transporting trestle, vestibule place, in the building block of building, metope is connected with metope in Metal wall, design its key effect of connection for two kinds of different size material bodies of wall herein, and play the effect of deformation joint, the demand connected from conventional construction wall is fully different simultaneously.Can adopt different plugging materials, for different linkings, stitch the wide connection of filling.And at present, in generation engineering, coal transporting trestle, vestibule place, metope joining place in metope and Metal wall in the building block of building, do not have clear and definite structure way.
The utility model content
Main purpose of the present utility model is under the prior art condition, propose a kind of completely newly, metope connected structure in metope and Metal wall in building block, in the solution generation engineering, coal transporting trestle, vestibule place, in building block, metope is connected demand with metope in Metal wall.
The technical solution that realizes above-mentioned purpose is: provide a kind of build a wall and metal wall between the deformable connected structure, its steel column inner edge and masonry wall inboard are arranged in a linear; There is a seam between steel column limit and masonry wall, fix the first sheet metal at steel column and masonry wall inboard, itself and masonry wall inboard are fixed with expansion bolt, and with steel column rivet rivet clasp, steel column, masonry wall, the first sheet metal form a non deformable structural system; Steel column outside fixing metal wall body outer wall, utilize the second sheet metal fixedly to close on the masonry wall outside, this second sheet metal and masonry wall inboard are fixed with expansion bolt, this second sheet metal and metal wall outer side pulling rivet rivet clasp, metal body of wall, masonry wall, this second sheet metal form a deformable structural system.
The wide X size of its centre joint is 50mm≤x≤200mm.
Wherein can also between this first sheet metal and packing material, the back-fire relief band be set, the back-fire relief band curves inwardly.
Wherein the expansion bolt longitudinal pitch is 300mm, masonry wall and first and second sheet metal overlap >=100mm.Rivet longitudinal pitch on the first and second sheet metals is 250mm, the first and second sheet metals and steel column overlap >=100mm.
Wherein packing material can be Bituminous hemp fiber, impregnate with bitumen woodwool board, neoprene or foamed plastics.
Wherein Metal wall is corrugated sheet, and described the second sheet metal and Metal wall overlap are at least wave height width of corrugated sheet.
The employing of the utility model connected structure, relatively conventional way and structure have following technological merit:
(1) installation specification, easy construction, save material.
(2) good looking appearance, the unlike material body of wall is connected closely.
(3) adaptation is wide than the seam in the large scale scope.
(4) solve and there is no clear and definite standard before, the waste of material that construction arbitrarily causes, structure is careless, and it is inconvenient to use, the unreasonable problem of Secondary Design.
(5) meet in major works the demand to deformation joint.
The accompanying drawing explanation
Fig. 1 is the front view of the utility model connected structure.
In accompanying drawing: 1 is the first sheet metal; 2 is masonry wall; 3 is packing material; 4 is steel column; 5 is Metal wall; 6 is the second sheet metal.
The specific embodiment
Below in conjunction with accompanying drawing, the utility model is described in further detail.
When construction, can comprise the following steps from the inside to the outside and implement:
(1) steel column 4 inner edges and masonry wall 2 inboards are arranged in a linear.
(2) foreign material such as the surperficial surface dust in body of wall basic unit and seam, mortar piece are cleaned out, the deposition piece that in work progress, mortar stays, clean out with chip-axe, reserves steel column 4 limits and the wide x of masonry wall break joint, and 50mm≤x≤200mm, for next procedure is prepared.
(3) utilize the measurement paying-off implement to get control line, guarantee the accurate of control line.
(4) one side be arranged in a linear in steel column 4 and masonry wall 2 inboards, and close on masonry wall 2 inboards and fix the first sheet metal 1, this first sheet metal 1 is fixed with expansion bolt with masonry wall 2 inboards, the expansion bolt longitudinal pitch is 300mm, masonry wall 2 and the first sheet metal 1 overlap >=100mm.This first sheet metal 1 and steel column 4 rivet rivet clasp, the rivet longitudinal pitch is 250mm, the first sheet metal 1 and steel column 4 overlaps >=100mm, steel column 4, masonry wall 2, the first sheet metal 1 are fixed through screw, form a non deformable structural system.
(5) while needing if any fire prevention, at interior wall, fix between the first sheet metal 1 and packing material 3 the back-fire relief band is set, the back-fire relief band curves inwardly, and guarantees and seam fixation, neat, and the back-fire relief band selects all types of finished products in market to get final product.
(6) for preventing that wind and rain from invading indoorly, according to steel column 4 selected shape, between itself and masonry wall 2, in reserved seam, be filled with packing material 3 flexible, hydrophobic, that be difficult for being extruded and fill out the filleting gap.Packing material commonly used has Bituminous hemp fiber, impregnate with bitumen woodwool board, neoprene, foamed plastics etc.
(7) steel column 4 outsides are according to installation requirement fixing metal wall body outer wall.Utilize the second sheet metal 6 fixedly to close on masonry wall 2 outsides, use expansion bolt, the expansion bolt longitudinal pitch is 300mm, masonry wall 2 and the second sheet metal 6 overlaps >=100mm.This second sheet metal 6 and metal wall outer side pulling rivet rivet clasp, the pulling rivet longitudinal pitch is 250mm, the second sheet metal 6 and Metal wall 5(surface plate) overlap >=100mm, the second sheet metal 6 and Metal wall 5(corrugated sheet) overlap is at least wave height width of corrugated sheet.Metal body of wall, masonry wall 2, the second sheet metal 6 are fixed through screw, form a deformable structural system.
By above-mentioned steps, can obtain the connected structure of the interior metope of a deformable building block and Metal wall 5 interior metopes, and possess following characteristics.
Steel column 4 inner edges and masonry wall 2 inboards are arranged in a linear.There is a seam between steel column 4 limits and masonry wall, it stitches wide x, and 50mm≤x≤200mm, the one side be arranged in a linear in steel column 4 and masonry wall 2 inboards, and close on masonry wall 2 inboards and fix the first sheet metal 1, this first sheet metal 1 is fixed with expansion bolt with masonry wall 2 inboards, and the expansion bolt longitudinal pitch is 300mm, masonry wall 2 and the first sheet metal 1 overlap >=100mm.This first sheet metal 1 and steel column 4 rivet rivet clasp, the rivet longitudinal pitch is 250mm, the first sheet metal 1 and steel column 4 overlaps >=100mm.Steel column 4, masonry wall 2, the first sheet metal 1 are fixed through screw, form a non deformable structural system.Steel column 4 outsides are according to installation requirement fixing metal wall body outer wall.Utilize the second sheet metal 6 fixedly to close on masonry wall 2 outsides, use expansion bolt, the expansion bolt longitudinal pitch is 300mm, masonry wall 2 and the second sheet metal 6 overlaps >=100mm.This second sheet metal 6 and metal wall outer side pulling rivet rivet clasp, the pulling rivet longitudinal pitch is 250mm, the second sheet metal 6 and Metal wall 5(surface plate) overlap >=100mm, the second sheet metal 6 and Metal wall 5(corrugated sheet) overlap is at least wave height width of corrugated sheet.Metal body of wall, masonry wall 2, the second sheet metal 6 are fixed through screw, form a deformable structural system.
While needing if any fire prevention, at interior wall, fix between the first sheet metal 1 and packing material 3 the back-fire relief band is set, the back-fire relief band curves inwardly, and guarantees and seam fixation, neat, and the back-fire relief band selects all types of finished products in market to get final product.
For preventing that wind and rain from invading indoorly, according to steel column 4 selected shape, between itself and masonry wall 2, in reserved seam, be filled with packing material 3 flexible, hydrophobic, that be difficult for being extruded and fill out the filleting gap.Packing material commonly used has Bituminous hemp fiber, impregnate with bitumen woodwool board, neoprene, foamed plastics etc.
Claims (6)
1. build a wall and metal wall between the deformable connected structure, its steel column inner edge and masonry wall inboard are arranged in a linear; There is a seam between steel column limit and masonry wall, the one side be arranged in a linear in steel column and masonry wall inboard, and close on the masonry wall inboard and fix the first sheet metal, this first sheet metal and masonry wall inboard are fixed with expansion bolt, this first sheet metal and steel column rivet rivet clasp, steel column, masonry wall, the first sheet metal form a non deformable structural system; In reserved seam, be filled with packing material flexible, hydrophobic, that be difficult for being extruded and fill out the filleting gap between steel column and masonry wall; Steel column outside fixing metal wall body outer wall, utilize the second sheet metal fixedly to close on the masonry wall outside, this second sheet metal and masonry wall inboard are fixed with expansion bolt, this second sheet metal and metal wall outer side pulling rivet rivet clasp, metal body of wall, masonry wall, this second sheet metal form a deformable structural system.
As claimed in claim 1 build a wall and metal wall between the deformable connected structure, the width X size of wherein said seam is 50mm≤x≤200mm.
As claimed in claim 1 build a wall and metal wall between the deformable connected structure, wherein can also between this first sheet metal and packing material, the back-fire relief band be set, the back-fire relief band curves inwardly.
As claimed in claim 1 build a wall and metal wall between the deformable connected structure, wherein the expansion bolt longitudinal pitch is 300mm, masonry wall and first and second sheet metal overlap >=100mm, rivet longitudinal pitch on the first and second sheet metals is 250mm, the first and second sheet metals and steel column overlap >=100mm.
As claimed in claim 1 build a wall and metal wall between the deformable connected structure, wherein packing material can be Bituminous hemp fiber, impregnate with bitumen woodwool board, neoprene or foamed plastics.
As claimed in claim 1 build a wall and metal wall between the deformable connected structure, wherein the metal body of wall is corrugated sheet, described the second sheet metal and Metal wall overlap are at least wave height width of corrugated sheet.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320382218.9U CN203361358U (en) | 2013-06-29 | 2013-06-29 | Deformable connecting structure between masonry wall and metal wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320382218.9U CN203361358U (en) | 2013-06-29 | 2013-06-29 | Deformable connecting structure between masonry wall and metal wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203361358U true CN203361358U (en) | 2013-12-25 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320382218.9U Expired - Lifetime CN203361358U (en) | 2013-06-29 | 2013-06-29 | Deformable connecting structure between masonry wall and metal wall |
Country Status (1)
| Country | Link |
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| CN (1) | CN203361358U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103352516A (en) * | 2013-06-29 | 2013-10-16 | 内蒙古电力勘测设计院 | Deformable joining structure between masonry wall and metal wall |
| CN103352522A (en) * | 2013-06-29 | 2013-10-16 | 内蒙古电力勘测设计院 | Deformable joining method and deformable joining structure between masonry wall and metal wall |
| CN103967226A (en) * | 2014-05-11 | 2014-08-06 | 龙宏元 | Flow guiding or flow leading type automatic drainage waterproof system |
-
2013
- 2013-06-29 CN CN201320382218.9U patent/CN203361358U/en not_active Expired - Lifetime
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103352516A (en) * | 2013-06-29 | 2013-10-16 | 内蒙古电力勘测设计院 | Deformable joining structure between masonry wall and metal wall |
| CN103352522A (en) * | 2013-06-29 | 2013-10-16 | 内蒙古电力勘测设计院 | Deformable joining method and deformable joining structure between masonry wall and metal wall |
| CN103352522B (en) * | 2013-06-29 | 2015-12-23 | 内蒙古电力勘测设计院有限责任公司 | Build a wall and deformable marching method between metal wall and deformable connected structure |
| CN103352516B (en) * | 2013-06-29 | 2016-02-10 | 内蒙古电力勘测设计院有限责任公司 | Build a wall and deformable connected structure between metal wall |
| CN103967226A (en) * | 2014-05-11 | 2014-08-06 | 龙宏元 | Flow guiding or flow leading type automatic drainage waterproof system |
| CN103967226B (en) * | 2014-05-11 | 2019-03-29 | 怀化沃普环保科技有限公司 | Water conservancy diversion or drainage type drain waterproof system certainly |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: INNER MONGOLIA ELECTRIC POWER SURVEY DESIGN INSTIT Free format text: FORMER NAME: INNER MONGOLIA ELECTRICAL POWER INVESTIGATE AND DESIGN INSTITUTE |
|
| CP01 | Change in the name or title of a patent holder |
Address after: 010010 Hohhot, the Inner Mongolia Autonomous Region Tin Road, No. 209 Patentee after: INNER MONGOLIA ELECTRIC POWER SURVEY & DESIGN INSTITUTE CO., LTD. Address before: 010010 Hohhot, the Inner Mongolia Autonomous Region Tin Road, No. 209 Patentee before: Inner Mongolia Electric Power Survey Design Institute |
|
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20131225 Effective date of abandoning: 20160210 |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20131225 Effective date of abandoning: 20160210 |