CN202672370U - Outer wall seismic joint structure - Google Patents
Outer wall seismic joint structure Download PDFInfo
- Publication number
- CN202672370U CN202672370U CN 201220263568 CN201220263568U CN202672370U CN 202672370 U CN202672370 U CN 202672370U CN 201220263568 CN201220263568 CN 201220263568 CN 201220263568 U CN201220263568 U CN 201220263568U CN 202672370 U CN202672370 U CN 202672370U
- Authority
- CN
- China
- Prior art keywords
- plate
- galvanized sheet
- sheet iron
- seam plate
- seismic joint
- 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 - Fee Related
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- Finishing Walls (AREA)
Abstract
The utility model discloses an outer wall seismic joint structure which is characterized by comprising a galvanized iron sheet, screws, antiseptic wood bricks, a polyphenyl plate, sole timbers, a seam plate and cement nails. The seismic joint is 40-60 millimeters in width. The folding galvanized iron sheet is arranged on the outer side of the seismic joint and is fixed on the antiseptic wood bricks through the screws. The polyphenyl plate is arranged on the outer side of the galvanized iron sheet. The seam plate is arranged on the outer side of the polyphenyl plate. Each sole timber is arranged between each seam plate and each antiseptic wood brick. The seam plate, the sole timbers and the antiseptic wood bricks are connected into a whole through the cement nails. The outer wall seismic joint structure is simple and practical.
Description
Technical field
The utility model relates to a kind of exterior wall aseismatic joint structure, is applicable to construction field.
Background technology
Build the house in the earthquake zone, the building aseismicity seam will be set usually, the setting principle of building aseismicity seam: in (1) architectural plane, re-entrant angle length is long or ledge is more; (2) there is larger staggered floor in the house; (3) rigidity of structure or the load of building each several part differ greatly; (4) ground is inhomogeneous, and the each several part settling amount is excessive, and aseismatic joint will be along the depth of building setting, and aseismatic joint can not be established on the basis, structure and the connection of being connected above should strengthening on aseismatic joint is processed.
The utility model content
The technical problem that the utility model solves provides a kind of exterior wall aseismatic joint structure, solves the problem of traditional aseismatic joint seepage.
The utility model comprises galvanized sheet iron, screw, anticorrosion woodbox, polyphenyl plate, chock, lid seam plate, cement nail, the aseismatic joint width is 40~60mm, the collapsible galvanized sheet iron of aseismatic joint arranged outside, screw is fixed on galvanized sheet iron on the anticorrosion woodbox, galvanized sheet iron arranged outside polyphenyl plate, polyphenyl plate arranged outside lid seam plate arranges chock between lid seam plate and the anticorrosion woodbox, and cement nail will cover seam plate, chock and anticorrosion woodbox and unify.
The utility model is simple and practical.
Description of drawings
Fig. 1 exterior wall aseismatic joint organigram.
Reference numeral: 1, galvanized sheet iron, 2, screw, 3, anticorrosion woodbox, 4, polyphenyl plate, 5, chock, 6, lid seam plate, 7, cement nail.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is described in detail.
Fig. 1 is exterior wall aseismatic joint organigram.The utility model comprises galvanized sheet iron 1, screw 2, anticorrosion woodbox 3, polyphenyl plate 4, chock 5, lid seam plate 6, cement nail 7, the aseismatic joint width is 50mm, the collapsible galvanized sheet iron 1 of aseismatic joint arranged outside, screw 2 is fixed on galvanized sheet iron 1 on the anticorrosion woodbox 3, galvanized sheet iron 1 arranged outside polyphenyl plate 4, polyphenyl plate 4 arranged outside lid seam plate 6 arranges chock 5 between lid seam plate 6 and the anticorrosion woodbox 3, and cement nail 7 will cover seam plate 6, chock 5 and anticorrosion woodbox 3 and unify.Galvanized sheet iron 1 is made folding shape and can be changed during commensurate structure generation relative settlement.
Claims (1)
1. an exterior wall aseismatic joint is constructed, it is characterized in that comprising galvanized sheet iron, screw, anticorrosion woodbox, polyphenyl plate, chock, lid seam plate, cement nail, the aseismatic joint width is 40~60mm, the collapsible galvanized sheet iron of aseismatic joint arranged outside, screw is fixed on galvanized sheet iron on the anticorrosion woodbox, galvanized sheet iron arranged outside polyphenyl plate, polyphenyl plate arranged outside lid seam plate, between lid seam plate and the anticorrosion woodbox chock is set, cement nail will cover seam plate, chock and anticorrosion woodbox and unify.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201220263568 CN202672370U (en) | 2012-05-29 | 2012-05-29 | Outer wall seismic joint structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201220263568 CN202672370U (en) | 2012-05-29 | 2012-05-29 | Outer wall seismic joint structure |
Publications (1)
Publication Number | Publication Date |
---|---|
CN202672370U true CN202672370U (en) | 2013-01-16 |
Family
ID=47493280
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 201220263568 Expired - Fee Related CN202672370U (en) | 2012-05-29 | 2012-05-29 | Outer wall seismic joint structure |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN202672370U (en) |
-
2012
- 2012-05-29 CN CN 201220263568 patent/CN202672370U/en not_active Expired - Fee Related
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C17 | Cessation of patent right | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130116 Termination date: 20130529 |