CN202672368U - Seismic joint structure for outer wall corner parts - Google Patents
Seismic joint structure for outer wall corner parts Download PDFInfo
- Publication number
- CN202672368U CN202672368U CN 201220263376 CN201220263376U CN202672368U CN 202672368 U CN202672368 U CN 202672368U CN 201220263376 CN201220263376 CN 201220263376 CN 201220263376 U CN201220263376 U CN 201220263376U CN 202672368 U CN202672368 U CN 202672368U
- Authority
- CN
- China
- Prior art keywords
- plate
- chock
- joint structure
- seismic joint
- polyphenyl
- 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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Abstract
The utility model discloses a seismic joint structure for outer wall corner parts. The seismic joint structure is characterized by comprising a galvanized iron sheet, screws, antiseptic wood bricks, a polyphenyl plate, sole timbers, seam plates and cement nails. The seismic joint is 40-60 millimeters in width. The polyphenyl plate is arranged on the outer side of the galvanized iron sheet. The seam plates are 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 timber and the antiseptic wood brick on the right side are connected into a whole through the screws. The seam plate, the sole timber and the antiseptic wood brick on the left side are connected into a whole through the cement nails. The seismic joint structure for the outer wall corner parts is simple and practical.
Description
Technical field
The utility model relates to a kind of exterior wall rotation angle position aseismic joint structure, is applicable to construction field.
Background technology
Building will arrange aseismic joint in this case usually because the impact of the extraneous factors such as earthquake makes structure generation distortion, wall crazing even destruction in the building concrete wall.Namely disconnect at the sensitive part of malformation in advance, and reserve certain width slit, to guarantee each position of building enough distortion leeway can be arranged in the aseismic joint of reserving in advance, and building is damaged.
The utility model content
The technical problem that the utility model solves provides a kind of exterior wall rotation angle position aseismic joint structure, solves the problem of traditional aseismic joint seepage.
The utility model comprises galvanized sheet iron, screw, anticorrosion woodbox, polyphenyl plate, chock, lid seam plate, cement nail, the aseismic joint width is 40～60mm, 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, screw stitches plate, chock and anticorrosion woodbox with right cap and unifies, and cement nail stitches plate, chock and anticorrosion woodbox with left cap and unifies.
The utility model is simple and practical.
Description of drawings
Fig. 1 exterior wall rotation angle position aseismic 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 rotation angle position aseismic 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 aseismic joint width is 50mm, galvanized sheet iron 1 arranged outside polyphenyl plate 4, polyphenyl plate 4 arranged outside lid seam plate 6, between lid seam plate 6 and the anticorrosion woodbox 3 chock 5 is set, screw stitches plate 6, chock 5 and anticorrosion woodbox 3 with right cap and unifies, and cement nail 7 stitches plate 6, chock 5 and anticorrosion woodbox 3 with left cap and unifies.
Claims (1)
1. an exterior wall rotation angle position aseismic joint is constructed, it is characterized in that comprising galvanized sheet iron, screw, anticorrosion woodbox, polyphenyl plate, chock, lid seam plate, cement nail, the aseismic joint width is 40～60mm, 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, screw stitches plate, chock and anticorrosion woodbox with right cap and unifies, and cement nail stitches plate, chock and anticorrosion woodbox with left cap and unifies.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220263376 CN202672368U (en) | 2012-05-29 | 2012-05-29 | Seismic joint structure for outer wall corner parts |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220263376 CN202672368U (en) | 2012-05-29 | 2012-05-29 | Seismic joint structure for outer wall corner parts |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202672368U true CN202672368U (en) | 2013-01-16 |
Family
ID=47493278
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220263376 Expired - Fee Related CN202672368U (en) | 2012-05-29 | 2012-05-29 | Seismic joint structure for outer wall corner parts |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202672368U (en) |
-
2012
- 2012-05-29 CN CN 201220263376 patent/CN202672368U/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 |