CN202483171U - Bracing structure with tall formworks - Google Patents
Bracing structure with tall formworks Download PDFInfo
- Publication number
- CN202483171U CN202483171U CN2012201276443U CN201220127644U CN202483171U CN 202483171 U CN202483171 U CN 202483171U CN 2012201276443 U CN2012201276443 U CN 2012201276443U CN 201220127644 U CN201220127644 U CN 201220127644U CN 202483171 U CN202483171 U CN 202483171U
- Authority
- CN
- China
- Prior art keywords
- formworks
- template
- tall
- rough ground
- bracing structure
- 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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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a bracing structure with tall formworks. The bracing structure with the tall formworks is characterized by comprising the formworks, wooden keels, split bolts, a triangular truss and an anchoring piece. The formworks are 15-25 millimeters in thickness, the wooden keels are arranged outside the formworks, and the wooden keels are 40-60 millimeters in thickness. The outside of the wooden keels utilizes the triangular truss and is fixed on a structural body through the anchoring piece. The formworks are connected with each other through the split bolts, and the diameter of the split bolts is 8-12 millimeters. The bracing structure with the tall formworks is simple and practical.
Description
Technical field
The utility model relates to a kind of support structure of high and big die plate, is applicable to construction field.
Background technology
For satisfying the needs that modern city is built; The building of multi-functional, large span, large spatial structure design is more and more; Make that the tall and big formwork safe construction problem that in concrete object of construction production construction, can often run into the beam slab concrete structure of heavy in section and large span, this part emphasis of being not only safety in production of constructing also is a difficult point.
The utility model content
The technical problem that the utility model solves provides a kind of support structure of high and big die plate, solves the bad problem of high and big die plate safety.
The utility model comprises template, rough ground, split bolt, English truss, anchoring piece.Template thickness is 15～25mm, and the template outside is a rough ground, and rough ground thickness is 40～60mm, and the rough ground outside adopts English truss to be fixed on the structure with anchoring piece, adopts split bolt to connect between the template, and the split bolt diameter is 8～12mm.
The utility model is simple and practical.
Description of drawings
The support structure sketch map of Fig. 1 high and big die plate.
Reference numeral: 1, template, 2, rough ground, 3, split bolt, 4, English truss, 5, anchoring piece.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is described in detail.
Fig. 1 is the support structure sketch map of high and big die plate.The utility model comprises template 1, rough ground 2, split bolt 3, English truss 4, anchoring piece 5.Template 1 thickness is 20mm, and template 1 outside is a rough ground 2, and rough ground 2 thickness are 50mm, and rough ground 2 outsides adopt English truss 4 usefulness anchoring pieces 5 to be fixed on the structure, adopts split bolt 3 to connect between the template 1, and split bolt 3 diameters are 10mm.
Claims (1)
1. the support structure of a high and big die plate is characterized in that comprising template, rough ground, split bolt, English truss, anchoring piece; Template thickness is 15～25mm, and the template outside is a rough ground, and rough ground thickness is 40～60mm, and the rough ground outside adopts English truss to be fixed on the structure with anchoring piece, adopts split bolt to connect between the template, and the split bolt diameter is 8～12mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012201276443U CN202483171U (en) | 2012-03-21 | 2012-03-21 | Bracing structure with tall formworks |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012201276443U CN202483171U (en) | 2012-03-21 | 2012-03-21 | Bracing structure with tall formworks |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202483171U true CN202483171U (en) | 2012-10-10 |
Family
ID=46957601
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012201276443U Expired - Fee Related CN202483171U (en) | 2012-03-21 | 2012-03-21 | Bracing structure with tall formworks |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202483171U (en) |
-
2012
- 2012-03-21 CN CN2012201276443U patent/CN202483171U/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 | ||
| C56 | Change in the name or address of the patentee | ||
| CP02 | Change in the address of a patent holder |
Address after: 325000 Zhejiang Province, Wenzhou city Lucheng District Station Avenue Lijing garden 17 building 804 Patentee after: Kong Leilei Address before: 325604 Wenzhou, Zhejiang City, Yueqing province Liushi on the five House Village Patentee before: Kong Leilei |
|
| C56 | Change in the name or address of the patentee | ||
| CP02 | Change in the address of a patent holder |
Address after: 325604, Room 102, building F13, East Village Road, Changhong village, Liushi Town, Yueqing, Zhejiang Patentee after: Kong Leilei Address before: 325000 Zhejiang Province, Wenzhou city Lucheng District Station Avenue Lijing garden 17 building 804 Patentee before: Kong Leilei |
|
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20121010 Termination date: 20130321 |