CN201794059U - Faced rockfill dam-rolling slope-reinforcing template - Google Patents
Faced rockfill dam-rolling slope-reinforcing template Download PDFInfo
- Publication number
- CN201794059U CN201794059U CN2010202974994U CN201020297499U CN201794059U CN 201794059 U CN201794059 U CN 201794059U CN 2010202974994 U CN2010202974994 U CN 2010202974994U CN 201020297499 U CN201020297499 U CN 201020297499U CN 201794059 U CN201794059 U CN 201794059U
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- China
- Prior art keywords
- plate body
- track
- rockfill dam
- reinforcing template
- tracks
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Abstract
The utility model discloses a faced rockfill dam-rolling slope-reinforcing template. The faced rockfill dam-rolling slope-reinforcing template comprises a rectangular plate body, wherein a lifting hole is formed in the center of the rectangular plate body; tracks are arranged on one surface of the rectangular plate body along a long side respectively; connecting pin holes are distributed on the tracks uniformly; positioning connecting plates are arranged along the edge of the long side of the rectangular plate body; positioning holes are formed at the two ends of each positioning connecting plate; and partition boards are arranged between two tracks and between one track and the adjacent positioning connecting plate. The faced rockfill dam-rolling slope-reinforcing template is not easy to deform and does not influence the construction precision or the construction quality.
Description
Technical field
The utility model relates to a kind of solid sloping template, and particularly a kind of face dam rolls solid sloping template.
Background technology
Concrete panel rock fill dam bedding material up stream slope surface construction, adopt the slope to roll solid sloping method both at home and abroad: when bedding material fills always, upstream about face extra-fill 30CM, carry out the Xiu Po slope and roll before the panel construction, the mortar that manually paves on the slope rolls on the slope again.In work progress, not high usually as the roller compacted concrete aspect planeness of basal plane, and template is fixed on the concrete that just rolls not final set, certain deformation takes place under the vibration effect easily rolling, influence construction precision and construction quality.
The utility model content
It is a kind of not yielding that the purpose of this utility model just is to provide, and the face dam that can not influence construction precision and construction quality rolls solid sloping template.
To achieve these goals, the technical solution adopted in the utility model is such: face dam of the present utility model rolls solid sloping template, comprise the rectangle plate body, have lifting eye in rectangle plate body center, rectangle plate body one surface is respectively equipped with track along long limit, is provided with equally distributed connection pin-and-hole in orbit, and the rectangle plate body is provided with the location gusset piece along edge, long limit, gusset piece two ends, location are provided with locating hole, are being equipped with dividing plate between two tracks and between track and the adjacent location gusset piece.
As preferably, the rack-track of described track for moving up and down.
Compared with prior art, advantage of the present utility model is: this formwork support arrangement precision height, and distortion is little in the construction, construction precision and construction quality have been guaranteed, the constraint of counter plate can adapt to dam deformation preferably less than the construction of squash type abutment wall, and helping the surfacing of panel anti-crack construction does not have faulting of slab ends; This template is not only applicable to various face dams, also can be used for the casting of concrete in mass construction.
Description of drawings
Fig. 1 is a structural representation of the present utility model;
Fig. 2 is the A-A face sectional view of Fig. 1.
The specific embodiment
The utility model is described in further detail below in conjunction with accompanying drawing.
Referring to Fig. 1 and Fig. 2, face dam of the present utility model rolls solid sloping template, comprise rectangle plate body 1, have lifting eye 2 in rectangle plate body 1 center, rectangle plate body 1 one surfaces are respectively equipped with track 3 along long limit, the rack-track of track 3 for moving up and down, for hoisting trolley running, on track 3, be provided with equally distributed connection pin-and-hole 4, rectangle plate body 1 is provided with location gusset piece 5 along edge, long limit, gusset piece 5 two ends, location are provided with locating hole 6, are being equipped with dividing plate 7 between two tracks 3 and between track 3 and the adjacent location gusset piece 5.
During use, adopt Bolt Connection between the template, this formwork support arrangement precision height, in the construction distortion little, guaranteed construction precision and construction quality, the constraint of counter plate is constructed less than the squash type abutment wall, can adapt to dam deformation preferably, helping the surfacing of panel anti-crack construction does not have faulting of slab ends; This template is not only applicable to various face dams, also can be used for the casting of concrete in mass construction.
Claims (2)
1. a face dam rolls solid sloping template, it is characterized in that: comprise the rectangle plate body, have lifting eye in rectangle plate body center, rectangle plate body one surface is respectively equipped with track along long limit, be provided with equally distributed connection pin-and-hole in orbit, the rectangle plate body is provided with the location gusset piece along edge, long limit, and gusset piece two ends, location are provided with locating hole, is being equipped with dividing plate between two tracks and between track and the adjacent location gusset piece.
2. face dam according to claim 1 rolls solid sloping template, it is characterized in that: the rack-track of described track for moving up and down.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202974994U CN201794059U (en) | 2010-08-19 | 2010-08-19 | Faced rockfill dam-rolling slope-reinforcing template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202974994U CN201794059U (en) | 2010-08-19 | 2010-08-19 | Faced rockfill dam-rolling slope-reinforcing template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201794059U true CN201794059U (en) | 2011-04-13 |
Family
ID=43848978
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010202974994U Expired - Lifetime CN201794059U (en) | 2010-08-19 | 2010-08-19 | Faced rockfill dam-rolling slope-reinforcing template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201794059U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102619197A (en) * | 2012-03-22 | 2012-08-01 | 成都市第四建筑工程公司 | Face slab dam rolling and slope fixing device and face slab dam rolling and slope fixing construction method |
-
2010
- 2010-08-19 CN CN2010202974994U patent/CN201794059U/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102619197A (en) * | 2012-03-22 | 2012-08-01 | 成都市第四建筑工程公司 | Face slab dam rolling and slope fixing device and face slab dam rolling and slope fixing construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20110413 |
|
| CX01 | Expiry of patent term |