CN201835269U - Face rock-fill dam roller compacted slope fixation template - Google Patents
Face rock-fill dam roller compacted slope fixation template Download PDFInfo
- Publication number
- CN201835269U CN201835269U CN2010205493638U CN201020549363U CN201835269U CN 201835269 U CN201835269 U CN 201835269U CN 2010205493638 U CN2010205493638 U CN 2010205493638U CN 201020549363 U CN201020549363 U CN 201020549363U CN 201835269 U CN201835269 U CN 201835269U
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- rectangular plate
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- Expired - Fee Related
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Abstract
The utility model discloses a face rock-fill dam roller compacted slope fixation template comprising a rectangular plate body, wherein a lifting hole is formed in the center of the rectangular plate body, positioning linking plates are arranged along the long edges of the rectangular plate body, positioning holes are formed at two ends of each positioning linking plate, a longitudinal rack-track is arranged at one end of the rectangular plate body, transverse tracks are arranged along the long edges on the upper surface of the rectangular plate body respectively, linking pin holes in uniform distribution are formed on the transverse tracks, and partition plates are arranged between the two transverse tracks as well as between each transverse track and the adjacent positioning linking plate. The template disclosed by the utility model is less susceptible to deformation and can not influence construction precision and 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, 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, rectangle plate body one end is provided with rack-track longitudinally, its upper surface is respectively equipped with cross track along long limit, on cross track, be provided with equally distributed connection pin-and-hole, be equipped with dividing plate between two cross tracks and between cross track and the adjacent location gusset piece.
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 is provided with location gusset piece 5 along edge, long limit, gusset piece 5 two ends, location are provided with locating hole 6, rectangle plate body 1 one ends are provided with rack-track 8 longitudinally, chassis moves up for hoisting, its upper surface is respectively equipped with cross track 3 along long limit, for the chassis move left and right that hoists, on track 3, be provided with equally distributed connection pin-and-hole 4, be 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 (1)
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, 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, and rectangle plate body one end is provided with rack-track longitudinally, and its upper surface is respectively equipped with cross track along long limit, on cross track, be provided with equally distributed connection pin-and-hole, be equipped with dividing plate between two cross tracks and between cross track and the adjacent location gusset piece.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205493638U CN201835269U (en) | 2010-09-29 | 2010-09-29 | Face rock-fill dam roller compacted slope fixation template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205493638U CN201835269U (en) | 2010-09-29 | 2010-09-29 | Face rock-fill dam roller compacted slope fixation template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201835269U true CN201835269U (en) | 2011-05-18 |
Family
ID=44005375
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010205493638U Expired - Fee Related CN201835269U (en) | 2010-09-29 | 2010-09-29 | Face rock-fill dam roller compacted slope fixation template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201835269U (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
- 2010-09-29 CN CN2010205493638U patent/CN201835269U/en not_active Expired - Fee Related
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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110518 Termination date: 20170929 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |