CN203361178U - Transformer substation foundation construction framework - Google Patents
Transformer substation foundation construction framework Download PDFInfo
- Publication number
- CN203361178U CN203361178U CN 201320411269 CN201320411269U CN203361178U CN 203361178 U CN203361178 U CN 203361178U CN 201320411269 CN201320411269 CN 201320411269 CN 201320411269 U CN201320411269 U CN 201320411269U CN 203361178 U CN203361178 U CN 203361178U
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- Prior art keywords
- transformer substation
- right angle
- substation foundation
- foundation construction
- die plate
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Abstract
The utility model discloses a transformer substation foundation construction framework. The problem of low transformer substation foundation appearance quality is solved. The transformer substation foundation construction framework comprises right-angle frameworks, wherein the number of the right-angle frameworks is four, the right-angle frameworks are spliced to form a rectangular cavity, and two adjacent right-angle frameworks are fixedly connected. The inner sides of the right-angle frameworks are provided with curved surface layers which enable curved surfaces to be formed at the intersecting positions of every two inner side faces of the right-angle frameworks and at the intersecting positions of the top faces and every two inner side faces. The transformer substation foundation construction framework belongs to the field of frameworks. Due to the fact that the transformer substation foundation construction framework is provided with the curved surface layers which enable the curved surfaces to be formed at the intersecting positions of every two inner side faces of the right-angle frameworks and at the intersecting positions of the top faces and every two inner side faces, the appearance quality of a formed transformer substation foundation is very good, and edges and corners are round and smooth and are not easily damaged.
Description
Technical field
The utility model relates to template, especially a kind ofly makes the high transformer substation foundation construction formwork of impression quality after the transformer substation foundation moulding.
Background technology
Transformer substation foundation quantity in substation project is maximum, is also one of only several clear-water concrete engineerings, and impression quality is had relatively high expectations.Adopt the conventional construction mode, the attached plate of moulding of the face of using up is done side form, the plastics lines are done the transformer substation foundation that corner angle rounding arc material constructs and are had the shortcomings such as impression quality is poor, the physical dimension deviation is large, rough, pore is arranged, corner angle are fragile, and processing quality can not meet the requirement that engineering is provided quality goods or brilliant.
The utility model content
Technical problem to be solved in the utility model is: a kind of high transformer substation foundation construction formwork of transformer substation foundation impression quality made after moulding is provided.
The utility model solves technical scheme that its technical problem adopts: the transformer substation foundation construction formwork, comprise the right angle template, and described right angle template is four and assembled formation rectangular enclosure, between adjacent two right angle templates, is fixedly connected with; Template inboard, described right angle is provided with and makes template two medial surface intersections in right angle form curved surfaces and make right angle template end face and two medial surface intersections all form the lth layer of curved surface.
For meeting the large-scale substation foundation construction, between adjacent two right angle templates, at least one flat die plate is set, between adjacent flat die plate and flat die plate, be fixedly connected with, between adjacent flat die plate and right angle template, be fixedly connected with, form rectangular enclosure; Described flat die plate inboard is provided with the lth layer that makes flat die plate end face and flat die plate medial surface intersection form curved surface.
For improving the impression quality of transformer substation foundation, described right angle template and flat die plate all adopt steel to make.
For convenience of the adjustment of transformer substation foundation construction formwork, described being fixedly connected with all used bolt.
Occur being overlapped with stock on the chamber shell upper surface of described rectangular enclosure by the back-grouting vestige when avoiding the mounting foot bolt, be provided with the stone bolt that stretches into rectangular enclosure on this stock.
For the accurate position of foot bolt regularly, described stock comprises two crossbeams and is arranged between crossbeam for fixing the muscle rib of the distance between two crossbeams.
For preventing that stock from affecting the fineness of transformer substation foundation upper surface, be provided with the cushion block of consistency of thickness between the chamber shell upper surface of described rectangular enclosure and stock.
For strengthening the mechanical strength of template, prevent template deformation, described right angle template and the flat die plate back side are provided with gusset.
The beneficial effects of the utility model are: the transformer substation foundation construction formwork that the utility model provides, belong to the template field, make template two medial surface intersections in right angle form curved surfaces and make right angle template end face and two medial surface intersections all form the lth layer of curved surface owing to being provided with, make the impression quality after the transformer substation foundation moulding very good, and it is not corner angle are mellow and full, fragile; Owing to being provided with flat die plate, can between adjacent two right angle templates, a plurality of flat die plates be set, can surround larger rectangular enclosure, meet large-scale substation foundation construction requirement; Owing to being overlapped with stock on rectangular enclosure, be provided with the stone bolt that stretches into rectangular enclosure on this stock, make stone bolt install with regard to disposable in the transformer substation foundation construction, avoided occurring that the back-grouting vestige affects impression quality; Owing to being provided with the cushion block of consistency of thickness between rectangular enclosure and stock, be not subject to the impact of stock while having guaranteed transformer substation foundation slurry molding.
The accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is another kind of structural representation of the present utility model;
In figure, 1-right angle template, 2-gusset, 3-screw, 4-stock, 5-muscle rib, 6-stone bolt, 7-cushion block, 8-lth layer, 9-flat die plate.
The specific embodiment
Below in conjunction with accompanying drawing, the utility model will be further described, but protection domain of the present utility model is not limited to the following stated.
As shown in Figure 1 and Figure 2, transformer substation foundation construction formwork of the present utility model, comprise right angle template 1, and described right angle template 1 is four and assembled formation rectangular enclosure, between adjacent two right angle templates 1, is fixedly connected with; Template 1 inboard, described right angle is provided with and makes template 1 liang of medial surface intersection in right angle form curved surface and make right angle template 1 end face and two medial surface intersections all form the lth layer 8 of curved surface.Make template 1 liang of medial surface intersection in right angle form curved surface and make right angle template 1 end face and two medial surface intersections all form the lth layer 8 of curved surface owing to being provided with, make the impression quality after the transformer substation foundation moulding very good, and corner angle being mellow and full, not fragile.
For meeting the large-scale substation foundation construction, between adjacent two right angle templates 1, at least one flat die plate 9 is set, between adjacent flat die plate 9 and flat die plate 9, be fixedly connected with, between adjacent flat die plate 9 and right angle template 1, be fixedly connected with, form rectangular enclosure; Described flat die plate 9 inboards are provided with the lth layer 8 that makes flat die plate 9 end faces and flat die plate 9 medial surface intersections form curved surface.Owing to being provided with flat die plate 9, can between adjacent two right angle templates 1, a plurality of flat die plates 9 be set, can surround larger rectangular enclosure, meet large-scale substation foundation construction requirement.
For improving the impression quality of transformer substation foundation, described right angle template 1 and flat die plate 9 all adopt steel to make.Can adopt wooden model, Mold for Plastics etc., but the mutability such as wooden model, Mold for Plastics affects the impression quality of the transformer substation foundation after moulding, and when grouting also easy burst-mode, cause damage, as preferred mode, be therefore to adopt steel to make right angle template 1 and flat die plate 9.
For convenience of the adjustment of transformer substation foundation construction formwork, described being fixedly connected with all used bolt 3.The transformer substation foundation construction formwork assembled good after, sometimes need adjusting play, if use being fixedly connected with of pin, iron wire and so on, adjust quite trouble, therefore be to use screw nut to be fixed connection as preferred mode, can conveniently adjust by turn screw, nut while needing adjusting play.
Occur being overlapped with stock 4 on the chamber shell upper surface of described rectangular enclosure by the back-grouting vestige when avoiding mounting foot bolt 6, be provided with the stone bolt 6 that stretches into rectangular enclosure on this stock 4.In aging method, transformer substation foundation when construction backup land bolt holes, mounting foot bolt 6 again after the transformer substation foundation drying and moulding, then grouting is fixing; Perhaps backup land bolt holes not, the mounting foot bolt 6 that punches again after the transformer substation foundation drying and moulding, then grouting is fixing; These modes all there will be the back-grouting vestige, affect impression quality.Owing to being overlapped with stock 4 on rectangular enclosure, be provided with the stone bolt 6 that stretches into rectangular enclosure on this stock 4, make stone bolt 6 install with regard to disposable in the transformer substation foundation construction, avoided occurring that the back-grouting vestige affects impression quality.
For the accurate position of foot bolt 6 regularly, described stock 4 comprises two crossbeams and is arranged between crossbeam for fixing the muscle rib 5 of the distance between two crossbeams.5 at least two, muscle rib, each, crossbeam two ends, facilitate the distance between two crossbeams to control, thereby make the position of stone bolt 6 accurately fixing.
For preventing that stock 4 from affecting the fineness of transformer substation foundation upper surface, be provided with the cushion block 7 of consistency of thickness between the chamber shell upper surface of described rectangular enclosure and stock 4.Owing to being provided with cushion block 7, while making grouting, the upper surface of transformer substation foundation does not contact with stock 4, can not have influence on the fineness of upper surface; Because the consistency of thickness of cushion block 7 makes stone bolt 6 vertical all the time, can not tilt simultaneously, guarantee the impression quality of transformer substation foundation.
For strengthening the mechanical strength of template, prevent template deformation, described right angle template 1 and flat die plate 9 back sides are provided with gusset 2.
Claims (8)
1. the transformer substation foundation construction formwork, comprise right angle template (1), and described right angle template (1) is four and assembled formation rectangular enclosure, between adjacent two right angle templates (1), is fixedly connected with; It is characterized in that: described right angle template (1) inboard is provided with and makes template (1) two medial surface intersection in right angle form curved surface and make right angle template (1) end face and two medial surface intersections all form the lth layer (8) of curved surface.
2. transformer substation foundation construction formwork according to claim 1, it is characterized in that: between adjacent two right angle templates (1), at least one flat die plate (9) is set, between adjacent flat die plate (9) and flat die plate (9), be fixedly connected with, be fixedly connected with between adjacent flat die plate (9) and right angle template (1), form rectangular enclosure; Described flat die plate (9) inboard is provided with the lth layer (8) that makes flat die plate (9) end face and flat die plate (9) medial surface intersection form curved surface.
3. transformer substation foundation construction formwork according to claim 2, it is characterized in that: described right angle template (1) and flat die plate (9) all adopt steel to make.
4. according to the described transformer substation foundation construction formwork of any one claim in claims 1 to 3, it is characterized in that: described being fixedly connected with all used bolt (3).
5. transformer substation foundation construction formwork according to claim 4, is characterized in that: be overlapped with stock (4) on the chamber shell upper surface of described rectangular enclosure, be provided with the stone bolt (6) that stretches into rectangular enclosure on this stock (4).
6. transformer substation foundation construction formwork according to claim 5, it is characterized in that: described stock (4) comprises two crossbeams and is arranged between crossbeam for fixing the muscle rib (5) of the distance between two crossbeams.
7. transformer substation foundation construction formwork according to claim 6, is characterized in that: the cushion block (7) that is provided with consistency of thickness between the chamber shell upper surface of described rectangular enclosure and stock (4).
8. transformer substation foundation construction formwork according to claim 7, it is characterized in that: described right angle template (1) and flat die plate (9) back side are provided with gusset (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320411269 CN203361178U (en) | 2013-07-11 | 2013-07-11 | Transformer substation foundation construction framework |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320411269 CN203361178U (en) | 2013-07-11 | 2013-07-11 | Transformer substation foundation construction framework |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203361178U true CN203361178U (en) | 2013-12-25 |
Family
ID=49808966
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320411269 Expired - Fee Related CN203361178U (en) | 2013-07-11 | 2013-07-11 | Transformer substation foundation construction framework |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203361178U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106088163A (en) * | 2016-06-17 | 2016-11-09 | 国网黑龙江省电力有限公司鸡西供电公司 | Iron tower foundation protective cap special modular mold |
-
2013
- 2013-07-11 CN CN 201320411269 patent/CN203361178U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106088163A (en) * | 2016-06-17 | 2016-11-09 | 国网黑龙江省电力有限公司鸡西供电公司 | Iron tower foundation protective cap special modular mold |
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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: 20131225 Termination date: 20180711 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |