CN204898676U - Hydraulic engineering template - Google Patents
Hydraulic engineering template Download PDFInfo
- Publication number
- CN204898676U CN204898676U CN201520609743.9U CN201520609743U CN204898676U CN 204898676 U CN204898676 U CN 204898676U CN 201520609743 U CN201520609743 U CN 201520609743U CN 204898676 U CN204898676 U CN 204898676U
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- rib
- strengthen
- limit
- panel
- hydraulic engineering
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Abstract
The utility model relates to a hydraulic engineering's building materials technical field especially relates to a hydraulic engineering template, and it is including the template cloth that permeates water, panel, limit rib and stiffening rib structure, wherein, limit rib, stiffening rib structure all design at the panel back, the template cloth that permeates water is openly laid to the panel, the limit rib sets up at panel circumference border position, forms frame construction, the design has a stiffening rib structure in the frame construction that comprises the limit rib, erects the rib and strengthens the diagonal rib including strengthening the cross rib, strengthen, wherein, strengthening the cross rib and transversely setting up, both ends meet with horizontal looks opposite side rib respectively, strengthening erecting the rib and vertically setting up, both ends meet with vertical looks opposite side rib respectively, in the frame construction who constitutes by the limit rib, form the network structure frame, its shaping convenient and fast, processing cycle is short, simple to operate is swift, and closely knit degree is high, and the water -resistant penetrating power is strong, it is required with low costs, be favorable to moreover practicing thrift forest resources and environmental protection, spreading value has.
Description
Technical field
The utility model relates to the building materials technology field of hydraulic engineering, particularly relates to a kind of hydraulic engineering template.
Background technology
At present, conventional in construction of hydro project template is mostly steel form and wooden form.In production practices, there is insufficient strength in wooden form, and repeat usage is lower, especially easily the shortcoming such as damage, and the concrete surface after cast exists the defect such as honeycomb, pitted skin.The big steelmoulds process-cycle is longer, difficulty of processing is large, not easily be processed into the comparatively complicated shape needed for construction, the restriction of hydraulic engineering structure is subject to during use, there is certain limitation, simultaneously, the weight of big steelmoulds is larger, brushing interleaving agent is needed during use, install, the cooperation of tower crane or crane is all needed during dismounting, this all gives the installation in work progress, remove, transport brings much inconvenience, the price of lease big steelmoulds is often higher, each of which increases engineering cost, in addition China is the country that steel are in short supply, the energy consumption of producing steel is higher, steel form is used also to be unfavorable for energy-conservation.No matter use wooden form or steel form, often there are the quality problems such as honeycomb, pitted skin in hydraulic engineering body structure surface, concrete leakiness, easily occurs infiltration phenomenon.
Summary of the invention
For the deficiencies in the prior art, the purpose of this utility model is to provide a kind of hydraulic engineering template, and its convenient formation is quick, and the process-cycle is short; Quick and easy for installation, compactness is high, and water resistant penetrating power is strong; Required cost is low, and is conducive to saving the forest reserves and environmental protection, has promotional value.
For achieving the above object, the utility model is achieved by the following technical programs:
A kind of hydraulic engineering template, comprises permeable template cloth, panel, limit rib and ribs structure; Wherein, limit rib, ribs structure all design at back side of panel; Panel front lays permeable template cloth; Described limit rib is arranged on panel circumferential edge position, forms frame construction; Be designed with ribs structure in the frame construction be made up of limit rib, comprise and strengthen cross rib, the perpendicular rib of reinforcement and strengthen diagonal rib; Wherein, strengthen cross rib horizontally set, two ends connect with horizontal relative edge's rib respectively; Strengthen perpendicular rib longitudinally to arrange, two ends connect with longitudinal relative edge's rib respectively; In the frame construction be made up of limit rib, form net structure framework; In the net structure framework be made up of the perpendicular rib of reinforcement cross rib and reinforcement, be designed with two with cross one another reinforcement diagonal rib in each grid, two reinforcement diagonal rib ends connect with net structure framework, are fixed with several fixing pluge bottom described panel.
Further, described limit rib with strengthen cross rib, strengthen erecting rib, strengthening diagonal rib and be square-section rod-like structure.
Further, rib first-class line space design in described limit has connecting hole.
Further, described permeable template cloth encases panel, and edge is pasted and fixed on rib surface, limit.
Further, described panel, limit rib, reinforcement cross rib, the perpendicular rib of reinforcement are formed in one.
Further, described panel, limit rib, reinforcement cross rib, the perpendicular rib of reinforcement all adopt PVC plastic material to make.
Further, the thickness of described panel is 20mm, and the width of limit rib is 50mm, and the width strengthened cross rib and strengthen perpendicular rib is 100mm, and the width strengthening diagonal rib is 80mm, strengthens cross rib, strengthens diagonal rib, to strengthen perpendicular rib identical with the height of limit rib and be 100mm.
Further, the quantity of described fixing pluge is 6-8 root.
In sum, the utility model has the advantages that: a kind of hydraulic engineering template, its convenient formation is quick, process-cycle is short, permeable template cloth quick and easy for installation, concrete surface after cast is neatly smooth, compactness is high, water resistant penetrating power is strong, strengthen cross rib, the wooden bar strengthened perpendicular rib and strengthen when diagonal rib can replace wooden form to fix, not only cost-saving, and be conducive to saving the forest reserves and environmental protection, adopt plastic material, waterproof anti-corrosion performance is good, the number of turnover is wooden model plate hight several times comparatively, the utility model hydraulic engineering template, weight, use cost, effect after fluid concrete and plasticity have strong advantage compared with big steelmoulds, there is promotional value.
Accompanying drawing explanation
Fig. 1 is the utility model structural representation,
Fig. 2 is schematic rear view of the present utility model.
In figure, 1, permeable template cloth, 2, panel, 3, limit rib, 4, ribs structure, 5, connecting hole, 6, fixing pluge, 7, strengthen cross rib, 8, strengthen perpendicular rib, 9, strengthen diagonal rib.
Detailed description of the invention
Below in conjunction with accompanying drawing and detailed description of the invention, the utility model is further described:
As shown in Fig. 1, Fig. 2, a kind of hydraulic engineering template, comprises permeable template cloth 1, panel 2, limit rib 3 and ribs structure 4; Wherein, limit rib 3, ribs structure 4 all design at panel 2 back side; Permeable template cloth 1 is laid in panel 2 front; Described limit rib 3 is arranged on panel 2 circumferential edge position, forms frame construction; Be designed with ribs structure 4 in the frame construction be made up of limit rib 3, comprise and strengthen cross rib 7, the perpendicular rib 8 of reinforcement and strengthen diagonal rib 9; Wherein, strengthen cross rib 7 horizontally set, two ends connect with horizontal relative edge's rib respectively; Strengthen perpendicular rib 8 longitudinally to arrange, two ends connect with longitudinal relative edge's rib respectively; In the frame construction be made up of limit rib 3, form net structure framework; In the net structure framework be made up of the perpendicular rib 8 of reinforcement cross rib 7 and reinforcement, be designed with two in each grid and connect with net structure framework with cross one another reinforcement diagonal rib 9, two reinforcement diagonal rib 9 end, bottom described panel 2, be fixed with several fixing pluge 6.
Described limit rib 3 with strengthen cross rib 7, strengthen erecting rib 8, strengthen diagonal rib 9 and be square-section rod-like structure.
The described limit first-class line space design of rib has connecting hole 5.
Described permeable template cloth 1 encases panel 2, and edge is pasted and fixed on limit rib 3 surface.
Described panel 2, limit rib 3, reinforcement cross rib 7, the perpendicular rib 8 of reinforcement are formed in one.
Described panel 2, limit rib 3, reinforcement cross rib 7, the perpendicular rib 8 of reinforcement all adopt PVC plastic material to make.
The thickness of described panel 2 is 20mm, and the width of limit rib 3 is 50mm, and the width strengthened cross rib 7 and strengthen perpendicular rib 8 is 100mm, and the width strengthening diagonal rib 9 is 80mm, strengthens cross rib 7, strengthens diagonal rib 9, to strengthen perpendicular rib 8 identical with the height of limit rib 3 and be 100mm.
The quantity of described fixing pluge 6 is 6.
Its convenient formation of the utility model is quick, and the process-cycle is short; Quick and easy for installation, compactness is high, and water resistant penetrating power is strong; Required cost is low, and is conducive to saving the forest reserves and environmental protection, has promotional value.
For a person skilled in the art, according to above technical scheme and design, other various corresponding change and distortion can be made, and all these change and distortion all should belong within the protection domain of the utility model claim.
Claims (8)
1. a hydraulic engineering template, is characterized in that: comprise permeable template cloth (1), panel (2), limit rib (3) and ribs structure (4); Wherein, limit rib (3), ribs structure (4) all design at panel (2) back side; Permeable template cloth (1) is laid in panel (2) front; Described limit rib (3) is arranged on panel (2) circumferential edge position, forms frame construction; Be designed with ribs structure (4) in the frame construction be made up of limit rib (3), comprise and strengthen cross rib (7), the perpendicular rib (8) of reinforcement and strengthen diagonal rib (9); Wherein, strengthen cross rib (7) horizontally set, two ends connect with horizontal relative edge's rib respectively; Strengthen perpendicular rib (8) longitudinally to arrange, two ends connect with longitudinal relative edge's rib respectively; In the frame construction be made up of limit rib (3), form net structure framework; In the net structure framework be made up of the perpendicular rib (8) of reinforcement cross rib (7) and reinforcement, two are designed with cross one another reinforcement diagonal rib (9) in each grid, strengthen diagonal rib (9) end for two to connect with net structure framework, described panel (2) bottom is fixed with several fixing pluge (6).
2. a kind of hydraulic engineering template according to claim 1, is characterized in that: described limit rib (3) with strengthen cross rib (7), strengthen erecting rib (8), strengthen diagonal rib (9) and be square-section rod-like structure.
3. a kind of hydraulic engineering template according to claim 1, is characterized in that: the described limit first-class line space design of rib has connecting hole (5).
4. a kind of hydraulic engineering template according to claim 1, is characterized in that: described permeable template cloth (1) encases panel (2), and edge is pasted and fixed on limit rib (3) surface.
5. a kind of hydraulic engineering template according to claim 1, is characterized in that: described panel (2), limit rib (3), strengthen cross rib (7), strengthen perpendicular rib (8) and be formed in one.
6. a kind of hydraulic engineering template according to claim 1, is characterized in that: described panel (2), limit rib (3), strengthen cross rib (7), strengthen perpendicular rib (8) and all adopt PVC plastic material to make.
7. a kind of hydraulic engineering template according to claim 1, it is characterized in that: the thickness of described panel (2) is 20mm, the width of limit rib (3) is 50mm, the width strengthening cross rib (7) and the perpendicular rib (8) of reinforcement is 100mm, the width strengthening diagonal rib (9) is 80mm, strengthens cross rib (7), strengthens diagonal rib (9), to strengthen perpendicular rib (8) identical with the height of limit rib (3) and be 100mm.
8. a kind of hydraulic engineering template according to claim 1, is characterized in that: the quantity of described fixing pluge (6) is 6-8 root.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520609743.9U CN204898676U (en) | 2015-08-13 | 2015-08-13 | Hydraulic engineering template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520609743.9U CN204898676U (en) | 2015-08-13 | 2015-08-13 | Hydraulic engineering template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204898676U true CN204898676U (en) | 2015-12-23 |
Family
ID=54920865
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520609743.9U Expired - Fee Related CN204898676U (en) | 2015-08-13 | 2015-08-13 | Hydraulic engineering template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204898676U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114830444A (en) * | 2020-01-07 | 2022-07-29 | 株式会社自动网络技术研究所 | Terminal seat |
| CN116427693A (en) * | 2023-04-07 | 2023-07-14 | 酒泉启拓建筑科技有限公司 | A high-strength aluminum alloy formwork and its construction method |
-
2015
- 2015-08-13 CN CN201520609743.9U patent/CN204898676U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114830444A (en) * | 2020-01-07 | 2022-07-29 | 株式会社自动网络技术研究所 | Terminal seat |
| CN116427693A (en) * | 2023-04-07 | 2023-07-14 | 酒泉启拓建筑科技有限公司 | A high-strength aluminum alloy formwork and its 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: 20151223 Termination date: 20170813 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |