CN204491507U - A kind of hydraulic engineering template - Google Patents
A kind of hydraulic engineering template Download PDFInfo
- Publication number
- CN204491507U CN204491507U CN201520196923.9U CN201520196923U CN204491507U CN 204491507 U CN204491507 U CN 204491507U CN 201520196923 U CN201520196923 U CN 201520196923U CN 204491507 U CN204491507 U CN 204491507U
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- China
- Prior art keywords
- rib
- strengthen
- panel
- limit
- hydraulic engineering
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- 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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Abstract
The utility model discloses a kind of hydraulic engineering template, comprise permeable template cloth, panel, the limit rib of panel surrounding, back side of panel by strengthening cross rib, strengthen diagonal rib and the ribs structure strengthened perpendicular rib and form, form the panel of this hydraulic engineering template, limit rib, strengthen cross rib, strengthen diagonal rib and strengthen perpendicular rib being formed in one.Permeable template cloth is laid on panel surface, and permeable template cloth is pasted onto rib surface, limit, is formed as an entirety with panel, limit rib and ribs structure.Advantage of the present utility model is: convenient formation is quick, and the process-cycle is short; Permeable template cloth quick and easy for installation, the concrete surface after cast is neatly smooth, and concrete density is high, and water resistant penetrating power is strong; Wooden bar when ribs structure can replace wooden form to fix, cost-saving, be conducive to saving the forest reserves and environmental protection; Waterproof anti-corrosion performance is good, and the number of turnover is wooden model plate hight several times comparatively; Effect after weight, fluid concrete and plasticity have strong advantage compared with big steelmoulds.
Description
Technical field
The utility model relates to the hydraulic engineering template in building materials technology field, specifically, is the plastic exposed template used in a kind of construction of hydro project.
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.
Utility model content
For the weak point that template in engineering in above-mentioned water exists, the utility model provides a kind of hydraulic engineering template, solves the existing shortcoming of existing steel form and wooden form.
A kind of hydraulic engineering template of the utility model, 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.
The utility model advantage is:
(1) the utility model hydraulic engineering template convenient formation is quick, and the process-cycle is short;
(2) in the utility model hydraulic engineering template, permeable template cloth quick and easy for installation, the concrete surface after cast is neatly smooth, and compactness is high, and water resistant penetrating power is strong;
(3) in the utility model hydraulic engineering template, the wooden bar strengthened cross rib, strengthen 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;
(4) the utility model hydraulic engineering template, adopt plastic material, waterproof anti-corrosion performance is good, and the number of turnover is wooden model plate hight several times comparatively;
(5) the utility model hydraulic engineering template, the effect after weight, use cost, fluid concrete and plasticity have strong advantage compared with big steelmoulds, have promotional value.
Accompanying drawing explanation
Fig. 1 is the utility model overall structure;
Fig. 2 is the utility model overall structure schematic rear view.
In figure:
1-permeable template cloth 2-panel 3-limit rib
4-ribs structure 5-connecting hole 301-strengthens cross rib
302-strengthens perpendicular rib 303-and strengthens diagonal rib
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described further.
The utility model 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 square-section rod-like structure, is arranged on panel circumferential edge position, and intercostal two both ends, n root limit connect, and forms frame construction.Limit rib has n root, and n is positive integer, and concrete quantity is determined with panel-shaped.In the present embodiment, square structure selected by panel, and therefore limit rib adopts four, arranges respectively along panel four limit.Said n bar limit rib is equidistantly designed with connecting hole vertically, and connecting hole spacing is 250mm; Realize the splicing between multiple hydraulic engineering template by the connecting hole on the rib of each bar limit, form flat formwork or column template.
Be designed with ribs structure in the above-mentioned frame construction be made up of n root limit rib, comprise and strengthen cross rib, the perpendicular rib of reinforcement and strengthen diagonal rib, select square-section rod-like structure all equally.Wherein, strengthening cross rib is m root, and m is positive integer, horizontally set, and two ends connect with horizontal relative edge's rib respectively; Strengthening perpendicular rib is q root, and q is positive integer, and longitudinally arrange, two ends connect with longitudinal relative edge's rib respectively; Thus in the frame construction be made up of n root 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.
Described permeable template cloth is laid on panel surface, and permeable template cloth encases panel, and it is surperficial that edge is pasted and fixed on limit rib, thus, makes panel, limit rib, strengthens cross rib, strengthens diagonal rib and strengthen perpendicular rib being formed as an entirety.
Panel in the invention described above, limit rib, strengthen cross rib, strengthen perpendicular rib and be formed in one, by pressing mold or injection moulding Integratively formed, all adopt PVC plastic material to make.Permeable template cloth is laid to paste by secondary and is formed; Meanwhile, connecting hole limit rib established is formed by secondary operations.Wherein, the thickness of 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.
Claims (7)
1. a hydraulic engineering template, is characterized in that: comprise 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.
2. a kind of hydraulic engineering template as claimed in claim 1, is characterized in that: described limit rib with strengthen cross rib, strengthen erecting rib, strengthen diagonal rib and be square-section rod-like structure.
3. a kind of hydraulic engineering template as claimed in claim 1, is characterized in that: the described limit first-class line space design of rib has connecting hole.
4. a kind of hydraulic engineering template as claimed in claim 1, is characterized in that: described permeable template cloth encases panel, and edge is pasted and fixed on rib surface, limit.
5. a kind of hydraulic engineering template as claimed in claim 1, is characterized in that: described panel, limit rib, strengthen cross rib, strengthen perpendicular rib and be formed in one.
6. a kind of hydraulic engineering template as claimed in claim 1, is characterized in that: described panel, limit rib, strengthen cross rib, strengthen perpendicular rib and all adopt PVC plastic material to make.
7. a kind of hydraulic engineering template as claimed in claim 1, it is characterized in that: the thickness of described panel is 20mm, the width of limit rib is 50mm, the width strengthening cross rib and the perpendicular rib of reinforcement is 100mm, strengthening the width of diagonal rib is 80mm, strengthens cross rib, strengthens diagonal rib, to strengthen perpendicular rib identical with the height of limit rib and be 100mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520196923.9U CN204491507U (en) | 2015-04-02 | 2015-04-02 | A kind of hydraulic engineering template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520196923.9U CN204491507U (en) | 2015-04-02 | 2015-04-02 | A kind of hydraulic engineering template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204491507U true CN204491507U (en) | 2015-07-22 |
Family
ID=53570808
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520196923.9U Expired - Fee Related CN204491507U (en) | 2015-04-02 | 2015-04-02 | A kind of hydraulic engineering template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204491507U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112009574A (en) * | 2020-08-27 | 2020-12-01 | 南京瓴荣材料科技有限公司 | Low-profile composite material vehicle body assembly |
-
2015
- 2015-04-02 CN CN201520196923.9U patent/CN204491507U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112009574A (en) * | 2020-08-27 | 2020-12-01 | 南京瓴荣材料科技有限公司 | Low-profile composite material vehicle body assembly |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150722 Termination date: 20180402 |