CN205314161U - Shaft runner template - Google Patents
Shaft runner template Download PDFInfo
- Publication number
- CN205314161U CN205314161U CN201521038308.1U CN201521038308U CN205314161U CN 205314161 U CN205314161 U CN 205314161U CN 201521038308 U CN201521038308 U CN 201521038308U CN 205314161 U CN205314161 U CN 205314161U
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- band iron
- water inlet
- iron frame
- wall
- template
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Abstract
The utility model relates to a concrete form, especially a shaft runner template. A shaft runner template, includes water inlet outer wall template and water inlet inner wall template, water inlet outer wall template includes that band iron frame, channel -section steel rib, channel -section steel enclose wingceltis, band iron stiffener, connecting plate, panel, band iron frame, template piece, runner shaft inner wall steel lining, and inside runner shaft inner wall steel lining was located water inlet outer wall template, the band iron frame was located the water inlet outer wall template outside for form water inlet outer wall template frame. The utility model overcomes because of the construction of wooden model multilayer arouses that dimensional deviation, linearity are not inconsistent, roughness subalternation disadvantage, adopt the construction of special -shaped steel mould, has ensured concreted structure and design linearity and has coincide that it is smooth and easy to have ensured that the runner leads to water, reduced and dealt with the probability that arouses the reinforcement corrosion improperly because of horizontal construction joint.
Description
Technical field
This utility model relates to a kind of concrete blinding, especially a kind of vertical shaft runner template.
Background technology
Conventional silo infusion pump runner concrete all adopts wooden model construction technology, although fine carpenter master worker has the processing handicraft of a set of uniqueness in abnormity wooden model setting-out, making, but the disadvantages such as the construction of wooden model multilamellar causes dimensional discrepancy, is not linearly inconsistent, poor flatness, molding runners water flowing condition and design conditions deviation are relatively big, and the loss of flood peak produced during causing pumping station operation is bigger.
Utility model content
In order to solve the deficiency that prior art exists, this utility model provides the vertical shaft runner template that a kind of machining accuracy is high, can carry out multilamellar construction.
A kind of vertical shaft runner template in this utility model, including water inlet outer wall template and water inlet inner wall form, described water inlet outer wall template includes band iron frame, channel frame, channel-section steel enclose wingceltis, band iron stiffener, connecting plate, panel, band iron frame, formwork edge joint, runner vertical shaft inwall steel lining, runner vertical shaft inwall steel lining is positioned at water inlet outer wall mold intralaminar part, band iron frame is positioned at outside water inlet outer wall template, for forming water inlet outer wall template housing, band iron stiffener is connected on connected band iron frame, strengthens band iron frame intensity, channel-section steel encloses wingceltis for being fixed for reinforcing band iron frame, forms rock-steady structure, connecting plate is fixed on band iron frame for channel-section steel encloses wingceltis two ends, panel is 5mm steel plate, and panel is positioned at water inlet outer wall mold intralaminar part, forms water inlet outer wall template inner surface, described water inlet inner wall form includes the second band iron stiffener, second panel, second band iron frame, second channel frame, second channel-section steel encloses wingceltis, second connecting plate, 3rd band iron frame, second band iron frame and the 3rd band iron frame form the shape that water inlet inner wall form sets, it is provided with the second channel frame inside second band iron frame, for improving the intensity of the second band iron frame, the second thick panel of 5MM it is provided with inside water inlet inner wall form, the second band iron stiffener of fixation it has been connected with between two-layer the second band iron frame, it is provided with the second connecting plate outside described water inlet inner wall form.
As preferably, band iron frame and the second band iron frame are thick 10mm, wide 63mm;3rd band iron frame 16 is thick 12mm, wide 80mm.
As preferably, band iron stiffener and the second band iron stiffener are thick 10mm, wide 63mm.
The beneficial effects of the utility model: pipes' analysis appearance beautiful appearance, overcoming because of the construction of wooden model multilamellar causes dimensional discrepancy, is not linearly inconsistent, the disadvantage such as poor flatness, adopt abnormity punching block construction, it is ensured that concrete surface is linear with design to coincide, it is ensured that runner water flowing is smooth and easy; Decrease the probability causing reinforcement corrosion because horizontal construction joint deals with improperly; Adopting abnormity punching block primary concreting construction, more traditional wooden model pouring construction, the duration to be greatly shortened, it is possible to puts into operation ahead of time, plays pumping plant benefit ahead of time; Lift surface is arranged and is settled at one go, template and bottom continuous brackets, and the turnaround time is greatly reduced; Construction operation is continuous, concentration, and material secondary carrying is few, and plant equipment utilization rate is higher.
Accompanying drawing explanation
Fig. 1 is water inlet outer wall template top view.
Fig. 2 is water inlet outer wall template front view.
Fig. 3 is water inlet inner wall form top view.
Fig. 4 is water inlet inner wall form front view.
Labelling in figure: 1, band iron frame, 2, channel frame, 3, channel-section steel enclose wingceltis, 4, band iron stiffener, 5, connecting plate, 6, panel, 7, band iron frame, 8, formwork edge joint, 9, runner vertical shaft inwall steel lining, 10, the second band iron stiffener, the 11, second panel, the 12, second band iron frame, 13, the second channel frame, 14, the second channel-section steel encloses wingceltis, the 15, second connecting plate, the 16, the 3rd band iron frame.
Detailed description of the invention
Below in conjunction with accompanying drawing, this utility model is described in further detail, but this should not being interpreted as, the scope of above-mentioned theme of the present utility model is only limitted to above-described embodiment.
A kind of vertical shaft runner template, including water inlet outer wall template and water inlet inner wall form, as shown in Figure 1-2, described water inlet outer wall template includes band iron frame 1, channel frame 2, channel-section steel enclose wingceltis 3, band iron stiffener 4, connecting plate 5, panel 6, band iron frame 7, formwork edge joint 8, runner vertical shaft inwall steel lining 9, runner vertical shaft inwall steel lining 9 is positioned at water inlet outer wall mold intralaminar part, band iron frame 1 is positioned at outside water inlet outer wall template, for forming template housing, band iron stiffener 4 is connected on connected band iron frame, strengthens band iron frame intensity, channel-section steel encloses wingceltis 3 for being fixed for reinforcing band iron frame, forms rock-steady structure, connecting plate 5 is fixed on band iron frame 1 for channel-section steel is enclosed wingceltis 3 two ends, panel 6 is 5mm steel plate, and panel 6 is positioned at water inlet outer wall mold intralaminar part, forms water inlet outer wall template inner surface, as shown in Figure 3-4, described water inlet inner wall form includes the second band iron stiffener 10, second panel 11, second band iron frame 12, second channel frame 13, second channel-section steel encloses wingceltis 14, second connecting plate 15, 3rd band iron frame 16, second band iron frame 12 and the 3rd band iron frame 16 form the shape that water inlet inner wall form sets, second band iron frame 12 is internal is provided with the second channel frame 13, for improving the intensity of the second band iron frame 12, the second thick panel 11 of 5MM it is provided with inside water inlet inner wall form, the second band iron stiffener 10 of fixation it has been connected with between two-layer the second band iron frame 12, the second connecting plate 15 it is provided with outside described water inlet inner wall form. band iron frame 1 and the second band iron frame 12 are thick 10mm, wide 63mm, 3rd band iron frame 16 is thick 12mm, wide 80mm,Band iron stiffener 4 and the second band iron stiffener 10 are thick 10mm, wide 63mm; Channel frame 2 and the second channel frame 13 are No. 3 channel-section steels; Connecting plate 5 and the second connecting plate 15 are the connecting plate of thick 10mm, wide by 100, high 240mm.
Runner backform support adopts Φ 48 × 3.50 scaffolding steel pipe to set up, and underplate concrete adopts Φ 28 reinforcing bar with lower carriage, and is embedded in and builds in underplate concrete. 100 × 100 lumps of wood, spacing 25cm is laid bottom backform. Scaffold building is specifically of a size of: the transfer b=0.50m of vertical rod, the advance=1.00m of vertical rod, the step pitch h=1.50m of vertical rod.
Runner and vertical shaft inner wall form are unsettled fixing, adopt pre-buried 10# I-steel building in underplate concrete, and set 10# I-steel telescopic joint, in order to install and regulate elevation. Vertical shaft inwall adopts 25# I-steel that support is reinforced, spacing 1.00m.
Runner backform adopts the hole of first reserved 0.5m × 0.5m, spacing 5m. Underplate concrete is put in storage by chute from preformed hole, after treating that underplate concrete is built, closes hole. Preformed hole situation template is outer stupefied independent with all the other positions, and has the function that installation is simple. The preformed hole of one 0.5m × 0.5m is stayed every 2m, as Bu Zhen district of vibrating concrete near linear arc chord angle, it is ensured that the concrete quality of runner side wall in the middle part of runner inner wall side wall.
Claims (3)
1. a vertical shaft runner template, including water inlet outer wall template and water inlet inner wall form, described water inlet outer wall template includes band iron frame, channel frame, channel-section steel enclose wingceltis, band iron stiffener, connecting plate, panel, band iron frame, formwork edge joint, runner vertical shaft inwall steel lining, it is characterized in that, runner vertical shaft inwall steel lining is positioned at water inlet outer wall mold intralaminar part, band iron frame is positioned at outside water inlet outer wall template, for forming water inlet outer wall template housing, band iron stiffener is connected on connected band iron frame, strengthens band iron frame intensity, channel-section steel encloses wingceltis for being fixed for reinforcing band iron frame, forms rock-steady structure, connecting plate is fixed on band iron frame for channel-section steel encloses wingceltis two ends, panel is 5mm steel plate, and panel is positioned at water inlet outer wall mold intralaminar part, forms water inlet outer wall template inner surface, described water inlet inner wall form includes the second band iron stiffener, second panel, second band iron frame, second channel frame, second channel-section steel encloses wingceltis, second connecting plate, 3rd band iron frame, second band iron frame and the 3rd band iron frame form the shape that water inlet inner wall form sets, it is provided with the second channel frame inside second band iron frame, for improving the intensity of the second band iron frame, the second thick panel of 5MM it is provided with inside water inlet inner wall form, the second band iron stiffener of fixation it has been connected with between two-layer the second band iron frame, it is provided with the second connecting plate outside described water inlet inner wall form.
2. a kind of vertical shaft runner template according to claim 1, it is characterised in that band iron frame and the second band iron frame are thick 10mm, wide 63mm; 3rd band iron frame 16 is thick 12mm, wide 80mm.
3. a kind of vertical shaft runner template according to claim 1, it is characterised in that band iron stiffener and the second band iron stiffener are thick 10mm, wide 63mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521038308.1U CN205314161U (en) | 2015-12-15 | 2015-12-15 | Shaft runner template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521038308.1U CN205314161U (en) | 2015-12-15 | 2015-12-15 | Shaft runner template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205314161U true CN205314161U (en) | 2016-06-15 |
Family
ID=56185892
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201521038308.1U Active CN205314161U (en) | 2015-12-15 | 2015-12-15 | Shaft runner template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205314161U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108130889A (en) * | 2017-12-25 | 2018-06-08 | 上海市水利工程集团有限公司 | Pump lock main body bottom plate and flow channel layer side wall step construction joint method for production |
| CN113211586A (en) * | 2021-05-19 | 2021-08-06 | 浙江省第一水电建设集团股份有限公司 | Manufacturing method of special-shaped wood formwork for special-shaped runner construction |
-
2015
- 2015-12-15 CN CN201521038308.1U patent/CN205314161U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108130889A (en) * | 2017-12-25 | 2018-06-08 | 上海市水利工程集团有限公司 | Pump lock main body bottom plate and flow channel layer side wall step construction joint method for production |
| CN113211586A (en) * | 2021-05-19 | 2021-08-06 | 浙江省第一水电建设集团股份有限公司 | Manufacturing method of special-shaped wood formwork for special-shaped runner construction |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |