CN204284664U - Pump pipe reinforcing device of high-pressure concrete delivery pump - Google Patents
Pump pipe reinforcing device of high-pressure concrete delivery pump Download PDFInfo
- Publication number
- CN204284664U CN204284664U CN201420759459.5U CN201420759459U CN204284664U CN 204284664 U CN204284664 U CN 204284664U CN 201420759459 U CN201420759459 U CN 201420759459U CN 204284664 U CN204284664 U CN 204284664U
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- Prior art keywords
- support
- pump
- built
- fixed
- board
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- Expired - Fee Related
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- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 30
- 239000000463 material Substances 0.000 abstract description 2
- 230000007306 turnover Effects 0.000 abstract description 2
- 229910000831 Steel Inorganic materials 0.000 description 6
- 239000010959 steel Substances 0.000 description 6
- 230000002787 reinforcement Effects 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 240000007594 Oryza sativa Species 0.000 description 1
- 235000007164 Oryza sativa Nutrition 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- 238000010992 reflux Methods 0.000 description 1
- 235000009566 rice Nutrition 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The pump pipe reinforcing device of the high-pressure concrete conveying pump comprises a pair of half-shaped pipe clamps, a support and an embedded plate, wherein one end of the support is fixed on the outer surface of a clamp body of the pair of half-shaped pipe clamps, the other end of the support is fixed on the front surface of the embedded plate, and a plurality of anchor bars are fixed on the rear surface of the embedded plate. The device is firmly installed on the shear wall, so the device has high strength, good stability and very good reinforcing performance to the pump pipe, has simple structure, material saving, convenient and safe operation, low cost, rapidness and high efficiency, can not damage the built structure, and can be used in the turnover of similar building engineering projects.
Description
Technical field
The utility model relates to reinforcing device., relates in particular to a kind of pump line reinforcing device. of high pressure concrete transfer pump.
Background technique
At present, tall building construction construction is in a flourish state, concrete works is that it must one of inseparable subdivisional work, current high pressure concrete transfer pump can by concrete conveyance on the high floor of hundreds of rice, but pumping pressure is larger in the pump line of high pressure concrete transfer pump, therefore the pump line how reinforcing high pressure concrete transfer pump seems particularly important, must ensure the steadiness of the pump line of high pressure concrete transfer pump in concrete delivery service and Security.
At present conventional pump line reinforcing mode sets up scaffold to fix or adopt and fix at concrete wall pocket top plug timber wedge, first kind of way complex structure, waste time and energy, fixing built on the sand; The second way easily damages built structure.
Model utility content
Technical problem to be solved in the utility model is to provide the pump line reinforcing device. of the high pressure concrete transfer pump that a kind of structure is simple, intensity is high, good stability, reinforcement performance are good.
In order to solve the problems of the technologies described above, the utility model adopts following technological scheme: the pump line reinforcing device. of high pressure concrete transfer pump, it comprises half mould pipe clamp, support and built-in board, the front surface that one end of support is fixed on the outer surface of the clamp to half mould pipe clamp, the other end is fixed on built-in board, the rear surface of built-in board is fixed with some dowels.
For the purpose of succinctly describing, the pump line reinforcing device. of high pressure concrete transfer pump described in the utility model is referred to as this device below.
When using this device to fix pump line (hereinafter referred to as the pump line) of high pressure concrete transfer pump, first built-in board and dowel colligation, point are welded on Shear Walls body reinforcing bar, shear wall formwork is herein installed again, concreting completes, this device can firmly be arranged on shear wall after form removal, and then use half mould pipe clamp banding pump line, like this by the frictional force between half mould pipe clamp and pump line, pump line can be made to obtain extraordinary reinforcing.
To sum up, because this device is firmly arranged on shear wall, therefore high, the good stability of this device intensity, there is the extraordinary reinforcement performance to pump line, and this apparatus structure is simple, save material, easy and safe to operate, low cost, quickness and high efficiency, can not damage built structure, can use in the turnover of similar construction-engineering project.
As improvement of the present utility model, be also fixed with two reinforcing bars between support and the front surface of built-in board, described reinforcing bar and support and built-in board form triangular support configurations.Reinforcing bar plays a skewed horizontal load effect, when the concrete in pump line is up carried, reinforcing bar can play drawing-resistant function, when pump line quits work, generation refluxes by the concrete in pump line, at this moment reinforcing bar also can play resistance to compression effect, moreover be exactly that reinforcing bar and support and built-in board form triangular support configurations, and three-legged structure system has more stability, therefore can increase the strength and stability of this device.
Accompanying drawing explanation
Fig. 1 is the structural representation of the utility model one embodiment.
Fig. 2 is the using state figure of the utility model one embodiment.
Embodiment
Below in conjunction with accompanying drawing, the utility model is further described:
See Fig. 1 and Fig. 2.
The pump line reinforcing device. of high pressure concrete transfer pump, it comprises half mould pipe clamp 1, support 2 and built-in board 3, the relative semicircle clamp 11 of two openings is comprised to half mould pipe clamp 1, the front surface that one end of support 2 is fixed on the outer surface of the clamp 11 to half mould pipe clamp 1, the other end is fixed on built-in board 3, the rear surface of built-in board 3 is fixed with some dowels 4, also be fixed with two reinforcing bars 5 between the front surface of support 2 and built-in board 3, described reinforcing bar 5 forms triangular support configurations with support 2, built-in board 3.
During use, first the pump line reinforcing device. of this high pressure concrete transfer pump to be arranged on shear wall 6, and then by the pump line 7 to half mould pipe clamp 1 banding high pressure concrete transfer pump.
The semicircle hoop of clamp 11 to be the radius adopting 8mm thick, that 60mm is wide steel bar to make be 145mm, at the two ends of semicircle hoop, bending forms the flange 111 of 60mm × 60mm that radially outward stretches out respectively simultaneously, flange 111 has the through hole that radius is 12mm, one group of flange relative in installment state 111 is by mutually clamping through the bolt 12 of through hole on it and the nut 13 that matches with bolt 12;
The channel-section steel that support 2 is 20 by model is made, sectional dimension is 120mm × 40mm × 5mm (highly × leg wide × waist is thick), channel-section steel cutting length is 350mm, in specific implementation process, first one end of support 2 can be welded on one of them clamp 11 to half mould pipe clamp 1, again the other end of support 2 be welded with built-in board 3 in time reinforcing the pump line 7 of high pressure concrete transfer pump;
Built-in board 3 is made up of Q235 steel plate, is of a size of 10mm × 250mm × 250mm;
The quantity of dowel 4 is 4, is evenly fixed on the rear surface of built-in board 3, is made up of ¢ 20 with the round steel of crotch, the length of dowel 4 be extend shear wall 6 vertical reinforcement outside be limited, and then carry out bending anchoring;
Reinforcing bar 5 is made up of the round steel of ¢ 25, and length is 225mm, the front surface that one end is welded on the plate inner surface of support 2, the other end is welded on built-in board 3 of reinforcing bar 5.
The foregoing is only preferred embodiment of the present utility model, not in order to limit the utility model, all do within spirit of the present utility model and principle any amendment, equivalent to replace and improvement etc., all should be included within protection domain of the present utility model.
Claims (2)
1. the pump line reinforcing device. of high pressure concrete transfer pump, it is characterized in that: it comprises half mould pipe clamp, support and built-in board, the front surface that one end of support is fixed on the outer surface of the clamp to half mould pipe clamp, the other end is fixed on built-in board, the rear surface of built-in board is fixed with some dowels.
2. the pump line reinforcing device. of high pressure concrete transfer pump as claimed in claim 1, is characterized in that: be also fixed with two reinforcing bars between support and the front surface of built-in board, and described reinforcing bar and support and built-in board form triangular support configurations.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201420759459.5U CN204284664U (en) | 2014-12-04 | 2014-12-04 | Pump pipe reinforcing device of high-pressure concrete delivery pump |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201420759459.5U CN204284664U (en) | 2014-12-04 | 2014-12-04 | Pump pipe reinforcing device of high-pressure concrete delivery pump |
Publications (1)
Publication Number | Publication Date |
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CN204284664U true CN204284664U (en) | 2015-04-22 |
Family
ID=52867825
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201420759459.5U Expired - Fee Related CN204284664U (en) | 2014-12-04 | 2014-12-04 | Pump pipe reinforcing device of high-pressure concrete delivery pump |
Country Status (1)
Country | Link |
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CN (1) | CN204284664U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105465528A (en) * | 2016-01-29 | 2016-04-06 | 四川新明塑业有限公司 | Manufacturing method of large-caliber plastic three-way pipe |
CN114962787A (en) * | 2022-04-21 | 2022-08-30 | 中建八局西南建设工程有限公司 | Vertical water pipe mounting bracket |
-
2014
- 2014-12-04 CN CN201420759459.5U patent/CN204284664U/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105465528A (en) * | 2016-01-29 | 2016-04-06 | 四川新明塑业有限公司 | Manufacturing method of large-caliber plastic three-way pipe |
CN105465528B (en) * | 2016-01-29 | 2019-12-31 | 四川新明塑业有限公司 | Manufacturing method of large-diameter plastic three-way pipe |
CN114962787A (en) * | 2022-04-21 | 2022-08-30 | 中建八局西南建设工程有限公司 | Vertical water pipe mounting bracket |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
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: 20150422 Termination date: 20171204 |