CN205763573U - A kind of bridge pile foundation steel reinforcement cage strengthens stirrup hydraulic elevation type operating board - Google Patents
A kind of bridge pile foundation steel reinforcement cage strengthens stirrup hydraulic elevation type operating board Download PDFInfo
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- CN205763573U CN205763573U CN201620755346.7U CN201620755346U CN205763573U CN 205763573 U CN205763573 U CN 205763573U CN 201620755346 U CN201620755346 U CN 201620755346U CN 205763573 U CN205763573 U CN 205763573U
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Abstract
A kind of bridge pile foundation steel reinforcement cage strengthens stirrup hydraulic elevation type operating board, it is characterized in that, platform is supported including lifting, track pad, hydraulic jack, powered wheel and hydraulic oil pump, described lifting supports platform and is supported by supporting platform support, it is annular that lifting supports platform, which is provided with limited post, described powered wheel is arranged on support platform support, it is provided with multiple track post along excircle on described track pad, track pad is arranged on lifting and supports in the middle of platform, it is placed on powered wheel, two rotary shafts it are welded with on described powered wheel, rotary shaft passes track pad, described hydraulic jack is fixed on support platform support, support platform in lifting and support between platform support, hydraulic jack connects hydraulic oil pump by hydraulic oil pipe.This utility model can ensure the most indeformable of each reinforcement stirrup, it is ensured that strengthens accuracy and construction quality that stirrup makes, improves pile foundation steel bar cage and strengthens the speed of application of stirrup processing, reduces and make labor intensity, it is to avoid risk of doing over again in installation.
Description
Technical field
This utility model relates to beam pile foundation steel bar cage and strengthens stirrup making, especially with a kind of bridge pile foundation steel reinforcement cage Reinforced Hoop
The structure of muscle hydraulic elevation type operating board is relevant.
Background technology
At present, railway, highway development are very rapid, especially high-speed railway.The pile foundation of the bridge pier of railway and highway bridge
The general degree of depth is relatively deep, and its pile foundation typically uses armored concrete under water, stake footpath general 1.25m, 1.0m etc..In order to ensure pile foundation
Steel reinforcement cage safety in work progress and indeformable, every 2 meters of the inwall at steel reinforcement cage uses one to strengthen stirrup, when pile foundation is deep
When degree is more than 70 meters, not only to need to use reinforcement stirrup quantity many, and high to machining accuracy, the prescription of stirrup.
If existing processing mode can be improved, exploitation can the construction work of the more high-quality measured reinforcement stirrup of machining accuracy of efficiency
Tool, will not only contribute to improve the steadiness of bridge pile foundation steel reinforcement cage, and is conducive to improving working (machining) efficiency, reduce rework rate.
Utility model content
This utility model provides a kind of bridge pile foundation steel reinforcement cage to strengthen stirrup hydraulic elevation type operating board, above-mentioned existing to solve
There is the deficiency of technology, it is ensured that each reinforcement stirrup the most indeformable, it is ensured that strengthen accuracy and construction quality that stirrup makes,
Improve pile foundation steel bar cage and strengthen the speed of application of stirrup processing, reduce and make labor intensity, it is to avoid risk of doing over again in installation.
In order to realize the purpose of this utility model, plan employing techniques below:
A kind of bridge pile foundation steel reinforcement cage strengthens stirrup hydraulic elevation type operating board, it is characterised in that include lifting support platform,
Track pad, hydraulic jack, powered wheel and hydraulic oil pump, described lifting supports platform and is supported by supporting platform support, rises descending branch
Support platform is annular, which is provided with limited post, and described powered wheel is arranged on support platform support, along outward on described track pad
Circumference is provided with multiple track post, and track pad is arranged on lifting and supports in the middle of platform, is placed on powered wheel, described motorized motions
Being welded with two rotary shafts on wheel, rotary shaft passes track pad, and described hydraulic jack is fixed on support platform support, is positioned at liter
Between descending branch support platform and support platform support, hydraulic jack connects hydraulic oil pump by hydraulic oil pipe.Described limited post has 4,
It is 90 ° with center of circle angle between limited post to be evenly arranged.Described hydraulic jack has 3, is 120 ° of uniform cloth with center of circle angle
Put.Limited post leaves the right or normal track the outer peripheral spacing of mark post, consistent with reinforcement stirrup external diameter to be processed.Described track post is welded on track
On plate, track post has 30～40.Described hydraulic jack is the sensor-type hydraulic jack of 0.5t.
The beneficial effects of the utility model are: during use, only need to be logical by steel bar end as between track pad and limited post
Crossing powered wheel drives track pad to rotate a circle, is formed and strengthens stirrup, can cut off between track post and limited post
And weld, then support platform by the lifting of hydraulic jack anger, it is simple to take off reinforcement stirrup.This mode solves bridge
Beam pile foundation steel bar cage strengthens the labor problem that stirrup makes, it is ensured that pile foundation steel bar cage strengthens the accuracy that stirrup makes, and carries
High pile foundation steel bar cage strengthens the speed of application of stirrup processing.The the most indeformable of each reinforcement stirrup can be ensured, it is ensured that execute
Working medium amount, it is convenient to install, it is to avoid the risk done over again in installing.
Accompanying drawing explanation
Fig. 1 shows this utility model population structure top view.
Fig. 2 shows that in Fig. 1, lifting supports platform top view.
Fig. 3 shows track pad top view in Fig. 2.
Fig. 4 shows this utility model population structure side view.
Detailed description of the invention
As shown in figures 1-4, a kind of bridge pile foundation steel reinforcement cage strengthens stirrup hydraulic elevation type operating board, supports including lifting
Platform 1, track pad 2, hydraulic jack 5, powered wheel 9 and hydraulic oil pump 7, described lifting supports platform 1 by supporting platform support 10
Supporting, it be annular that lifting supports platform 1, and it is welded with 4 limited posts 4, between limited post 4 with center of circle angle be 90 ° uniform
Arrange.Described powered wheel 9 is arranged on support platform support 10, is specifically fixed in the middle of support platform support 10 end face.Institute
State and be welded with 30～40 track posts 3 along excircle on track pad 2.Limited post 4 leaves the right or normal track the outer peripheral spacing of mark post 3, with to be added
Reinforcement stirrup 8 external diameter of work is consistent, or this spacing is more than the bar diameter big 1～2mm strengthening stirrup 8.Track pad 2 is arranged on liter
In the middle of descending branch support platform 1, it is placed on powered wheel 9, described powered wheel 9 is welded with two rotary shafts 11, rotary shaft
11 pass track pad 2.Described hydraulic jack 5 has 3, is 120 ° with center of circle angle and is uniformly fixed on support platform support 10,
Being particularly located at lifting support platform 1 and support between platform support 10, hydraulic jack 5 is the sensor-type hydraulic jack of 0.5t, logical
Cross hydraulic oil pipe 6 and connect hydraulic oil pump 7.
Need to carry out to strengthen stirrup 8 adds man-hour: first raw material of reinforcement rebar termination is placed on track pad 2 and limited post 4 it
Between, then starting powered wheel 9, powered wheel 9 rotates, and drives track pad 2 to rotate by rotary shaft 11, rotates a circle
After, formed between track post 3 and limited post 4 and strengthen stirrup 8；Stop operating, cut off raw steel muscle, utilize welding machine to strengthening stirrup
8 terminations are welded；After having welded, open hydraulic oil pump 7, utilize hydraulic jack 5 that lifting is supported platform 1 jack-up the highest
Degree, then takes reinforcement stirrup 8 away, turns off hydraulic oil pump 7, is classified as by lifting support platform 1；So circulation operation processing Reinforced Hoop
Muscle 8.Solve bridge pile foundation steel reinforcement cage and strengthen the labor problem that stirrup makes, it is ensured that pile foundation steel bar cage is strengthened stirrup and made
Accuracy, improve pile foundation steel bar cage strengthen stirrup processing speed of application.The the most constant of each reinforcement stirrup can be ensured
Shape, it is ensured that construction quality, it is convenient to install, it is to avoid the risk done over again in installing.
Claims (6)
1. a bridge pile foundation steel reinforcement cage strengthens stirrup hydraulic elevation type operating board, it is characterised in that include that lifting supports platform
(1), track pad (2), hydraulic jack (5), powered wheel (9) and hydraulic oil pump (7), described lifting support platform (1) by
Support platform support (10) supports, and it is annular that lifting supports platform (1), which is provided with limited post (4), and described powered wheel (9) is pacified
Being contained in support platform support (10), described track pad (2) is provided with multiple track post (3) along excircle, track pad (2) is arranged on
Lifting supports in the middle of platform (1), is placed on powered wheel (9), described powered wheel (9) is welded with two rotary shafts
(11), rotary shaft (11) passes track pad (2), and described hydraulic jack (5) is fixed in support platform support (10), is positioned at lifting
Supporting platform (1) and support between platform support (10), hydraulic jack (5) connects hydraulic oil pump (7) by hydraulic oil pipe (6).
Bridge pile foundation steel reinforcement cage the most according to claim 1 strengthens stirrup hydraulic elevation type operating board, it is characterised in that institute
State limited post (4) and have 4, be 90 ° with center of circle angle between limited post (4) and be evenly arranged.
Bridge pile foundation steel reinforcement cage the most according to claim 1 strengthens stirrup hydraulic elevation type operating board, it is characterised in that institute
State hydraulic jack (5) and have 3, be 120 ° with center of circle angle and be evenly arranged.
Bridge pile foundation steel reinforcement cage the most according to claim 1 strengthens stirrup hydraulic elevation type operating board, it is characterised in that limit
Position post (4) leaves the right or normal track mark post (3) outer peripheral spacing, consistent with reinforcement stirrup (8) external diameter to be processed.
Bridge pile foundation steel reinforcement cage the most according to claim 1 strengthens stirrup hydraulic elevation type operating board, it is characterised in that institute
Stating track post (3) to be welded on track pad (2), track post (3) has 30～40.
Bridge pile foundation steel reinforcement cage the most according to claim 1 strengthens stirrup hydraulic elevation type operating board, it is characterised in that institute
State the sensor-type hydraulic jack that hydraulic jack (5) is 0.5t.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620755346.7U CN205763573U (en) | 2016-07-18 | 2016-07-18 | A kind of bridge pile foundation steel reinforcement cage strengthens stirrup hydraulic elevation type operating board |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620755346.7U CN205763573U (en) | 2016-07-18 | 2016-07-18 | A kind of bridge pile foundation steel reinforcement cage strengthens stirrup hydraulic elevation type operating board |
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| Publication Number | Publication Date |
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| CN205763573U true CN205763573U (en) | 2016-12-07 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201620755346.7U Active CN205763573U (en) | 2016-07-18 | 2016-07-18 | A kind of bridge pile foundation steel reinforcement cage strengthens stirrup hydraulic elevation type operating board |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110614421A (en) * | 2019-09-27 | 2019-12-27 | 安徽企路石工程技术开发有限公司 | Reinforcing bar cage winds muscle distribution mechanism for building |
-
2016
- 2016-07-18 CN CN201620755346.7U patent/CN205763573U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110614421A (en) * | 2019-09-27 | 2019-12-27 | 安徽企路石工程技术开发有限公司 | Reinforcing bar cage winds muscle distribution mechanism for building |
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