CN114277784A - Concrete filling pile assembling and moving platform - Google Patents
Concrete filling pile assembling and moving platform Download PDFInfo
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- CN114277784A CN114277784A CN202210050878.0A CN202210050878A CN114277784A CN 114277784 A CN114277784 A CN 114277784A CN 202210050878 A CN202210050878 A CN 202210050878A CN 114277784 A CN114277784 A CN 114277784A
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Abstract
The invention relates to the technical field of building devices, in particular to a concrete filling pile assembling mobile platform. This bored concrete pile equipment moving platform, including the sleeve pipe, the platform frame, the bracing piece, the couple, rail and locking mechanism, sheathed tube internal diameter cooperatees with the external diameter of stake pipe, sheathed tube outer wall is connected with the platform frame, be connected with a plurality of bracing pieces between the outer fringe of terminal surface and the sleeve pipe under the platform frame, strengthen the structure steadiness between platform frame and the sleeve pipe through the bracing piece, the outer fringe of platform frame up end is provided with the rail, be connected with a plurality of couples on the sheathed tube outer wall, the couple articulates the last edge at the stake pipe, locking mechanism sets up on the sleeve pipe and with sleeve pipe and stake pipe locking. The invention does not need to cut off the pile pipe or add the pile pipe, can be used no matter how long the pile pipe extends out of the ground, and has strong safety because workers stand on the pile pipe to perform the related operation of pile concrete pouring.
Description
Technical Field
The invention relates to the technical field of building devices, in particular to a concrete filling pile assembling mobile platform.
Background
When carrying out concrete pile filling on the building site, the construction principle is operated subaerial, but because the stratum condition is different, the rock stratum height fluctuation is different, lead to the pile pipe to expose the difference in height subaerial, pile pipe exposes height 1-3m subaerial under the general condition, this operating personnel's operation is inconvenient when having just led to concrete pile filling, for this technical problem of ending, current solution is to cut the pile pipe that exposes subaerial overlength, because the pile pipe is mostly the scale pipe of purchase, the pile pipe that is cut off can cause the short according to the stratum condition when using next time, this just need take over again, the operation is inconvenient. Therefore, how to provide an auxiliary device for pile concrete pouring, the pile pipe does not need to be cut off or spliced, the auxiliary device can be used no matter how long the length of the pile pipe extending out of the ground is, workers stand on the auxiliary device for pile concrete pouring, and the safety is high.
Disclosure of Invention
The invention aims to provide a concrete filling pile assembling mobile platform, which overcomes the defects of the prior art, can be used regardless of the length of the pile pipe extending out of the ground without cutting the pile pipe or additionally connecting the pile pipe, and has strong safety when workers stand on the platform to perform related operations of filling pile concrete.
The technical scheme adopted by the invention for solving the technical problems is as follows:
a kind of concrete bored pile assembles the moving platform, including quill, platform frame, brace rod, hook, rail and locking mechanism, the inside diameter of the said quill cooperates with external diameter of the pile pipe, the sheathed tube outer wall connects with the platform frame, connect with several brace rods between outer fringe and quill of the lower end of the platform frame, strengthen the structural stability between the platform frame and quill through the brace rod, the outer fringe of the upper end of the platform frame has rails, connect with several hooks on the sheathed tube outer wall, the hook is hung and connected to the upper edge of the pile pipe, the locking mechanism is set up on quill and locked sleeve pipe and pile pipe;
before filling pile concrete into the pile pipe, a platform for filling the pile concrete is installed on the outer wall of the pile pipe in a mode that the platform for filling the pile concrete is lifted, a sleeve is sleeved on the upper end of the outer wall of the pile pipe, a hook is hung on the upper edge of the pile pipe, the platform for filling the pile concrete is connected with a loading roller, an operator stands on a platform frame, the pile pipe and the sleeve are locked through a locking mechanism, and then the work of filling the pile concrete can be started.
Further, locking mechanism includes connecting plate, retaining member and nut, on the lower extreme of connecting plate was fixed in the sheathed tube outer wall, the round hole had been seted up to the upper end of connecting plate, and the round hole is located the top of stake pipe, and the retaining member includes the screw rod and sets up perpendicularly in the limiting plate of screw rod front end, and the limiting plate is contradicted on the inner wall of stake pipe, and the screw rod is followed the round hole and is stretched out the back and is passed through the nut locking, tightly contradicts the limiting plate on the inner wall of stake pipe through the locking of nut, plays the effect of locking sleeve pipe and stake pipe.
Furthermore, the locking mechanism can also adopt another structure form, namely: the pile pipe connecting structure comprises a connecting plate, a locking part and a spring, wherein the lower end of the connecting plate is fixed on the outer wall of a sleeve, the upper end of the connecting plate is provided with an opening, the opening is positioned above a pile pipe, the locking part comprises an inner plate, an outer plate and a connecting rod for connecting the inner plate and the outer plate, the spring is arranged on the side surface of the outer plate, the inner plate is abutted against the inner wall of the pile pipe, the connecting rod penetrates out of the opening, and the spring is abutted against the outer wall of the connecting plate or the sleeve and is in a compressed state; the spring is in a compression state, so that thrust exists on the outer plate of the locking piece, the outer plate pulls the inner plate outwards through the connecting rod, the inner plate tightly abuts against the inner wall of the pile pipe, and the effect of locking the sleeve pipe and the pile pipe is achieved.
Further, locking mechanism is circular array along sheathed tube circumference and arranges and be provided with a plurality ofly, the bracing piece is arranged along circular array and is provided with a plurality ofly, the couple is arranged along circular array and is provided with a plurality ofly, improves pile pipe and the stability of bushing and the stability before platform frame and the sleeve pipe.
Further, the platform frame is a circular or rectangular frame body formed by connecting a plurality of rod bodies, plates are laid on the upper end face of the platform frame, the supporting rods and the fence can be of welded fixing structures or assembled structures, and the assembled structures are more favorable for transportation.
Furthermore, an opening is formed in the fence; and a fence door is arranged on the opening.
Further, the diameter of the opening of the platform frame is smaller than the outer diameter of the pile pipe, and the platform frame is supported on the upper end face of the pile pipe. The lower end face of the platform frame is fixedly connected with the top end of the sleeve, and the arrangement mode does not need to be provided with a hook and a locking mechanism.
The invention has the beneficial effects that: compared with the prior art, the mobile platform for assembling the cast-in-place concrete pile has the following advantages: before filling pile concrete into a pile pipe, a platform for filling the pile concrete is installed on the outer wall of the pile pipe, the platform for filling the pile concrete is lifted, a sleeve is sleeved on the upper end of the outer wall of the pile pipe, a hook is hung on the upper edge of the pile pipe, the platform for filling the pile concrete is connected with a loading roller, an operator stands on a platform frame, and the pile pipe and the sleeve are locked through a locking mechanism, so that the work of filling the pile concrete can be started; the pile pipe does not need to be cut off or spliced, the pile pipe can be used no matter how long the length of the pile pipe extending out of the ground is, workers stand on the pile pipe to perform related operation of pile concrete pouring, and the safety is high.
Drawings
FIG. 1 is a schematic structural view of an embodiment 1 of the present invention in use;
FIG. 2 is a schematic view of the overall structure of embodiment 1 of the present invention;
FIG. 3 is a schematic view of another embodiment 1 of the present invention;
FIG. 4 is a schematic structural view of embodiment 2 of the present invention in use;
FIG. 5 is a schematic view of the overall structure of embodiment 2 of the present invention;
FIG. 6 is a schematic view of the overall structure of embodiment 3 of the present invention;
the device comprises a sleeve pipe 1, a platform frame 2, a support rod 3, a hook 4, a fence 5, a locking mechanism 6, a connecting plate 601, a nut 602, a screw 603, a limiting plate 604, a spring 605, an inner plate 606, an outer plate 607, a connecting rod 608 and a pile pipe 7.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention.
Example 1
In the embodiment shown in fig. 1-3, a concrete cast-in-place pile assembling moving platform comprises a sleeve 1, a platform frame 2, support rods 3, hooks 4, a fence 5 and a locking mechanism 6, wherein the inner diameter of the sleeve 1 is matched with the outer diameter of a pile pipe 7, the outer wall of the sleeve 1 is connected with the platform frame 2, a plurality of support rods 3 are connected between the outer edge of the lower end face of the platform frame 2 and the sleeve 1, the structural stability between the platform frame 2 and the sleeve 1 is enhanced through the support rods 3, the fence 5 is arranged on the outer edge of the upper end face of the platform frame 2, the hooks 4 are connected on the outer wall of the sleeve 1, the hooks 4 are hung on the upper edge of the pile pipe 7, and the locking mechanism 6 is arranged on the sleeve 1 and locks the sleeve 1 and the pile pipe 7;
before filling pile concrete into the pile pipe 7, a platform for filling the pile concrete is installed on the outer wall of the pile pipe 7 in the mode that the platform for filling the pile concrete is lifted, the sleeve 1 is sleeved with the upper end of the outer wall of the pile pipe 7, the hook 4 is hung on the upper edge of the pile pipe 7, the platform for filling the pile concrete is connected with the loading roller, an operator stands on the platform frame 2, the pile pipe 7 and the sleeve 1 are locked through the locking mechanism 6, and then the work of filling the pile concrete can be started.
In this embodiment, locking mechanism 6 includes connecting plate 601, retaining member and nut 602, on the lower extreme of connecting plate 601 was fixed in sleeve pipe 1's outer wall, the round hole has been seted up to the upper end of connecting plate 601, the round hole is located pile tube 7's top, the retaining member includes screw rod 603 and sets up perpendicularly in the limiting plate 604 of screw rod 603 front end, limiting plate 604 conflicts on pile tube 7's inner wall, screw rod 603 stretches out the back from the round hole and locks through nut 602, the locking through nut 602 tightly conflicts limiting plate 604 on pile tube 7's inner wall, play the effect of locking sleeve pipe 1 and pile tube 7.
In this embodiment, locking mechanism 6 is circular array along sleeve pipe 1's circumference and arranges and be provided with a plurality ofly, bracing piece 3 is arranged along circular array and is provided with a plurality ofly, couple 4 is arranged along circular array and is provided with a plurality ofly, improves the stability that stake pipe 7 and sleeve pipe 1 are connected and the stability before platform frame 2 and sleeve pipe 1.
In this embodiment, platform frame 2 is the circular support body of connecting the formation by a plurality of body of rod, and panel has been laid to platform frame 2's up end, and platform frame 2, bracing piece 3, rail 5 can be welded fastening also can be assembled structure, and assembled structure more is favorable to the transportation.
In this embodiment, the enclosure 5 is provided with an opening; and a fence door is arranged on the opening.
Example 2
This example is substantially the same as example 1, except that: as shown in fig. 4 and 5, the platform frame 2 is a circular or rectangular frame body formed by connecting a plurality of rod bodies; the locking mechanism 6 comprises a connecting plate 601, a locking piece and a spring 605, the lower end of the connecting plate 601 is fixed on the outer wall of the sleeve 1, the upper end of the connecting plate 601 is provided with an opening which is positioned above the pile tube 7, the locking piece comprises an inner plate 606, an outer plate 607 and a connecting rod 608 for connecting the inner plate 606 and the outer plate 607, the spring 605 is arranged on the side surface of the outer plate 607, the inner plate 606 is abutted against the inner wall of the pile tube 7, the connecting rod 608 penetrates out of the opening, and the spring 605 is abutted against the outer wall of the connecting plate 601 and is in a compressed state; the spring 605 is in a compressed state, so that a pushing force exists on the outer plate 607 of the locking piece, the outer plate 607 pulls the inner plate 606 outwards through the connecting rod 608, the inner plate 606 is tightly abutted to the inner wall of the pile pipe 7, and the effect of locking the sleeve 1 and the pile pipe 7 is achieved.
Example 3
As shown in fig. 6, a bored concrete pile equipment moving platform, including sleeve pipe 1, platform frame 2, bracing piece 3 and rail 5, sleeve pipe 1's internal diameter cooperatees with pile pipe 7's external diameter, and sleeve pipe 7's outer wall connection has platform frame 2, offers the trompil coaxial with pile pipe 7 on the platform frame 2, is connected with a plurality of bracing pieces 3 between the outer fringe of terminal surface and the sleeve pipe 1 under the platform frame 2, and the outer fringe of platform frame 2 up end is provided with rail 5, the diameter of the trompil of platform frame 2 is less than pile pipe 7's external diameter, and the platform frame supports at pile pipe 7's up end.
The platform frame 2 is a circular or rectangular frame body formed by connecting a plurality of rod bodies, and a plate is laid on the upper end face of the platform frame 2.
The fence 5 is provided with an opening; and a fence door is arranged on the opening.
The support rods 3 are arranged in a plurality along a circular array.
The above embodiments are only specific examples of the present invention, and the protection scope of the present invention includes but is not limited to the product forms and styles of the above embodiments, and any suitable changes or modifications made by those skilled in the art according to the claims of the present invention shall fall within the protection scope of the present invention.
Claims (10)
1. The utility model provides a bored concrete pile equipment moving platform which characterized in that: including sleeve pipe, platform frame, bracing piece and rail, the sheathed tube internal diameter cooperatees with the external diameter of stake pipe, and sheathed tube outer wall connection has the platform frame, offers the trompil coaxial with stake pipe on the platform frame, is connected with a plurality of bracing pieces between the outer fringe of terminal surface and the sleeve pipe under the platform frame, and the outer fringe of platform frame up end is provided with the rail, spacing connection between platform frame and the stake pipe.
2. The concrete cast-in-place pile assembling mobile platform of claim 1, wherein: the pile pipe pile further comprises a hook, wherein the outer wall of the sleeve is connected with a plurality of hooks, and the hooks are hung on the upper edge of the pile pipe.
3. The concrete cast-in-place pile assembling mobile platform of claim 2, wherein: and the locking mechanism is used for locking the sleeve on the pile pipe.
4. The concrete cast-in-place pile assembling mobile platform of claim 3, wherein: locking mechanism includes connecting plate, retaining member and nut, on the lower extreme of connecting plate was fixed in the sheathed tube outer wall, the round hole had been seted up to the upper end of connecting plate, and the round hole is located the top of stake pipe, and the retaining member includes the screw rod and sets up perpendicularly in the limiting plate of screw rod front end, and the limiting plate is contradicted on the inner wall of stake pipe, and the screw rod is followed the round hole and is stretched out the back and is passed through nut locking.
5. The concrete cast-in-place pile assembling mobile platform of claim 3, wherein: locking mechanism includes connecting plate, retaining member and spring, on the lower extreme of connecting plate was fixed in the sheathed tube outer wall, the trompil had been seted up to the upper end of connecting plate, and the trompil is located the top of stake pipe, and the retaining member includes inner panel, planking and is used for connecting the connecting rod of inner panel and planking, is provided with the spring on the side of planking, and the inner panel is contradicted on the inner wall of stake pipe, and the connecting rod is worn out from the trompil, and the spring is contradicted and is in the state of compressed on connecting plate or sheathed tube outer wall.
6. The concrete cast-in-place pile assembling mobile platform according to any one of claims 3 to 5, wherein: the locking mechanism is arranged in a circular array along the circumference of the sleeve.
7. The concrete cast-in-place pile assembling mobile platform of claim 6, wherein: the platform frame is a circular or rectangular frame body formed by connecting a plurality of rod bodies, and a plate is laid on the upper end face of the platform frame.
8. The concrete cast-in-place pile assembling mobile platform of claim 6, wherein: the fence is provided with an opening; and a fence door is arranged on the opening.
9. The concrete cast-in-place pile assembling mobile platform according to claim 1 or 2, wherein: a plurality of support rods are arranged along a circular array; the pothooks are arranged in a plurality along the circular array.
10. The concrete cast-in-place pile assembling mobile platform of claim 1, wherein: the diameter of the opening of the platform frame is smaller than the outer diameter of the pile pipe, and the platform frame is supported on the upper end face of the pile pipe.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN202210050878.0A CN114277784A (en) | 2022-01-17 | 2022-01-17 | Concrete filling pile assembling and moving platform |
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CN202210050878.0A CN114277784A (en) | 2022-01-17 | 2022-01-17 | Concrete filling pile assembling and moving platform |
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CN202210050878.0A Pending CN114277784A (en) | 2022-01-17 | 2022-01-17 | Concrete filling pile assembling and moving platform |
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Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN201746845U (en) * | 2010-04-02 | 2011-02-16 | 中国海洋石油总公司 | Pile foundation type foundation structure applicable to ocean engineering |
CN206591443U (en) * | 2017-02-28 | 2017-10-27 | 中国一冶集团有限公司 | Pier stud vertical stratification integrative protection template |
WO2018000409A1 (en) * | 2016-07-01 | 2018-01-04 | 中交第二航务工程局有限公司 | Pile top-supported walking type moving pile-driving platform |
CN208933830U (en) * | 2018-08-02 | 2019-06-04 | 成都交投建筑工业化有限公司 | A kind of operating platform poured for concrete pier |
CN210341645U (en) * | 2019-01-23 | 2020-04-17 | 广东腾盛模架科技有限公司 | Safe operation annular construction platform convenient to accomodate |
CN212866016U (en) * | 2020-07-14 | 2021-04-02 | 中交第一航务工程局有限公司 | Leveling structure suitable for offshore wind power pile foundation construction platform |
CN214497487U (en) * | 2021-01-06 | 2021-10-26 | 中铁十一局集团有限公司 | Working platform for pile foundation filling construction |
-
2022
- 2022-01-17 CN CN202210050878.0A patent/CN114277784A/en active Pending
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN201746845U (en) * | 2010-04-02 | 2011-02-16 | 中国海洋石油总公司 | Pile foundation type foundation structure applicable to ocean engineering |
WO2018000409A1 (en) * | 2016-07-01 | 2018-01-04 | 中交第二航务工程局有限公司 | Pile top-supported walking type moving pile-driving platform |
CN206591443U (en) * | 2017-02-28 | 2017-10-27 | 中国一冶集团有限公司 | Pier stud vertical stratification integrative protection template |
CN208933830U (en) * | 2018-08-02 | 2019-06-04 | 成都交投建筑工业化有限公司 | A kind of operating platform poured for concrete pier |
CN210341645U (en) * | 2019-01-23 | 2020-04-17 | 广东腾盛模架科技有限公司 | Safe operation annular construction platform convenient to accomodate |
CN212866016U (en) * | 2020-07-14 | 2021-04-02 | 中交第一航务工程局有限公司 | Leveling structure suitable for offshore wind power pile foundation construction platform |
CN214497487U (en) * | 2021-01-06 | 2021-10-26 | 中铁十一局集团有限公司 | Working platform for pile foundation filling construction |
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Application publication date: 20220405 |
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