CN207130723U - A kind of adjustable drilled pile reinforcing cage decentralization construction platform device - Google Patents
A kind of adjustable drilled pile reinforcing cage decentralization construction platform device Download PDFInfo
- Publication number
- CN207130723U CN207130723U CN201720835471.3U CN201720835471U CN207130723U CN 207130723 U CN207130723 U CN 207130723U CN 201720835471 U CN201720835471 U CN 201720835471U CN 207130723 U CN207130723 U CN 207130723U
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- plate
- clamp
- upper mounting
- movable clamp
- mounting plate
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Abstract
The utility model discloses a kind of adjustable drilled pile reinforcing cage decentralization construction platform device, belong to bridge construction device field, including upper mounting plate plate, lower platform plate, supporting clapboard, movable clamp and clamp stopping means, upper mounting plate plate and the circular plate that lower platform plate is upper and lower interval overlapping, it is connected between upper mounting plate plate and lower platform plate by some groups of supporting clapboards, every group of supporting clapboard is made up of two pieces of supporting clapboards, and the passage for the activity of movable clamp is left between two pieces of supporting clapboards, the exposure of movable clamp both ends is in outside the passage, and can along upper mounting plate plate and lower platform plate radial direction in the passage it is movable back and forth, the clamp stopping means for limiting its scope of activities back and forth is additionally provided with movable clamp.The utility model quickly supports when realizing and transferred into hole steel reinforcement cage by movable clamp, and can realize multi-point support, effective to ensure steel reinforcement cage quality, safety in decentralization process.The device can be used for concrete placings platform simultaneously simultaneously, and constructing operation is convenient.
Description
Technical field
The utility model belongs to bridge construction device field, is applicable the construction such as drilled pile reinforcing cage decentralization, concrete placings.
Background technology
At present bridge foundation drilled pile due to do mechanization operation, steel reinforcement cage can concentrated processing, speed of application it is fast, technique into
It is ripe, during it is safe and reliable the features such as be widely adopted.Drilled pile multi-configuration steel reinforcement cage to improve pile bearing capacity and rigidity, with
Standardization, batch production are constantly promoted, and steel reinforcement cage generally makes in back court merogenesis, and transporting equipment transports to scene, scene and rises and reset
Standby lifting, in drilled pile aperture, merogenesis docking is integral.
Spreader beam generally is set in casing top opening when steel reinforcement cage merogenesis is installed, spreader beam, which penetrates, has installed steel reinforcement cage, the superiors one
Road is strengthened stirrup and is shelved on spreader beam, has installed steel reinforcement cage weight with support, has facilitated follow-up steel reinforcement cage section to install, steel reinforcement cage peace
Realized and fixed by hangs muscle after the completion of dress.
Hole steel reinforcement cage weight has been entered by spreader beam support in steel reinforcement cage decentralization process, has often saved and is both needed to when being put into hole under steel reinforcement cage
Spreader beam is penetrated, spreader beam is taken out after the completion of docking, low construction efficiency, is operated not convenient；Due to the elongated setting of spreader beam, no space is set
Multiple tracks spreader beam, cause steel reinforcement cage to strengthen stirrup single-point stress, require high to strengthening stirrup weldquality, safety is whard to control, deposits
Dropped hidden danger in steel reinforcement cage.
Utility model content
The purpose of this utility model is：A kind of adjustable drilled pile reinforcing cage decentralization construction platform device is proposed, should
Device quickly supports when realizing and transferred into hole steel reinforcement cage by movable clamp, and can realize multi-point support, effectively ensures steel
Muscle cage quality, safety in decentralization process.The device can be used for concrete placings platform simultaneously simultaneously, and constructing operation is convenient.
The purpose of this utility model is realized by following technical proposals：
A kind of adjustable drilled pile reinforcing cage decentralization construction platform device, including upper mounting plate plate, lower platform plate, support every
Plate, movable clamp and clamp stopping means, upper mounting plate plate and lower platform plate be upper and lower interval overlapping circular plate, upper mounting plate plate
It is connected between lower platform plate by some groups of supporting clapboards, every group of supporting clapboard is made up of two pieces of supporting clapboards, and two pieces
The passage for the activity of movable clamp is left between supporting clapboard, the exposure of movable clamp both ends, and can be along upper mounting plate in outside the passage
Plate and lower platform plate radial direction are movable back and forth in the passage, and the card for limiting its scope of activities back and forth is additionally provided with movable clamp
Plate stopping means.
Alternatively, each supporting clapboard along upper mounting plate plate and lower platform plate radial direction vertical supporting between the two.
Alternatively, each group supporting clapboard is uniformly distributed on upper mounting plate plate and lower platform plate circumference.
Alternatively, clamp stopping means is a horizontal stripe, and horizontal cross is fixed on movable clamp both ends.
The foregoing main scheme of the utility model and its each further selection scheme can be with independent assortments to form multiple schemes,
The scheme that can be used and be claimed for the utility model；And the utility model, (each non conflicting selection) selection between and
Can also independent assortment between other selections.Those skilled in the art are after the present invention program is understood according to prior art and public affairs
Know that general knowledge can understand there are multiple combinations, be the claimed technical scheme of the utility model, do not do exhaustion herein.
Workflow of the present utility model：
The generally hollow circular configuration of new device, is enclosed on construction stake position position, and inflated diameter is more than casing diameter.It is lower flat
Platen is seated in the ground of leveling；Upper mounting plate plate docks construction operation platform as worker's steel reinforcement cage；Supporting clapboard is welded to connect
Upper and lower landing slab, and position-limiting action is risen to movable clamp；Multigroup movable clamp among upper and lower landing slab can be along stake diameter ray
Direction activity, and clamp stopping means is set, the limitation of carry out activity clamp zone of action.
Device is enclosed on by aperture and centering by crane after drilled pile pore-forming, now movable clamp inner side is outside casing
Portion.First segment steel reinforcement cage is lifted using crane gear and transferred to drilling stake holes.When the circle of first segment steel reinforcement cage top one adds
When strong stirrup height flushes with the apparatus platform top surface, multigroup movable clamp is stretched into steel reinforcement cage, and top layer is strengthened stirrup and is shelved on
Active card plate top surface, to support the first segment steel reinforcement cage weight into hole.Now hanging device is off-loadable, continues the section steel of lifting second
Muscle cage section is docked with entering the first segment steel reinforcement cage in hole, and after the completion of docking, contract casing scope on the inside of movable clamp, first segment with
Second section steel reinforcement cage is integrally transferred.Reinforcement stirrup height is enclosed when the second section steel reinforcement cage top one to flush with the apparatus platform top surface
When, movable clamp is stretched into steel reinforcement cage again, and steel reinforcement cage is supported on clamp, then can carry out Section of three reinforcing bar cage hoisting,
Docking, repeats the above steps, until all section steel reinforcement cages all enter hole.
The beneficial effects of the utility model：The device is assembled reusable edible structure, and rational clamp length can be set
Degree realizes the adaptability to different direct drilled piles.The safe efficient decentralization of steel reinforcement cage, the activity can be realized by using the device
Formula clamp quickly supports when realizing and being transferred into hole steel reinforcement cage, and can realize multi-point support, effective to ensure that steel reinforcement cage is let off under
Quality, safety in journey.The device can be used for concrete placings platform simultaneously simultaneously, and constructing operation is convenient.
Brief description of the drawings
Fig. 1 is the facade arrangement schematic diagram of the utility model embodiment；
Fig. 2 is Fig. 1 A-A diagrammatic cross-sections；
Fig. 3 is the dimensional structure diagram of the use state of the utility model embodiment；
Fig. 4 is the internal structure schematic diagram after Fig. 3 is split；
In figure, 1 is upper mounting plate plate, and 2 be lower platform plate, and 3 be supporting clapboard, and 4 be movable clamp, and 5 be clamp stopping means,
6 be steel pile casting, and 7 be steel reinforcement cage, and 71 is strengthen stirrup, and 72 be cage bar.
Embodiment
The utility model is further described with reference to specific embodiments and the drawings.
Referring to figs. 1 to shown in 4, a kind of adjustable drilled pile reinforcing cage transfers construction platform device, including upper mounting plate plate
1st, lower platform plate 2, supporting clapboard 3, movable clamp 4 and clamp stopping means 5, upper mounting plate plate 1 and lower platform plate 2 between the upper and lower every
Overlapping circular plate, it is connected (the present embodiment accompanying drawing by some groups of supporting clapboards 3 between upper mounting plate plate 1 and lower platform plate 2
In be 7 groups of supporting clapboards 3), every group of supporting clapboard 3 is made up of two pieces of supporting clapboards 3, and leaves confession between two pieces of supporting clapboards 3
The passage of the activity of movable clamp 4, the movable both ends exposure of clamp 4, and can be along upper mounting plate plates 1 and the footpath of lower platform plate 2 in outside the passage
To direction in the passage it is movable back and forth, the clamp stopping means 5 for limiting its scope of activities back and forth is additionally provided with movable clamp 4.
Alternatively, as shown in the present embodiment accompanying drawing, each supporting clapboard 3 is along upper mounting plate plate 1 and the radial direction vertical supporting of lower platform plate 2
In between the two.Each group supporting clapboard 3 is uniformly distributed on upper mounting plate plate 1 and the circumference of lower platform plate 2.Clamp stopping means 5 is
One horizontal stripe, horizontal cross are fixed on the movable both ends of clamp 4.
The generally hollow circular configuration of new device, is enclosed on construction stake position position, and inflated diameter is more than the diameter of steel pile casting 6.
Lower platform plate 2 is seated in the ground of leveling；Upper mounting plate plate 1 docks construction operation platform as worker's steel reinforcement cage 7；Supporting clapboard 3
It is welded to connect landing slab 1,2, and position-limiting action is risen to movable clamp 4 up and down；Multigroup movable clamp among upper and lower landing slab 1,2
4 can be along stake diameter directions of rays activity, and sets clamp stopping means 5, the limitation of the zone of action of carry out activity clamp 4.
Device is enclosed on by the aperture of steel pile casting 6 and centering by crane after drilled pile pore-forming, now the movable inner side of clamp 4
Outside steel pile casting 6.Using crane gear lifting first segment steel reinforcement cage 7 and transfer to drilling stake holes.When first segment steel reinforcement cage 7
When the circle reinforcement of top one height of stirrup 71 flushes with the apparatus platform top surface, multigroup movable clamp 4 is stretched into steel reinforcement cage 7, top
Layer strengthens stirrup 71 and is shelved on the movable top surface of clamp 4, to support the weight of first segment steel reinforcement cage 7 into hole.Now hanging device can
Unloading, continue the section of lifting second section of steel reinforcement cage 7 and docked with entering the first segment steel reinforcement cage 7 in hole, after the completion of docking, movable clamp 4
Contract the scope of steel pile casting 6 for inner side, the 7 overall decentralization of first segment and the second section steel reinforcement cage.When the second section steel reinforcement cage 7 circle of top one adds
When the strong height of stirrup 71 flushes with the apparatus platform top surface, movable clamp 4 is stretched into steel reinforcement cage 7 again, and steel reinforcement cage 7 is supported on
On movable clamp 4, it then can carry out Section of three steel reinforcement cage 7 and lift, dock, repeat the above steps, until all section steel reinforcement cages 7
All enter hole.
Preferred embodiment of the present utility model is the foregoing is only, it is all at this not to limit the utility model
All any modification, equivalent and improvement made within the spirit and principle of utility model etc., should be included in the utility model
Protection domain within.
Claims (4)
- A kind of 1. adjustable drilled pile reinforcing cage decentralization construction platform device, it is characterised in that：Including upper mounting plate plate, lower platform Plate, supporting clapboard, movable clamp and clamp stopping means, upper mounting plate plate and lower platform plate are put down for the annulus of upper and lower interval overlapping Plate, it is connected between upper mounting plate plate and lower platform plate by some groups of supporting clapboards, every group of supporting clapboard is by two pieces of supporting clapboards Composition, and the passage for the activity of movable clamp is left between two pieces of supporting clapboards, the exposure of movable clamp both ends in outside the passage, and Can along upper mounting plate plate and lower platform plate radial direction in the passage it is movable back and forth, be additionally provided with movable clamp and limit it and live back and forth The clamp stopping means of dynamic scope.
- 2. adjustable drilled pile reinforcing cage decentralization construction platform device as claimed in claim 1, it is characterised in that：Each support Dividing plate is along upper mounting plate plate and lower platform plate radial direction vertical supporting between the two.
- 3. adjustable drilled pile reinforcing cage decentralization construction platform device as claimed in claim 1, it is characterised in that：Each group branch Support dividing plate is uniformly distributed on upper mounting plate plate and lower platform plate circumference.
- 4. adjustable drilled pile reinforcing cage decentralization construction platform device as claimed in claim 1, it is characterised in that：Clamp limits Position device is a horizontal stripe, and horizontal cross is fixed on movable clamp both ends.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720835471.3U CN207130723U (en) | 2017-07-11 | 2017-07-11 | A kind of adjustable drilled pile reinforcing cage decentralization construction platform device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720835471.3U CN207130723U (en) | 2017-07-11 | 2017-07-11 | A kind of adjustable drilled pile reinforcing cage decentralization construction platform device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207130723U true CN207130723U (en) | 2018-03-23 |
Family
ID=61633962
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720835471.3U Expired - Fee Related CN207130723U (en) | 2017-07-11 | 2017-07-11 | A kind of adjustable drilled pile reinforcing cage decentralization construction platform device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207130723U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108797597A (en) * | 2018-06-27 | 2018-11-13 | 中铁二局集团有限公司 | A kind of steel reinforcement cage mounting platform and its application method |
| CN108978644A (en) * | 2018-07-28 | 2018-12-11 | 江苏地基工程有限公司 | Energy saving and environment friendly bored pile construction method |
| CN109235442A (en) * | 2018-10-17 | 2019-01-18 | 中铁六局集团广州工程有限公司 | A kind of Pile Installation Platform and pile base construction method |
| CN109322300A (en) * | 2018-11-23 | 2019-02-12 | 中铁六局集团有限公司 | A kind of major diameter device for casting and major diameter method for filling |
| CN110092290A (en) * | 2019-05-10 | 2019-08-06 | 西南石油大学 | A kind of steel reinforcement cage pay-off method of recyclable hangs muscle |
| CN110616640A (en) * | 2019-09-30 | 2019-12-27 | 中铁大桥局集团有限公司 | Positioning and lowering device for reinforcement cage and construction method of positioning and lowering device |
| CN112281805A (en) * | 2020-11-24 | 2021-01-29 | 中铁三局集团建筑安装工程有限公司 | Deep collapsible loess comprehensive treatment structure and construction method |
| CN114457789A (en) * | 2022-03-04 | 2022-05-10 | 中庆建设有限责任公司 | Bored pile steel reinforcement cage mounting platform |
-
2017
- 2017-07-11 CN CN201720835471.3U patent/CN207130723U/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108797597A (en) * | 2018-06-27 | 2018-11-13 | 中铁二局集团有限公司 | A kind of steel reinforcement cage mounting platform and its application method |
| CN108978644A (en) * | 2018-07-28 | 2018-12-11 | 江苏地基工程有限公司 | Energy saving and environment friendly bored pile construction method |
| CN108978644B (en) * | 2018-07-28 | 2020-09-29 | 江苏地基工程有限公司 | Energy-saving and environment-friendly construction method for cast-in-situ bored pile |
| CN109235442A (en) * | 2018-10-17 | 2019-01-18 | 中铁六局集团广州工程有限公司 | A kind of Pile Installation Platform and pile base construction method |
| CN109322300A (en) * | 2018-11-23 | 2019-02-12 | 中铁六局集团有限公司 | A kind of major diameter device for casting and major diameter method for filling |
| CN110092290A (en) * | 2019-05-10 | 2019-08-06 | 西南石油大学 | A kind of steel reinforcement cage pay-off method of recyclable hangs muscle |
| CN110092290B (en) * | 2019-05-10 | 2020-05-08 | 西南石油大学 | Reinforcement cage lowering method capable of recycling hanging bars |
| CN110616640A (en) * | 2019-09-30 | 2019-12-27 | 中铁大桥局集团有限公司 | Positioning and lowering device for reinforcement cage and construction method of positioning and lowering device |
| CN110616640B (en) * | 2019-09-30 | 2024-07-09 | 中铁大桥局集团有限公司 | Positioning and lowering device for reinforcement cage and construction method thereof |
| CN112281805A (en) * | 2020-11-24 | 2021-01-29 | 中铁三局集团建筑安装工程有限公司 | Deep collapsible loess comprehensive treatment structure and construction method |
| CN114457789A (en) * | 2022-03-04 | 2022-05-10 | 中庆建设有限责任公司 | Bored pile steel reinforcement cage mounting platform |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20180323 Termination date: 20210711 |