CN105401581B - Reinforcement cage hanging device and reinforcement cage splicing method - Google Patents
Reinforcement cage hanging device and reinforcement cage splicing method Download PDFInfo
- Publication number
- CN105401581B CN105401581B CN201510993696.7A CN201510993696A CN105401581B CN 105401581 B CN105401581 B CN 105401581B CN 201510993696 A CN201510993696 A CN 201510993696A CN 105401581 B CN105401581 B CN 105401581B
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- reinforcement cage
- steel reinforcement
- platform
- mouth
- spliced
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D15/00—Handling building or like materials for hydraulic engineering or foundations
- E02D15/08—Sinking workpieces into water or soil inasmuch as not provided for elsewhere
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- Piles And Underground Anchors (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a reinforcement cage hanging device and a reinforcement cage splicing method, and belongs to the technical field of pile foundations. According to the main technical scheme, the reinforcement cage hanging device comprises a support structure and a platform, wherein the platform is arranged on the support structure; and at least one hanging structure is arranged on the platform, so that segments of the reinforcement cage are vertically hung. When the segments of the reinforcement cage are spliced, the upper end of the segment of the reinforcement cage hung by the hanging structure is spliced with the lower end of the reinforcement cage hoisted by hoisting equipment by virtue of the platform. The invention mainly aims at providing a device and a method bringing convenience to hanging and splicing of the reinforcement cage during bored cast-in-place pile construction, so that the construction efficiency of the bored cast-in-place pile is effectively improved, and influence to surrounding traffic is reduced.
Description
Technical field
The present invention relates to pile foundation technical field, more particularly to a kind of steel reinforcement cage hanging device and steel reinforcement cage joining method.
Background technology
With the propulsion of urbanization process, the Large scale construction of Urban Bridge road, not only need in more developed regions
Improve Urban Bridge efficiency of construction, in addition it is also necessary to by the impact control of Urban Bridge Construction on Environment and traffic to minimum.
Urban elevated bridge bored pile construction process is mainly：Stake is formed in foundation soil by machine drilling means
Hole, then places steel reinforcement cage, last concrete perfusion in stake holes.Wherein, in above-mentioned bored pile construction process
In, before steel reinforcement cage is placed in stake holes, the borehole filling pile cage of reinforcement sections for typically completing colligation is straight for prior art
Connect stacking at the construction field (site)；After treating that stake holes is formed, steel reinforcement cage is integrally transferred using the operating type of " splicing in decentralization "
To in stake holes, specifically, by single-unit drilling steel reinforcement cage transfer one by one, and single-unit drilling steel reinforcement cage transfer while, need by
The steel reinforcement cage sections transferred afterwards is attached above stake mouth with the steel reinforcement cage sections of front decentralization.
The inventors found that at least there are the following problems for above-mentioned prior art：On the one hand, in drill-pouring
During pile driving construction, some steel reinforcement cage sections are attached into operation above stake holes mouth, this need to take a long time, cause drilling to fill
Note pile driving construction is less efficient, increased the Occupation time to traffic space and overall duration.
The content of the invention
In view of this, the embodiment of the present invention provides a kind of steel reinforcement cage hanging device and steel reinforcement cage joining method, main purpose
It is steel reinforcement cage sections is vertically hung up, and coordinates crane gear to splice steel reinforcement cage sections, shortens cast-in-situ bored pile
Construction period, improve the efficiency of construction of cast-in-situ bored pile.
To reach above-mentioned purpose, present invention generally provides following technical scheme：
On the one hand, a kind of steel reinforcement cage hanging device is embodiments provided, including：
Supporting construction；
Platform, the platform are placed in the supporting construction；At least one suspended structure is provided with the platform, is used
Vertically hang up in steel reinforcement cage sections is made；
Wherein, when splicing to steel reinforcement cage sections, by the steel on the platform hanging up the suspended structure
Spliced the steel reinforcement cage lower end that muscle cage segments upper side is lifted by crane with crane gear.
Preferably, at least one is provided with the platform hang up mouth, wherein, it is respectively provided with hanging up mouth described in each
Suspended structure is stated, for hanging the upper end of steel reinforcement cage sections.
Preferably, the platform includes：
Platform body, is provided with least one on the platform body and hangs up mouth, is provided with hanging up mouth described in each
The suspended structure；
Hanging rack, the hanging rack include the rod fixed with platform body and stretch out from the platform body, its
In, the suspension mouth of an open setting is formed between two rods of arbitrary neighborhood, is all provided with each described suspension mouth
The suspended structure is equipped with, for hanging the upper end of steel reinforcement cage sections.
Preferably, it is described hang up mouth be shaped as criss-cross, long trellis and circle any one.
Preferably, described at least one hang up the splicing mouth that mouth is arranged for splicing splice bar cage sections.
Preferably, when the platform includes platform body and hanging rack, the splicing mouth is arranged on the platform body
On, and splice the open setting that mouth is located at the platform body outer rim, institute is entered in order to steel reinforcement cage sections to be spliced
State in splicing mouth.
Preferably, operating board is provided with the platform, the operating board is arranged near the splicing mouth, for making operation
Personnel or operation equipment are located on the operating board carries out concatenation to splicing the steel reinforcement cage sections to be spliced hung in mouth.
Preferably, the suspended structure is to be provided with the Current Collector Sleave being arranged on platform, and the Current Collector Sleave for hanging
Connect the hook of steel reinforcement cage sections.
Preferably, the supporting construction includes：
Base,
Bracing frame, one end of support frame as described above are fixed on the base, and the other end is connected with the platform, for supporting
Platform.
On the other hand, the embodiment of the present invention also provides a kind of steel reinforcement cage joining method, is hung using above-described steel reinforcement cage
Putting device coordinates crane gear to splice steel reinforcement cage sections, comprises the steps：
Steel reinforcement cage sections to be spliced is vertically hung up on platform using the first crane gear；
Using the second crane gear by the top of reinforcement cage hoisting to the steel reinforcement cage sections to be spliced；Wherein, second
The steel that the steel reinforcement cage lifted by crane by crane gear includes a steel reinforcement cage sections or is spliced by plural steel reinforcement cage sections
Muscle cage；
By the operator or operation equipment reinforcing bar lifted by crane by steel reinforcement cage segments upper side to be spliced and the second crane gear
Spliced cage lower end.
Compared with prior art, the embodiment of the present invention is proposed a kind of steel reinforcement cage hanging device and steel reinforcement cage joining method,
At least have the advantages that：
Steel reinforcement cage hanging device provided in an embodiment of the present invention is by being provided on the platform that supported in supporting construction
Vertically hang up the suspended structure of steel reinforcement cage sections, on the one hand can realize the construction early stage in cast-in-situ bored pile (during drilling or drilling
Before) can just coordinate crane gear to splice steel reinforcement cage, make relative to the steel reinforcement cage of " splicing in decentralization " of the prior art
Industry mode, substantially reduces the construction period of cast-in-situ bored pile, is effectively improved the efficiency of construction of cast-in-situ bored pile.The opposing party
Face, when the suspended structure on platform is multiple, can be stored in many steel reinforcement cage sections on platform, which reduce construction
Scene takes up room and the impact to periphery traffic.
Further, steel reinforcement cage hanging device provided in an embodiment of the present invention is by being provided with for vertically extension on platform
Put steel reinforcement cage sections hangs up mouth, on the one hand, one of those hangs up mouth as splicing mouth, coordinates crane gear to steel reinforcement cage section
Duan Jinhang splices, and on the other hand remaining hangs up mouth and is mainly used in depositing steel reinforcement cage sections, further reduces construction existing
Field takes up room and the impact to periphery traffic.
Further, steel reinforcement cage hanging device provided in an embodiment of the present invention passes through to hang up by the outer rim in platform body
Multiple suspension mouths for hanging steel reinforcement cage sections are set so as to steel reinforcement cage sections can be deposited, so as to further
The efficient storage of steel reinforcement cage sections is realized, is reduced job site and is taken up room.
In addition, steel reinforcement cage joining method provided in an embodiment of the present invention has been coordinated using above-mentioned steel reinforcement cage hanging device reseting
It is standby that steel reinforcement cage sections is spliced, the construction period of cast-in-situ bored pile can be shortened, applying for cast-in-situ bored pile is effectively improved
Work efficiency rate.
To sum up, steel reinforcement cage hanging device provided in an embodiment of the present invention and steel reinforcement cage joining method effectively increase drilling and fill
The efficiency of construction of note stake, reduces space and the impact to periphery traffic that job site takes.
Description of the drawings
Fig. 1 is a kind of side view of steel reinforcement cage hanging device provided in an embodiment of the present invention；
Fig. 2 is a kind of structural representation of the platform of steel reinforcement cage hanging device provided in an embodiment of the present invention；
Fig. 3 is a kind of application schematic diagram of steel reinforcement cage hanging device provided in an embodiment of the present invention；
Fig. 4 is a kind of Another Application schematic diagram of steel reinforcement cage hanging device provided in an embodiment of the present invention.
Specific embodiment
Further to illustrate the present invention to reach technological means and effect that predetermined goal of the invention is taken, below in conjunction with
Accompanying drawing and preferred embodiment, to the specific embodiment according to the present patent application, structure, feature and its effect, describe in detail such as
Afterwards.In the following description, what different " embodiment " or " embodiment " referred to is not necessarily same embodiment.Additionally, one or more
Special characteristic, structure or feature in individual embodiment can be combined by any suitable form.
With reference to embodiment, the present invention is described in further detail.
Embodiment 1
As depicted in figs. 1 and 2, the present embodiment provides a kind of steel reinforcement cage hanging device, specifically, the steel reinforcement cage hanging device
Including supporting construction 1 and platform 2.Wherein, platform 2 is placed in supporting construction 1.Also, suspended structure is provided with platform 2,
The suspended structure is used to hang up steel reinforcement cage sections, steel reinforcement cage sections is vertically hung up on platform.
Wherein, when the steel reinforcement cage hanging device in the present embodiment coordinates crane gear to splice steel reinforcement cage sections, borrow
By platform 2 upper end of steel reinforcement cage sections hung up by suspended structure is helped to be spliced i.e. with the steel reinforcement cage lower end of crane gear lifting
Can.After splicing, the steel reinforcement cage for having spliced is sling by crane gear, hangs up next steel reinforcement cage sections, according still further to upper on platform
State step and continue splicing, until all of steel reinforcement cage sections is spliced into steel reinforcement cage entirety.Here, the steel lifted by crane by crane gear
Muscle cage is probably a steel reinforcement cage sections, and such case is for first splicing.And in subsequent step, crane gear is lifted by crane
Steel reinforcement cage be the steel reinforcement cage being spliced by plural steel reinforcement cage sections according to the method described above.
On the one hand the steel reinforcement cage hanging device that the present embodiment is provided can realize applying in cast-in-situ bored pile by above-mentioned setting
Work early stage (during drilling or before drilling) can just coordinate crane gear to splice steel reinforcement cage, relative to of the prior art " under side
Put side splicing " steel reinforcement cage operating type, substantially reduce the construction period of cast-in-situ bored pile, be effectively improved drill-pouring
The efficiency of construction of stake.On the other hand, when the suspended structure on platform is multiple, steel reinforcement cage sections can be stored in platform
On, which reduce job site and take up room and the impact to periphery traffic.
It is preferred that as shown in figure 1, the supporting construction 1 in the present embodiment includes base 11 and bracing frame 12.Wherein, support
One end of frame 12 is fixed on the pedestal 11, and the other end is connected with platform 2.It is preferred that bracing frame 12 is steelframe, base 11 and platform
2 material is shaped steel.
It is preferred that stair of ascending a height are provided with bracing frame 12, to facilitate operator to reach on platform 2.
It is preferred that suspended structure is used for the upper end for hanging steel reinforcement cage sections, and the height of bracing frame is slightly above steel reinforcement cage section
The height of section, is that steel reinforcement cage sections vertically hangs offer space.
It is preferred that the suspended structure in the present embodiment is the Current Collector Sleave with hook.The solderable side in platform of suspended structure
At edge, it is also possible to be welded on hanging up in mouth and suspension mouth described in following examples.
Embodiment 2
As shown in Figures 2 and 3, the present embodiment provides a kind of steel reinforcement cage hanging device, compared with Example 1, the present embodiment
In platform 2 on be provided with least one and hang up mouth 22, wherein, each is provided with a suspended structure in hanging up mouth 22, use
In the upper end for hanging steel reinforcement cage sections, make steel reinforcement cage sections pass vertically through platform and hang up mouth, and fix with mouth is hung up.
Wherein, if in the present embodiment hang up mouth be only one when, it is for hanging up reinforcing bar to be spliced that this hangs up mouth
Next steel reinforcement cage sections to be spliced after splicing, then is placed on the splicing mouth by crane gear by the splicing mouth of cage sections
Spliced after middle fixation.
If consolidating in the present embodiment hang up mouth for it is multiple when, can by one of those or it is several be arranged to splice mouth, it is remaining
The mouth mouth that hangs up be mainly used in depositing steel reinforcement cage sections 3, when the steel reinforcement cage sections 3 deposited needs to be spliced, need to only pass through
Crane gear is moved to splicing mouth and is spliced.
So, the steel reinforcement cage hanging device that the present embodiment is provided hangs up mouth by being provided with platform, on the one hand convenient
Coordinate crane gear to splice steel reinforcement cage sections, on the other hand steel reinforcement cage sections can be deposited, so as to avoid
Steel reinforcement cage sections is stacked at the construction field (site) in prior art, and the situation of the impact caused to periphery traffic occurs.
It is preferred that the platform in the present embodiment is made up of the steelframe for forming multiple grids, the grid is above-mentioned hanging up
Mouthful.
Embodiment 3
As shown in Figures 2 and 3, the present embodiment provides a kind of steel reinforcement cage hanging device, compared with Example 1, the present embodiment
In platform 2 include platform body and hanging rack.Wherein, at least one is provided with platform body and hangs up mouth 22, each hangs up
A suspended structure is provided with mouth 22, for hanging the upper end of steel reinforcement cage sections.Hanging rack includes being arranged on platform body
Many rods 21 in outer rim, wherein, one end of rod 21 is fixed on platform body, and the other end is from platform body to extension
Stretch；Wherein, the suspension mouth of the open setting in side is formed between two rods 21 of arbitrary neighborhood, each is respectively provided with hanging mouth
There is a suspended structure 221, for hanging the upper end of steel reinforcement cage sections.It is preferred that suspended structure 221 is arranged on rod 21.
The steel reinforcement cage hanging device that the present embodiment is provided hangs up mouth by least one is provided with platform body, and
The outer rim of platform body arranges multiple suspension mouths for hanging steel reinforcement cage sections by hanging rack so as to can be to steel reinforcement cage
Sections is deposited, and so as to furthermore achieved that the efficient storage of steel reinforcement cage sections, being reduced job site and being taken up room.
Hanging up mouth or hanging mouth in the present embodiment can be made as the splicing mouth for splicing steel reinforcement cage sections to be spliced
With.It is preferred that splicing mouth 23 is arranged on platform body, and splice the open of mouth, in order to steel reinforcement cage sections to be spliced
Horizontally enter in splicing mouth 23.
It is preferred that the mouth-shaped that hangs up in the present embodiment and in a upper embodiment is appointing for criss-cross, long trellis and circle
One kind, its size are adapted to the radial dimension of steel reinforcement cage sections.
It is preferred that operating board 24 is provided with platform in above-described embodiment, operating board 24 is arranged near splicing mouth 23, is used
Spell to splicing the steel reinforcement cage sections to be spliced hung in mouth 23 in making operator or operation equipment be located on operating board 24
Connect operation.
It is preferred that the platform body in the present embodiment is to be made up of the steelframe for forming multiple grids, the grid is this reality
Apply and hang up mouth in example.It is preferred that splicing mouth is positioned at platform body outer rim and open setting hangs up mouth.
It is preferred that rod is rectangle tubular construction.
Embodiment 4
The present embodiment provides a kind of steel reinforcement cage joining method, for coordinating crane gear to splice steel reinforcement cage sections,
Comprise the steps：
Steel reinforcement cage sections to be spliced is vertically hung up on platform using the first crane gear；
Using the second crane gear by the top of reinforcement cage hoisting to steel reinforcement cage sections to be spliced；Wherein, steel reinforcement cage bag
The steel reinforcement cage for including a steel reinforcement cage sections or being spliced by plural steel reinforcement cage sections；
By the operator or operation equipment reinforcing bar lifted by crane by steel reinforcement cage segments upper side to be spliced and the second crane gear
Spliced cage lower end.
It is preferred that the steel reinforcement cage hanging device that the steel reinforcement cage joining method that the present embodiment is provided is provided using above-described embodiment
Crane gear is coordinated to splice steel reinforcement cage.Wherein, specific splicing step is as follows：As shown in Figure 2 and Figure 4, staff
Reached after platform 2 by the stair of ascending a height being arranged on bracing frame 12, the second crane gear 5 hangs steel reinforcement cage sections to suspension
Mouthful and hang up in mouth 22, and steel reinforcement cage sections vertically hung up be stored on platform 2 using hook 221.Wherein, hang storage steel
The plane graph of muscle cage is as shown in Figure 3.When carrying out steel reinforcement cage splicing, steel reinforcement cage sections to be spliced 32 is moved by the second crane gear 5
It is fixed into splicing mouth 23, while steel reinforcement cage sections or 31 lower end of the steel reinforcement cage for having spliced are lifted to put down by the first crane gear 4
The top of the splicing mouth 23 of platform 2, and align with steel reinforcement cage sections to be spliced below, operator or operation equipment are in operation
The splicing of descending reinforcing cage is completed on platform 24.After the completion of splicing, the first crane gear 4 is by spliced reinforcement cage hoisting to splicing
Above mouth 23, the second crane gear 5 continues to hang steel reinforcement cage sections to be spliced toward splicing mouth 23, proceeds above-mentioned assembly,
Integral assembling until completing a borehole filling pile cage of reinforcement.
To sum up, embodiments of the invention are from construction period and the angle of reduction space hold, there is provided a kind of steel reinforcement cage
Hanging device and steel reinforcement cage joining method, on the one hand, the splicing and the pore-forming of cast-in-situ bored pile for making borehole filling pile cage of reinforcement can
With parallel operations, reduce the construction period, improve efficiency of construction.On the other hand, storage steel reinforcement cage is vertically hung using platform
Sections, reduces job site and takes up room and the impact to periphery traffic.
To sum up, skilled addressee readily understands that, on the premise of not conflicting, above-mentioned each advantageous manner can from
Combined by ground, be superimposed.
The above, the only specific embodiment of the present invention, but protection scope of the present invention is not limited thereto, any
Those familiar with the art the invention discloses technical scope in, change or replacement can be readily occurred in, should all be contained
Cover within protection scope of the present invention.Therefore, protection scope of the present invention should be defined by the scope of the claims.
Claims (7)
1. a kind of steel reinforcement cage hanging device, it is characterised in that include：
Supporting construction；
Platform, the platform are placed in the supporting construction；At least one is provided with the platform and hangs up mouth, each hangs up
Mouth is provided with suspended structure, for hanging the upper end of steel reinforcement cage sections, so that steel reinforcement cage sections vertically hangs up；
Wherein, the platform includes platform body and hanging rack；The mouth that hangs up is arranged on the platform body；It is described to hang up
Frame includes the rod fixed with platform body and stretch out from the platform body；Wherein, two rods of arbitrary neighborhood
Between form the suspension mouth of the open setting in one side, be provided with the suspended structure in each described suspension mouth, for hanging
Hang the upper end of steel reinforcement cage sections；
Wherein, hang up mouth to be arranged for splicing the splicing mouth of steel reinforcement cage sections to be spliced described at least one；
Wherein, when splicing to steel reinforcement cage sections, by by the platform steel reinforcement cage sections hung up by the splicing mouth
Spliced the steel reinforcement cage lower end that upper end is lifted by crane with crane gear.
2. steel reinforcement cage hanging device according to claim 1, it is characterised in that it is described hang up mouth be shaped as criss-cross,
Any one of long trellis and circle.
3. steel reinforcement cage hanging device according to claim 1, it is characterised in that the splicing mouth is located at the platform body
At outer rim, and the open setting of the splicing mouth, enter in the splicing mouth in order to steel reinforcement cage sections to be spliced.
4. steel reinforcement cage hanging device according to claim 1, it is characterised in that operating board, institute are provided with the platform
State operating board to arrange near the splicing mouth, for making operator or operation equipment be located on the operating board to splicing in mouth
The steel reinforcement cage sections to be spliced for hanging carries out concatenation.
5. steel reinforcement cage hanging device according to claim 1, it is characterised in that the suspended structure is to be arranged on platform
Current Collector Sleave, and be provided with the Current Collector Sleave for mounting the hook of steel reinforcement cage sections.
6. steel reinforcement cage hanging device according to claim 1, it is characterised in that the supporting construction includes：
Base,
Bracing frame, one end of support frame as described above are fixed on the base, and the other end is connected with the platform, flat for supporting
Platform.
7. a kind of steel reinforcement cage joining method, it is characterised in that using the steel reinforcement cage hanging device described in any one of claim 1-6
Coordinate crane gear to splice steel reinforcement cage sections, comprise the steps：
Steel reinforcement cage sections to be spliced is vertically hung up on platform using the first crane gear；
Using the second crane gear by the top of reinforcement cage hoisting to the steel reinforcement cage sections to be spliced；Wherein, the second lifting
The steel reinforcement cage that the steel reinforcement cage lifted by crane by equipment includes a steel reinforcement cage sections or is spliced by plural steel reinforcement cage sections；
Under by the operator or operation equipment steel reinforcement cage lifted by crane by steel reinforcement cage segments upper side to be spliced and the second crane gear
Spliced at end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510993696.7A CN105401581B (en) | 2015-12-25 | 2015-12-25 | Reinforcement cage hanging device and reinforcement cage splicing method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510993696.7A CN105401581B (en) | 2015-12-25 | 2015-12-25 | Reinforcement cage hanging device and reinforcement cage splicing method |
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| Publication Number | Publication Date |
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| CN105401581A CN105401581A (en) | 2016-03-16 |
| CN105401581B true CN105401581B (en) | 2017-04-19 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201510993696.7A Active CN105401581B (en) | 2015-12-25 | 2015-12-25 | Reinforcement cage hanging device and reinforcement cage splicing method |
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Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106522207A (en) * | 2016-11-22 | 2017-03-22 | 中交公局海威工程建设有限公司 | Reinforcement cage bracket and reinforcement cage mounting device |
| CN115976963B (en) * | 2022-12-26 | 2024-09-03 | 四川路桥华东建设有限责任公司 | Steel reinforcement cage vertical installation building platform system for bridge and building method |
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| Publication number | Publication date |
|---|---|
| CN105401581A (en) | 2016-03-16 |
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