CN207619847U - Column and Coping Construction assembled adjustable operating platform - Google Patents
Column and Coping Construction assembled adjustable operating platform Download PDFInfo
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- CN207619847U CN207619847U CN201720904566.6U CN201720904566U CN207619847U CN 207619847 U CN207619847 U CN 207619847U CN 201720904566 U CN201720904566 U CN 201720904566U CN 207619847 U CN207619847 U CN 207619847U
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- 238000010276 construction Methods 0.000 title claims abstract description 25
- 230000010485 coping Effects 0.000 title claims abstract description 20
- 229910000831 Steel Inorganic materials 0.000 claims description 14
- 239000010959 steel Substances 0.000 claims description 14
- 239000007787 solid Substances 0.000 claims 1
- 238000010586 diagram Methods 0.000 description 2
- 238000001514 detection method Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000003032 molecular docking Methods 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
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Abstract
The utility model discloses columns and Coping Construction assembled adjustable operating platform, include the platform in the center holes Bi Wei, which can be placed in the holes Bi Wei of the center, and the inscribed circle diameter in the center holes Bi Wei is less than the circumscribed circular diameter of the anchor ear top surface;The platform is surrounded by being connected through a screw thread the affixed left plane frame of part, right plane frame, frontal plane frame, rear plane frame and two interior hoop semi-rings that are opposite and setting, left plane frame and right plane frame be parallel to respectively X-axis and close to the left frame in the center holes Bi Wei while and when right frame, frontal plane frame and rear plane frame be parallel to respectively Y-axis and close to the front frame in the center holes Bi Wei while and when after-frame;Be parallel to the stage casing of Y-axis in the middle part of interior hoop semi-ring, both ends have outward and the left facade perpendicular to Y-axis and right facade, stage casing respectively with the front frame while and when after-frame it is affixed, left facade and right facade are affixed in, right frame with left frame respectively.The utility model is simple in structure, for occasions such as capital construction construction sites.
Description
Technical field
The utility model is related to a kind of columns and Coping Construction assembled adjustable operating platform.
Background technology
During the build of high ferro and urban rail, the column and bent cap that are arranged on the way by two 1.8~2.2 column and set
In middle part a connection beam and be placed in the bent cap at top and constitute, when pouring template column, has steel plate anchor ear to be fixed on column
On.After the completion of bearing pier stud cast is built, needs to carry out sandbag or water polo precompressed checks whether column and bent cap are deformed receipts
Contracting or sedimentation, the job platform of traditional detection column and bent cap, need to build scaffold frame upwards around column on ground, stand
The height of column is higher, and scaffold frame level is more, and required built expense is bigger.
Invention content
The arbitrary height that technical problem to be solved by the utility model is to provide a kind of in column uses, save cost,
Column and Coping Construction assembled adjustable operating platform convenient for storage and transportation, convenient for assembly.
Technical solution adopted by the utility model to solve its technical problems is:A kind of column and Coping Construction assembled
Adjustable operating platform is used for capital construction column, which has anchor ear, and the column and Coping Construction are flat with assembled adjustable operating
Platform can be placed in the anchor ear top surface and fixation, including platform, which has the center holes Bi Wei, the column that can be placed in the center holes Bi Wei
Interior, the inscribed circle diameter in the center holes Bi Wei is less than the circumscribed circular diameter of the anchor ear top surface;The platform is by being connected through a screw thread part
Left plane frame, right plane frame, frontal plane frame, rear plane frame and the two interior hoop semi-rings that are opposite and setting to fix as one surround
Form, the left plane frame and right plane frame be parallel to respectively X-axis and close to the left frame in the center holes Bi Wei while and when right frame, should
Frontal plane frame and rear plane frame be parallel to respectively Y-axis and close to the front frame in the center holes Bi Wei while and when after-frame;The interior hoop half
The stage casing of Y-axis is parallel in the middle part of ring, which has the outside and left facade perpendicular to Y-axis and right facade, in this
The heart keep away a hole by the interior hoop semi-ring and the left frame while and when right frame surround, the stage casing respectively with the front frame while and when after-frame consolidate
It connects, the left facade and the left frame side are affixed, and the right facade and the right frame side are affixed.
Advantageous effect:In above-mentioned technical proposal, left, right, front and rear plane frame and two interior hoop semi-rings that are opposite and setting surround
At platform, and be connected through a screw thread part and fix as one, interior hoop semi-ring, left frame while and when right frame be encircled into the center holes Bi Wei, stand
Column can be placed in the holes Bi Wei of center, and the inscribed circle diameter in the center holes Bi Wei is less than the circumscribed circular diameter of the anchor ear top surface so that
Platform can be suspended vacantly on anchor ear top surface, and using original anchor ear on column, arbitrary height can support simultaneously on column
Fixed platform builds the mode of scaffold supporting platform instead of needing to face upward from ground in the prior art, solves existing skill
The problem that the height of art central post is higher, scaffold frame level is more, required built expense is bigger, therefore the technical program
Column and Coping Construction assembled adjustable operating platform, arbitrary height can be used, save cost on column;And
When storage and transportation, after dismantling threaded connector, platform is detachable at hoop semi-ring etc. six in left, right, front and rear plane frame and two
Above parts, convenient for storing and transporting time save space.In use, can building site ground by left and right, frontal plane frame and
It is a big component to bind round semi-ring in one and it is affixed to be threadedly coupled part in advance, and screw thread is used in advance by semi-ring is bound round in rear plane frame and one
Affixed connector is another component, then this two big component is lifted on anchor ear top surface and closes up into platform, easy to assembly.
Be further improved as to above-mentioned technical proposal, the bottom surface of the frontal plane frame and rear plane frame respectively with the left frame
In, right frame and the overlap joint of the top surface in stage casing.The improvement is convenient for being connected and fixed, and overlap joint is easier to position than docking when assembling.
It is further improved as to above-mentioned technical proposal, front frame side, after-frame edge X-axis are respectively provided with and the thread connector
Matched reserved screw hole, the reserved screw hole is for adjusting the frontal plane frame at a distance from rear plane frame.Since the improvement is adjustable
Frontal plane frame is saved at a distance from rear plane frame, you can the size that the center holes Bi Wei are adjusted along X-direction is allowed to adapt to size not
Same column.
It is improved as the another kind to above-mentioned technical proposal, the left plane frame, right plane frame, frontal plane frame and rear plane frame
Be rectangle frame, the left plane frame, right plane frame periphery surrounded respectively by U-steel is edge-on, the front frame while and when after-frame
It is edge-on U-steel, which is laid with steel plate, has hinged small plate in the steel plate, the hinged small plate shape
At window able to turn on or off.The improvement makes the parts shape dismantled when storage and transportation more neatly be easier to stacked packing, edge-on
U-steel keeps each plane frame intensity higher, the structure of platform more firm;Window able to turn on or off is convenient in work progress, from platform
It is passed up tool or parts below.
As a concrete scheme to above-mentioned technical proposal, the center holes Bi Wei are hexagonal holes.
It is further improved as to above-mentioned technical proposal, further includes the guardrail with tubular configured joint, the platform periphery is affixed
It is parallel to the Cylindrical joint of Z axis, the tubular configured joint is corresponding with the Cylindrical joint position, cross section is adapted.
It is further improved as to above-mentioned technical proposal, which is fixedly connected with each other by horizontal bar bar and perpendicular railing, also
Including baffle, one end of the baffle is fixed on the lateral surface of the platform, and the other end of the baffle is with the guardrail perpendicular to z-axis
It is mutually negotiated on perspective plane.
Description of the drawings
Fig. 1 is the schematic diagram for supporting pier stud;
Fig. 2 is the use state diagram of column and Coping Construction assembled adjustable operating platform on column;
Fig. 3 is the stereogram of the utility model;
Fig. 4 is the vertical view of the utility model;
Fig. 5 is the structural exploded view of the utility model;
Fig. 6 is the platform of the utility model and the structural exploded view of guardrail.
Specific implementation mode
The utility model is further illustrated with reference to the accompanying drawings and examples.
Referring to Fig. 1, during the build of high ferro and urban rail, the bearing pier stud 3 being arranged on the way is by two 1.8~2.2
It column 2 and is placed in a connection beam 31 at middle part and is placed in the bent cap 32 at top and constitute, there is anchor ear in when pouring template column 2
21 are fixed on column 2.
Referring to Fig. 2, the column and Coping Construction assembled adjustable operating platform 1 of the present embodiment for support pier stud or
Column 2 on construction site, column 2 have anchor ear 21.Column and Coping Construction assembled adjustable operating platform 1, which can be placed in, to be embraced
Bind round 21 top surfaces and fixation.
Referring to Fig. 3, column and Coping Construction include platform 11 with assembled adjustable operating platform 1, and platform 11 has center
A hole 12 is kept away, is seen in conjunction with Fig. 2, column 2 can be placed in the center holes Bi Wei 12, and the inscribed circle diameter in the center holes Bi Wei 12 is less than anchor ear
The circumscribed circular diameter of 21 top surfaces so that platform 11 can be fixed on 21 top surface of anchor ear.
Referring to Fig. 4, platform 11 by be connected through a screw thread left plane frame 111, right plane frame 112 that part 116 fixes as one,
The interior hoop semi-ring 115 that frontal plane frame 113, rear plane frame 114 and two are opposite and set surrounds.Left plane frame 111 and the right side are flat
Surface frame 112 is parallel to X-axis and close to the left frame in the center holes Bi Wei 12 at 1111 and right frame 1121 respectively.Left plane frame 111,
Right plane frame 112, frontal plane frame 113 and rear plane frame 114 are rectangle frames.The center holes Bi Wei 12 are hexagonal holes.Center is kept away
The interior hoop semi-ring 115 and left frame that position hole 12 is opposite by two and sets 1121 are surrounded at 1111 and right frame.
It referring to Fig. 5, is seen in conjunction with Fig. 4, frontal plane frame 113 and rear plane frame 114 are parallel to Y-axis and are kept away close to center respectively
For the front frame in position hole 12 at 1131 and after-frame 1141, front frame 1141 is edge-on U-steel at 1131 and after-frame.Interior hoop half
The middle part of ring 115 is parallel to the stage casing 1151 of Y-axis, interior hoop 115 both ends of semi-ring have it is outside and perpendicular to the left facade 1152 of Y-axis and
Right facade 1153.The top surface in stage casing 1151 is 1141 affixed at 1131 and after-frame with front frame respectively, left facade 1152 and left frame side
1111 is affixed, and right facade 1153 and the right frame side 1121 are affixed.The bottom surface of frontal plane frame 113 and rear plane frame 114 respectively with a left side
Frame in 1111, right frame 1121 and stage casing 1151 top surface overlap joint, and it is affixed by threaded connector.Front frame is in 1131, after-frame
1141 along X-axis be respectively provided with the matched reserved screw hole 117 of thread connector 116, reserved screw hole 117 is for adjusting frontal plane frame
113 at a distance from rear plane frame 114.Left plane frame 111, right plane frame 112 periphery surrounded respectively by U-steel is edge-on,
Rectangle frame top surface is laid with steel plate 118, has hinged small plate 1181, hinged small plate 1181 to be formed able to turn on or off in steel plate 118
Window 1182.
Further include the guardrail 13 with tubular configured joint 131 referring to Fig. 6, the affixed column for being parallel to Z axis in 11 periphery of platform connects
First 132, tubular configured joint 131 is corresponding with 132 position of Cylindrical joint, cross section is adapted.Guardrail 13 is by horizontal bar bar 133 and perpendicular column
Bar 134 is fixedly connected with each other, and further includes baffle 135, and one end 1351 of baffle is fixed on the lateral surface 118 of platform, in conjunction with Fig. 3,
The other end 1352 of baffle is mutually negotiated with guardrail 13 on the perspective plane for be parallel to z-axis.
Described is only the preferred embodiment of the utility model, is not intended to limit the utility model, although with reference to before
Embodiment is stated the utility model is described in detail, it for those skilled in the art, still can be to preceding
The technical solution recorded in each embodiment is stated to modify or equivalent replacement of some of the technical features, it is all at this
Within the spirit and principle of utility model, any modification, equivalent replacement, improvement and so on should be included in the utility model
Protection domain within.
Claims (7)
1. a kind of column and Coping Construction assembled adjustable operating platform are used for capital construction column, the column has anchor ear, institute
The anchor ear top surface and fixation can be placed in by stating column and Coping Construction assembled adjustable operating platform, including
Platform, the platform have the center holes Bi Wei, the column that can be placed in the holes the center Bi Wei, the holes the center Bi Wei
Inscribed circle diameter is less than the circumscribed circular diameter of the anchor ear top surface;
It is characterized in that:
The platform by be connected through a screw thread left plane frame, right plane frame that part fixes as one, frontal plane frame, rear plane frame and
Two interior hoop semi-rings that are opposite and setting surround, and the left plane frame and right plane frame are parallel to X-axis and close to institute respectively
State the left frame in the center holes Bi Wei while and when right frame, the frontal plane frame and rear plane frame are parallel to Y-axis and close to described respectively
The front frame in the center holes Bi Wei while and when after-frame;The stage casing of Y-axis, the interior hoop semi-ring both ends are parallel in the middle part of the interior hoop semi-ring
Have outward and the left facade perpendicular to Y-axis and right facade, the holes the center Bi Wei by the interior hoop semi-ring and the left frame side and
Right frame side is surrounded, the stage casing respectively with the front frame while and when after-frame it is affixed, the left facade is solid with the left frame side
It connects, the right facade and the right frame side are affixed.
2. column according to claim 1 and Coping Construction assembled adjustable operating platform, it is characterised in that:It is described
The bottom surface of frontal plane frame and rear plane frame is respectively with the left frame in, right frame and the top surface in stage casing overlaps.
3. column according to claim 2 and Coping Construction assembled adjustable operating platform, it is characterised in that:It is described
Front frame side, after-frame edge X-axis are respectively provided with to be used to adjust with the matched reserved screw hole of the thread connector, the reserved screw hole
The frontal plane frame is at a distance from rear plane frame.
4. column according to any one of claims 1 to 3 and Coping Construction assembled adjustable operating platform, feature
It is:The left plane frame, right plane frame, frontal plane frame and rear plane frame are rectangle frames, the left plane frame, right plane frame
Periphery surrounded respectively by U-steel is edge-on, the front frame while and when after-frame be edge-on U-steel, the rectangle frame
Top surface is laid with steel plate, has hinged small plate, the hinged small plate to form window able to turn on or off in the steel plate.
5. column according to any one of claims 1 to 3 and Coping Construction assembled adjustable operating platform, feature
It is:The holes the center Bi Wei are hexagonal holes.
6. column according to any one of claims 1 to 3 and Coping Construction assembled adjustable operating platform, feature
It is:Further include the guardrail with tubular configured joint, the affixed Cylindrical joint for being parallel to Z axis of the platform periphery, the tubulose connects
Head is corresponding with the Cylindrical joint position, cross section is adapted.
7. column according to claim 6 and Coping Construction assembled adjustable operating platform, it is characterised in that:It is described
Guardrail is fixedly connected with each other by horizontal bar bar and perpendicular railing, further includes baffle, and one end of the baffle is fixed on the outer of the platform
Side, the other end of the baffle are mutually negotiated with the guardrail on the perspective plane for be parallel to z-axis.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720904566.6U CN207619847U (en) | 2017-07-24 | 2017-07-24 | Column and Coping Construction assembled adjustable operating platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720904566.6U CN207619847U (en) | 2017-07-24 | 2017-07-24 | Column and Coping Construction assembled adjustable operating platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207619847U true CN207619847U (en) | 2018-07-17 |
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ID=62817650
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720904566.6U Active CN207619847U (en) | 2017-07-24 | 2017-07-24 | Column and Coping Construction assembled adjustable operating platform |
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| Country | Link |
|---|---|
| CN (1) | CN207619847U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110656588A (en) * | 2019-10-12 | 2020-01-07 | 孔令绅 | Portable supporting and protecting structure for elevated road and bridge and assembling method thereof |
| CN110820564A (en) * | 2019-10-15 | 2020-02-21 | 同济大学 | Liftable and openable bent cap construction overhaul multipurpose platform |
-
2017
- 2017-07-24 CN CN201720904566.6U patent/CN207619847U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110656588A (en) * | 2019-10-12 | 2020-01-07 | 孔令绅 | Portable supporting and protecting structure for elevated road and bridge and assembling method thereof |
| CN110820564A (en) * | 2019-10-15 | 2020-02-21 | 同济大学 | Liftable and openable bent cap construction overhaul multipurpose platform |
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