CN209637200U - Corbels support device and system - Google Patents
Corbels support device and system Download PDFInfo
- Publication number
- CN209637200U CN209637200U CN201821597789.3U CN201821597789U CN209637200U CN 209637200 U CN209637200 U CN 209637200U CN 201821597789 U CN201821597789 U CN 201821597789U CN 209637200 U CN209637200 U CN 209637200U
- Authority
- CN
- China
- Prior art keywords
- bottom plate
- column
- support device
- corbels support
- corbels
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model provides a kind of corbels support device and system, including multiple vertical securing supports, vertical adjustment supporting element and corbels support frame, the corbels support frame is fixedly connected on the vertical adjustment supporting element, it is detachably connected, the vertical adjustment supporting element and is detachably connected by fastener between the vertical securing supports at top by fastener between the vertical securing supports.The utility model has the advantages that convenient for disassembly and assembly, reusable and versatility is preferable.
Description
Technical field
The utility model relates to technical field of buildings, in particular to a kind of corbels support device and system.
Background technique
Corbels support device is the primary structure member of integral steel platform formwork system, when integral steel platform mould bases is promoted in place
Afterwards, corbels support device is extend into the reserving hole on concrete wall, as a whole 10 vertical spacing of steel platform support dress
The supporting point set.Referring to FIG. 1, steel platform support bracket 11 in part is located at shear wall according to Core Walls Structure shear wall structure feature
At coupling beam 20.Since steel platform supports 11 height of bracket and Shear-wall Connecting Beam Used 20 not in sustained height, it is therefore desirable in shear wall
Increase corbels support column below steel platform support bracket 11 at coupling beam 20, forms integral steel platform vertical supporting point.It please refers to
Fig. 2 is used as corbels support column, lattice using the lattice column 30 that the thick batten plate of 4 angle steel and 10mm is spliced in the prior art
Pre-embedded steel slab 21 welds in the suspension column and lower layer's Shear-wall Connecting Beam Used 20 of column 30.Wherein, Shear-wall Connecting Beam Used 20 includes being disposed below
N-layer Shear-wall Connecting Beam Used and the n+1 story shear wall coupling beam that is positioned above.This kind of lattice column 30 is used as Shear-wall Connecting Beam Used 20 and steel
When corbels support device between platform bracket 11, have the following deficiencies: first is that lattice column 30 and pre-embedded steel slab 21 are weldering
It connects and is fixedly connected, inconvenience is removed, and can not be reused after dismounting, be caused the waste of material.Second is that due to different floor steel
Platform hoisting depth is different, and Shear-wall Connecting Beam Used 20 is caused to support the distance between bracket 11 different from steel platform, therefore, lattice column
30 must design different size height, and material utilization amount is larger, causes versatility poor.
Utility model content
Technical problem to be solved by the utility model is to provide a kind of corbels support device and systems, to solve to tear open
The problem of dress, recycling and versatility.
In order to solve the above-mentioned technical problem, the utility model provides a kind of corbels support device, including multiple vertical fixations
Supporting element, vertical adjustment supporting element and corbels support frame, the corbels support frame are fixedly connected on the vertical adjustment supporting element
On, be detachably connected between the vertical securing supports by fastener, the vertical adjustment supporting element be located at top
It is detachably connected between vertical securing supports by fastener.
Further, corbels support device provided by the utility model, the vertical securing supports include being arranged in parallel
Two pieces of ring flanges, and more root posts being connected between the ring flange are provided on the ring flange and wear for fastener
The through-hole crossed is connected with support rod between the adjacent column, is provided with stiffener plate between the column and ring flange.
Further, corbels support device provided by the utility model, the vertical adjustment supporting element includes fixation kit
With the adjusting component that can adjust height relative to the fixation kit.
Further, corbels support device provided by the utility model, the fixation kit include bottom plate, on the bottom plate
It is provided with bottom plate hole, more foundation plate columns are provided on the bottom plate；The adjusting component includes the top parallel with the bottom plate
Plate, the more top plate columns to match with the bottom plate column are distributed with downwards on the top plate, and the bottom plate column and top plate are vertical
Multiple mounting holes of matching are provided on column, after the top plate column is relative to the bottom plate post adjustment height, by inserting
Part passes through the mounting hole connection in same horizontal line.
Further, corbels support device provided by the utility model, on the adjacent bottom plate column and/or top plate column
It is provided with connecting rod.
Further, corbels support device provided by the utility model is provided with muscle between the bottom plate column and bottom plate
Gusset is provided between plate and/or the top plate column and top plate.
Further, corbels support device provided by the utility model, the corbels support frame includes steel I-beam, and
It is set to the baffle of the side of the steel I-beam, the height of the baffle is greater than I-steel depth of beam.
Further, corbels support device provided by the utility model, the baffle are four, are distributed in the I-steel
The both ends of beam sides, there are gaps between the baffle of same side.
In order to solve the above-mentioned technical problem, the utility model also provides a kind of corbels support system, including Shear-wall Connecting Beam Used,
The Shear-wall Connecting Beam Used is removably connected with above-mentioned corbels support device by bolt.
Further, corbels support system provided by the utility model, the bolt are expansion bolt；Or the bolt
To be embedded in the pre-embedded anchoring bolts in Shear-wall Connecting Beam Used.
Corbels support device provided by the utility model and system, including detachable cylinder and the ox being connected on cylinder
Leg support.Its middle column body includes the segmented support knot that multiple vertical securing supports and a vertical adjustment supporting element are constituted
Structure realizes the purpose of the adjusting of predetermined altitude, by the assembling of multiple vertical securing supports and vertical adjustment supporting element with reality
The effect of existing vertical supporting.Compared with the integral type support construction for using angle steel welding in the prior art, vertical securing supports
Between and vertical securing supports and vertical adjustment supporting element between can be dismounted by fastener, whole welded without using preceding
Assembling is connect, is dismantled without using rear cutting.Therefore, have the advantages that it is easy to disassemble, saved material cost and welding cost.This
The vertical securing supports and its volume of vertical adjustment supporting element of utility model are less than integral type support construction, have easy to carry
Or the advantages of lifting.The corbels support device and system of the utility model, vertical securing supports, vertical adjustment supporting element and ox
It can be reused after leg support dismounting, there is energy conservation and environmental protection, the advantages of convenient for being used in turn.The utility model passes through vertical
Adjusting supporting element can highly be adjusted between different height difference, weld between different height difference in the prior art
The lattice hook column of different height specification is compared, and has the advantages that versatility is preferable, and has the agility of dismounting.
Detailed description of the invention
Fig. 1 is the steel platform corbels support of steel platform in the prior art and the attachment structure schematic diagram of Shear-wall Connecting Beam Used；
Fig. 2 is the structural schematic diagram of corbels support device in the prior art；
Fig. 3 is the schematic view of the front view of the corbels support device of an embodiment of the present invention；
Fig. 4 is the side structure schematic view of Fig. 3；
Fig. 5 is the structural schematic diagram of the vertical securing supports of the utility model；
Fig. 6 is the vertical adjustment supporting element of the utility model and the structure and connection schematic diagram of corbels support frame；
It is as shown in the figure: 10, steel platform, 11, steel platform corbels support, 20, Shear-wall Connecting Beam Used, 21, pre-embedded steel slab 30, lattice hook
Column, 300, corbels support device, 310, vertical securing supports, 311, ring flange, 312, through-hole, 313, column, 314, level
Support rod, 315, stiffener plate, 320, telescopic segment, 321, bottom plate, 322, bottom plate column, 323, top plate, 324, top plate column,
325, bottom plate hole, 326, mounting hole, 327, plug-in unit, 328, connecting rod, 329, gusset, 330, support frame, 331, steel I-beam,
332, baffle.
Specific embodiment
The utility model is described in detail with reference to the accompanying drawing:
Fig. 3 and Fig. 4 are please referred to, the present embodiment provides a kind of corbels support devices 300, including multiple vertical securing supports
310, vertical adjustment supporting element 320 and corbels support frame 330, the corbels support frame 330 are fixedly connected on the vertical adjustment
On supporting element 320, it is detachably connected between the vertical securing supports 310 by fastener, the vertical adjustment supporting element
It 320 and is detachably connected between the vertical securing supports 310 at top by fastener.Wherein fastener is, for example, bolt
(not shown).
Corbels support device 300 provided in this embodiment, including detachable cylinder and the bracket branch being connected on cylinder
Support.Its middle column body includes the segmented branch that multiple vertical securing supports 310 and a vertical adjustment supporting element 320 are constituted
Support structure realizes what predetermined altitude was adjusted by the assembling of multiple vertical securing supports 310 and vertical adjustment supporting element 320
Purpose, to realize the effect of vertical supporting.Between vertical securing supports 310 and vertical securing supports 310 are adjusted with vertical
It can be dismounted by fastener between section supporting element 320, be assembled without using preceding integral solder, dismantled without using rear cutting.
Therefore, have the advantages that it is easy to disassemble, saved material cost and welding cost.
Multiple vertical securing supports 310 of the present embodiment are standard paragraphs, and vertical adjustment supporting element 320 is non-standard segment,
The two it is small in size, have the advantages that it is easy to carry or lifting.
The corbels support device 300 of the present embodiment, vertical securing supports 310, vertical adjustment supporting element 320 and bracket
Support frame 330 can reuse after dismounting, and have the advantages that energy conservation and environmental protection.Wherein corbels support frame 330 can be dismantled,
Integral structure can be formed with vertical adjustment supporting element 320.
The present embodiment can be highly adjusted by vertical adjustment supporting element 320 between different height difference, so that
The whole height of vertical securing supports 310 and vertical adjustment supporting element 320 reaches design requirement, preferable with versatility
Advantage, and there is the agility of dismounting.
Referring to FIG. 5, corbels support device 300 provided in this embodiment, the vertical securing supports 310 include flat
Two pieces of ring flanges 311 of row setting, and the more root posts 313 being connected between the ring flange 311, the ring flange 311
On be provided with the through-hole 312 passed through for fastener, support rod 314, the column 313 are connected between the adjacent column 313
Stiffener plate 315 is provided between ring flange 311.The wherein setting of ring flange 311 has the vertical fixation made between adjacent
310 stable connection of supporting element, reliable advantage.By the fasteners such as bolt pass through two neighboring vertical securing supports 310 it
Between ring flange 311 realize the removable connection between vertical securing supports 310.In order to facilitate dismounting, the spiral shell of the present embodiment
The specification of the fasteners such as bolt is identical, and the specification of through-hole 312 is identical.Wherein support rod 314, which has, reinforces the excellent of stationary phase pillar 313
Point, so that the connection between column 313 and ring flange 311 is relatively reliable, stable.Stiffener plate 315 increase ring flange 311 with
Connection area between column 313 enhances the connection reliability between ring flange 311 and column 313.
Referring to FIG. 6, corbels support device 300 provided in this embodiment, the vertical adjustment supporting element 320 includes solid
Determine component and the adjusting component of height can be adjusted relative to the fixation kit.Wherein the fixation kit includes bottom plate 321, institute
It states and is provided with bottom plate hole 325 on bottom plate 321, more foundation plate columns 322 are provided on the bottom plate 321；The adjusting component packet
The top plate 323 parallel with the bottom plate 321 is included, more and 322 phase of bottom plate column are distributed on the top plate 323 downwards
The top plate column 324 matched is provided with multiple mounting holes 326 of matching on the bottom plate column 322 and top plate column 324,
Middle mounting hole 326 can be round hole, or square hole.The top plate column 324 is adjusted relative to the bottom plate column 322
After saving height, the mounting hole 326 in same horizontal line is passed through by the plug-in units such as pin shaft, bolt 327 and is connected, the adjusting component is logical
The mounting hole 326 crossed on different level line adjusts the height relative to the fixation kit.Its insole board 321 and above-mentioned
The structure of the ring flange 311 of vertical securing supports 310 is identical, the specification of the bottom plate hole 325 on bottom plate 321 and described vertical
Through-hole 312 on the ring flange 311 of securing supports 310 is identical, with for the fasteners such as bolt using same specification to can
Dismantling connection.At least one of bottom plate column 322 and top plate column 324 of the present embodiment are tubular structure, to realize bottom plate
Column 322 and top plate column 324 are mutually arranged structure, i.e., tight with structure within stretching between the two after wherein
The advantages of gathering.Bottom plate column 322 and top plate column 324 can be round tube, be also possible to square tube.Certainly, 322 He of bottom plate column
Top plate column 324 may be set to be it is non-be arranged structure, such as bottom plate column 322 is located at the side of top plate column 324, can also
To realize height adjusting function.
Referring to FIG. 6, corbels support device 300 provided in this embodiment, the adjacent bottom plate column 322 and/or top plate
Connecting rod 328 is provided on column 324.Connecting rod 328 can increase the stable connection between bottom plate column 322 and bottom plate 321
Property and reliability.Connecting rod 328 can also increase the connective stability and reliability between top plate and top plate column 324.
Referring to FIG. 6, corbels support device 300 provided in this embodiment, between the bottom plate column 322 and bottom plate 321
It is provided between gusset 329 and/or the top plate column 324 and top plate 323 and is provided with gusset 329.Gusset 329 can play
Reinforce connection stability and reliability.
Referring to FIG. 6, corbels support device 300 provided in this embodiment, the corbels support frame 330 includes steel I-beam
331, and it is set to the baffle 332 of the side of the steel I-beam 331, the height of the baffle 332 is greater than steel I-beam
331 height.Steel I-beam 331 can be directly welded on the top plate 323 of vertical adjustment supporting element 320, can also pass through spiral shell
The fasteners such as bolt are fixedly connected on the top plate 323 of vertical adjustment supporting element 320.The baffle 332 is four, is distributed in institute
The both ends for stating 331 side of steel I-beam, there are gaps between the baffle 332 of same side.At least by the gap of side
Part extends to steel I-beam 331, or stretches out steel I-beam 331 by gap and can be used for carrying steel platform corbels support.
There are gap between the baffle 332 of 330 two sides of steel I-beam, it can be used for shelving steel platform corbels support.
Fig. 3 and Fig. 4 are please referred to, the present embodiment also provides a kind of corbels support system, including Shear-wall Connecting Beam Used 200, described
Shear-wall Connecting Beam Used 200 is removably connected with above-mentioned corbels support device 300 by bolt.Wherein bolt can be expanding screw
Bolt；Or it is embedded in the pre-embedded anchoring bolts 210 in Shear-wall Connecting Beam Used 200.The stability of pre-embedded anchoring bolts 210 and jail
Solidity is greater than expansion bolt.Expansion bolt is for constructing in the construction environment of not set built-in fitting.Ox provided in this embodiment
Leg support system, due to using above-mentioned corbels support device 300, the effects equivalent with above-mentioned leg support device 300.
Corbels support device 300 provided in this embodiment and system, column structure part is using segmentation flange connection side
Formula.Including but not limited to 5 section connection structures are vertically fixed including the from the bottom up the 1st to Section 4 height for the standard paragraphs of 650mm
The vertical adjustment supporting element 320 of supporting element 310 and Section 5 non-standard segment.Between adjacent vertical securing supports 310, with
And it is detachably connected between vertical securing supports 310 and vertical adjustment supporting element 320 by bolt and nut.Make in steel platform
Used time, the vertical securing supports 310 of Section 1 are secured with nuts with pre-embedded anchoring bolts 210 in n-layer Core Walls Structure coupling beam 200 and connect.
The wherein vertical adjustment supporting element 320 of non-standard segment can support the stop place of bracket to adjust up and down, according to steel platform to reach
To suitable height, to play the role of vertical supporting.
The application method of corbels support system provided in this embodiment is as follows:
By design requirement pre-embedded anchoring bolts 210 when pouring n-layer Core Walls Structure coupling beam 200；
310 bottom flange dish 311 of vertical securing supports of Section 1 standard paragraphs is installed on foundation bolt 210, is led to
Double nut is crossed to be fixedly connected.The securing supports 310 of 2nd to 4 section standard paragraphs are successively installed, and are fixed with high-strength bolt.
The bottom plate 321 of the vertical adjustment supporting element 320 of Section 5 non-standard segment, the structure and securing supports of bottom plate 321
The structure of 310 ring flange 311 is identical, to distinguish name herein convenient for distinguishing.By consolidating for bottom plate 321 and Section 4 standard paragraphs
The ring flange 311 for determining supporting element 310 is connected and fixed by fastener.Pass through bottom plate column and associated top plate column
The inserted links 327 such as pin shaft, bolt, which are inserted into, positioned at the mounting hole 326 of Different Plane carries out height adjustment.Pin shaft has compared to bolt
The advantages of agility of dismounting.
Integral steel platform mould bases is promoted, when it is rested between n-layer and n+1 layers, steel platform corbels support is held on n-th
On the corbels support device 300 of layer, it is specifically held on the vertical adjustment supporting element 320 of the corbels support device 300 of n-th layer
On corbels support frame 330, steel I-beam 331 and baffle 332 constitute H profile steel, and prevent steel platform by the baffle of H profile steel two sides
Corbels support double swerve.The corbels support device for installing n+1 layers simultaneously, the height of its non-bid section is adjusted according to process of climbing.
Steel platform mould bases is promoted again, is rested between n+1 layers and n+2 layers, steel platform corbels support is held on
On (n+1)th layer.N-layer corbels support device is removed simultaneously, and is installed on n+2 layers, adjusts its non-bid section according to process of climbing
Highly.And so on.
The present embodiment has many advantages, such as that structure is simple, can recycle, is low in cost, assembling and disassembling is convenient, can effectively protect
Demonstrate,prove construction safety of the integral steel platform inner cylinder outrigger of unilateral support construction in demolishing process.Segmented column structure is convenient for week
Turn to use.
The utility model is not limited to above-mentioned specific embodiment, all made each in the spirit and scope of the present embodiment
Kind variation and retouching, both are within the protection scope of the present invention.
Claims (10)
1. a kind of corbels support device, which is characterized in that including multiple vertical securing supports, vertical adjustment supporting element and bracket
Support frame, the corbels support frame are fixedly connected on the vertical adjustment supporting element, are led between the vertical securing supports
It crosses fastener to be detachably connected, the vertical adjustment supporting element and passes through fastener between the vertical securing supports at top
It is detachably connected.
2. corbels support device as described in claim 1, which is characterized in that the vertical securing supports include being arranged in parallel
Two pieces of ring flanges, and more root posts being connected between the ring flange are provided on the ring flange and wear for fastener
The through-hole crossed is connected with support rod between the adjacent column, is provided with stiffener plate between the column and ring flange.
3. corbels support device as described in claim 1, which is characterized in that the vertical adjustment supporting element includes fixation kit
With the adjusting component that can adjust height relative to the fixation kit.
4. corbels support device as claimed in claim 3, which is characterized in that the fixation kit includes bottom plate, the bottom plate
On be provided with bottom plate hole, more foundation plate columns are provided on the bottom plate；The adjusting component includes parallel with the bottom plate
The more top plate columns to match with the bottom plate column, the bottom plate column and top plate are distributed with downwards on the top plate for top plate
Multiple mounting holes of matching are provided on column to pass through after the top plate column is relative to the bottom plate post adjustment height
Plug-in unit passes through the mounting hole connection in same horizontal line.
5. corbels support device as claimed in claim 4, which is characterized in that the adjacent bottom plate column and/or top plate column
On be provided with connecting rod.
6. corbels support device as claimed in claim 4, which is characterized in that be provided with muscle between the bottom plate column and bottom plate
Gusset is provided between plate and/or the top plate column and top plate.
7. corbels support device as described in claim 1, which is characterized in that the corbels support frame includes steel I-beam, with
And it is set to the baffle of the side of the steel I-beam, the height of the baffle is greater than I-steel depth of beam.
8. corbels support device as claimed in claim 7, which is characterized in that the baffle is four, is distributed in the I-shaped
The both ends of girder steel side, there are gaps between the baffle of same side.
9. a kind of corbels support system, which is characterized in that including Shear-wall Connecting Beam Used, the Shear-wall Connecting Beam Used is detachable by bolt
Connection is just like corbels support device of any of claims 1-8.
10. corbels support system as claimed in claim 9, which is characterized in that the bolt is expansion bolt；Or the spiral shell
Bolt is the pre-embedded anchoring bolts being embedded in Shear-wall Connecting Beam Used.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821597789.3U CN209637200U (en) | 2018-09-29 | 2018-09-29 | Corbels support device and system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821597789.3U CN209637200U (en) | 2018-09-29 | 2018-09-29 | Corbels support device and system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209637200U true CN209637200U (en) | 2019-11-15 |
Family
ID=68472601
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821597789.3U Active CN209637200U (en) | 2018-09-29 | 2018-09-29 | Corbels support device and system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209637200U (en) |
-
2018
- 2018-09-29 CN CN201821597789.3U patent/CN209637200U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204098463U (en) | Builder's jack | |
| CN103352428A (en) | Suspension bridge cable bent tower beam non-support construction method | |
| CN205205667U (en) | Bearing bracket device | |
| CN103321155B (en) | Viaduct pier operation platform system and build this system and pour into a mould the method for bridge pier | |
| CN210507456U (en) | Standardized lower pedestrian crossing of hanging down of deep basal pit can have enough to meet need | |
| CN103628692B (en) | A kind of floor beam mounting bracket and use it to install the method for floor beam | |
| CN212582721U (en) | Bearing platform of tower crane for vertical tower of top plate of foundation garage | |
| CN209637200U (en) | Corbels support device and system | |
| CN209194354U (en) | High-altitude long-span binder base-supporting shellfish thunder support construction | |
| CN204059208U (en) | Tool-type assembling steel pipe post structure | |
| CN203307733U (en) | Construction platform system of concrete pier of viaduct | |
| CN202831628U (en) | Combined type bailey frame load-bearing shelving for pouring large span concrete beam | |
| RU146202U1 (en) | Dismountable flyovers for the quick arrangement of bridge crossings | |
| CN204059901U (en) | A kind of high-altitude construction operation platform | |
| CN207878284U (en) | Bailey beam cable saddle hoisting bracket | |
| CN215887884U (en) | Be applied to bailey frame steel trestle of deep basal pit construction | |
| CN206428986U (en) | A kind of detachable turnover type support jig | |
| CN206279783U (en) | Assembled construction safety channel | |
| CN102913007B (en) | Steel reinforcement processing shed and construction method therefor | |
| CN203640313U (en) | Floor beam installing support | |
| CN211473320U (en) | Tool type external hanging rack for corridor | |
| CN211815605U (en) | Construction device for pile column type pier tie beam and capping beam | |
| CN210002826U (en) | detachable welding platform for steel column construction | |
| CN204282788U (en) | Shaping type scaffold can be assembled | |
| CN209568359U (en) | A kind of falsework for the construction of outer-enwraped type Guard fence base |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |