CN206233567U - Profiled sheet installation temporary support - Google Patents
Profiled sheet installation temporary support Download PDFInfo
- Publication number
- CN206233567U CN206233567U CN201621290589.4U CN201621290589U CN206233567U CN 206233567 U CN206233567 U CN 206233567U CN 201621290589 U CN201621290589 U CN 201621290589U CN 206233567 U CN206233567 U CN 206233567U
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- CN
- China
- Prior art keywords
- supporting leg
- girder steel
- profiled sheet
- steel
- support
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- 238000009434 installation Methods 0.000 title claims abstract description 37
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 109
- 239000010959 steel Substances 0.000 claims abstract description 109
- 238000000034 method Methods 0.000 description 7
- 230000009286 beneficial effect Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 235000008331 Pinus X rigitaeda Nutrition 0.000 description 1
- 235000011613 Pinus brutia Nutrition 0.000 description 1
- 241000018646 Pinus brutia Species 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model is related to a kind of profiled sheet installation temporary support, including the support beam between the first girder steel and the second girder steel, the support beam to be set along the length direction of first girder steel and second girder steel；First supporting leg, is scalability supporting leg, and one end of first supporting leg is support on first girder steel, and the other end is articulated with the support beam；And second supporting leg, one end is support on second girder steel, and the other end is articulated with the support beam.By setting pressing plate shaped steel of the support beam come supporting erection between first, second girder steel between the first girder steel and the second girder steel, support beam is supported on first, second girder steel with the first supporting leg and the second supporting leg, wherein the first supporting leg is telescopic legs.So that the utility model plays a part of support to pressing plate shaped steel.It is time saving in practical operation, laborsaving, it is extremely convenient；Scalability leg length can be adjusted arbitrarily, and be not take up critical path.
Description
Technical field
The utility model is related to the realm of building construction, and in particular to a kind of profiled sheet installation temporary support.
Background technology
It is more universal as the situation of concrete floor module from metal pressing plate in steel building field.
Structured design phase is general to consider girder steel spacing compared with I haven't seen you for ages according to the properties of metal pressing plate, it is common practice that provide paving
If the respective nodes of profiled sheet and specify when girder steel spacing is more than certain value need in girder steel across a setting scaffold as facing
When support, carry out profiled sheet laying and follow-up concreting.In practice of construction, this feelings for needing to set up temporary support
Condition is also more universal, therefore designs a kind of profiled sheet installation temporary support convenient, beneficial to control duration and cost of constructing
Instrument is highly desirable to.
Traditional profiled sheet installation temporary support technique need to be in girder steel across setting up double-pole scaffold, support body tip shelf
If U-shaped bracket, bracket top laying flitch is adjacent to profiled sheet bottom and is supported.This kind of technique is needed in substructure face
Can just be carried out after completing construction, use condition limitation is stronger.The material of double support body consumption, artificial is set up in implementation process
It is more, and it is also relatively complicated, time-consuming more long to remove link.In the case where the duration is more nervous, traditional scaffold temporary support
It is difficult to realize to circulate the effect had bad luck, reuse.
Utility model content
In view of the above-mentioned installation temporary support of profiled sheet in the prior art has more drawback, the utility model is provided
A kind of profiled sheet installation temporary support, including：
Support beam between the first girder steel and the second girder steel, the support beam is along first girder steel and described second
The length direction of girder steel is set；
First supporting leg, is scalability supporting leg, and one end of first supporting leg is support on first girder steel, other end hinge
It is connected to the support beam；And
Second supporting leg, one end is support on second girder steel, and the other end is articulated with the support beam.
The beneficial effect of the utility model profiled sheet installation temporary support：
By between the first girder steel and the second girder steel set support beam come supporting erection between first, second girder steel
, be supported on support beam on first, second girder steel with the first supporting leg and the second supporting leg by pressing plate shaped steel, wherein the first supporting leg is to stretch
Contracting supporting leg.So that the utility model plays a part of support to pressing plate shaped steel.It is time saving in practical operation, laborsaving, it is extremely convenient；
Scalability leg length can be adjusted arbitrarily, only need to be by adjusting the length of retractility supporting leg in the case of different spans
Fill, and mount and dismount process simply, in actual applications extremely convenient；Use of the present utility model is to understructure face
No requirement (NR) is limited, and can also complete upper support in the case where lower concrete face does not complete installs, so as to be not take up critical path
Line.
The utility model profiled sheet installation temporary support further improvement is that, the support beam be section steel beam.
The utility model profiled sheet installation temporary support further improvement is that, first supporting leg and described
Two supporting legs are hinged by articulated elements with the support beam；First supporting leg and second supporting leg are connected respectively by connector
In first girder steel and second girder steel.
The utility model profiled sheet installation temporary support further improvement is that, the articulated elements include be connected to
The articulated slab of the support beam and the jointed shaft being inserted on the articulated slab, set on first supporting leg and second supporting leg
There is the jack plugged for the jointed shaft.
The utility model profiled sheet installation temporary support further improvement is that, the connector be connection end
Plate, the connection end plate is connected to first girder steel and second girder steel.
The utility model profiled sheet installation temporary support further improvement is that, first girder steel and described
Two girder steels are i shaped steel, and the connection end plate is fixed on the flange plate and web of the i shaped steel.
The utility model profiled sheet installation temporary support further improvement is that, first supporting leg includes：
First straddle, first straddle is provided with oval adjustment hole；
Second straddle, second straddle is provided with fixing hole；And
First fastener, is arranged in the oval adjustment hole and is fixed on the fixing hole.
The utility model profiled sheet installation temporary support further improvement is that, first straddle and described
Two straddle are the angle steel of mutual overlap joint.
The utility model profiled sheet installation temporary support further improvement is that, first straddle and described
Two straddle are the square tube of mutual socket.
Brief description of the drawings
Fig. 1 is the overall schematic of the utility model profiled sheet installation temporary support.
Fig. 2 is the oblique view of the utility model profiled sheet installation temporary support.
Fig. 3 is the front view of the utility model profiled sheet installation temporary support.
Fig. 4 is the oblique view of the first supporting leg of the utility model profiled sheet installation temporary support.
Fig. 5 is the decomposing schematic representation of the first supporting leg of the utility model profiled sheet installation temporary support.
Specific embodiment
The utility model is described in further detail with specific embodiment below in conjunction with the accompanying drawings.
Fig. 1, Fig. 2 and Fig. 3 are referred to, Fig. 1 shows the entirety of the utility model profiled sheet installation temporary support
Schematic diagram, Fig. 2 shows the oblique view of the utility model profiled sheet installation temporary support, and Fig. 3 shows the utility model
The front view of profiled sheet installation temporary support.
.Make interim in the bottom that the utility model is intended to the profiled sheet to being erected between the first girder steel and the second girder steel
Support, conveniently carries out profiled sheet laying and follow-up concreting.For this utility model provides a kind of profiled sheet peace
Dress temporary support, including：Support beam 1 between the first girder steel and the second girder steel, the support beam 1 is used for supporting die mould steel
The bottom of plate；The first supporting leg 3 is connected between first girder steel and support beam 1, second is connected between the second girder steel and support beam 1
Supporting leg 2, wherein, for convenience to the regulation of the height of support beam 1, the first supporting leg 3 is telescopic legs.Specifically, the first supporting leg 3
One end be supported in the first girder steel, the other end is articulated with support beam 1；One end of second supporting leg 2 is supported in the first girder steel, the other end
It is articulated with support beam 1.
Components above is described in detail below in conjunction with accompanying drawing and preferred embodiment：
Support beam 1 needs to meet certain intensity in structure as the support member of pressing plate shaped steel in the utility model, compared with
Good use section steel beam, section steel beam uses an elongated angle steel, and the first girder steel is arranged on along the length direction of first, second girder steel
With the second girder steel across with reduce the first girder steel and second girder steel across spacing.
Support beam 1 is located between the first girder steel and the second girder steel, and first is support on by the first supporting leg 3 and the second supporting leg 2
On girder steel and the second girder steel.For convenience of description, the first supporting leg 3 and the second supporting leg 2 have relative first end and the second end；First
The first end of the supporting leg 2 of supporting leg 3 and second is hinged by articulated elements with support beam 1；Second end of the first supporting leg 3 and the second supporting leg 2
Connected respectively by connector and be support on the first girder steel and the second girder steel.
The first supporting leg 3, the second supporting leg 2 are connected with support beam 1 by articulated elements, reach the effect for rotating regulation, it is convenient
Coordinate the flexible height to adjust support beam 1 of the first supporting leg 3.Articulated elements includes being connected to the articulated slab 17 of support beam 1 and inserts
Jointed shaft on articulated slab 17；The first end of the first supporting leg 3 and the second supporting leg 2 is provided with the jack plugged for jointed shaft.It is excellent
Choosing, articulated slab 17 is steel plate, is welded on elongated angle steel；Jointed shaft is the screw rod with nut, jack and is hinged shaft position
Fastened with nut after alignment.
The first supporting leg 3, the second supporting leg 2 are connected with support beam 1 by connector.Reach the first supporting leg 3 and second
Leg 2 is individually fixed in the effect on the first girder steel and the second girder steel.Connector is the company on the first girder steel and the second girder steel
End plate 14 is connect, the first supporting leg 3 is connected to the second end of the second supporting leg 2 and is connected on end plate 14.
Multiple first supporting legs 3 are arranged side by side between the girder steel of support beam 1 and first, between the girder steel of support beam 1 and second
Multiple second supporting legs 2 are arranged side by side.
Fig. 4 and Fig. 5 is referred to, the height of support beam 1, the first supporting leg 3 is adjusted when support beam 1 is installed for convenience
Using retractility supporting leg.Therefore, the first supporting leg 3 includes the first straddle 11 and the second straddle 12, the first straddle 11 is provided with oval
Adjustment hole 20, the second straddle 12 is provided with fixing hole 21, and oval adjustment hole 20 is worn with fixing hole 21 by the first fastener 16
It is fixed.Specifically, oval adjustment hole 20 is slotted hole, fixing hole 21 is circular hole；First fastener 16 is arranged in circular hole and oval
Kong Zhong, and position slip of first fastener 16 in slotted hole is adjustable.Preferably, the first fastener 16 is fixing bolt.
First straddle 11 and the second straddle 12 use angle steel or square tube, install and adjust to facilitate.Specifically, first point
When the straddle 12 of leg 11 and second is angle steel, the first straddle 11 and the second straddle 12 mutually overlap, in the first straddle 11 1
Side opens up slotted hole at two, and opposite side opens up circular hole at two.Second straddle 12 opens up circular hole at two in the side of relative position, separately
Side opens up slotted hole at two.Fixing bolt is set at circular hole everywhere after angle steel and angle steel overlap joint, is after unclamping fixing bolt
Can the first supporting leg 3 be i.e. by the length that changes the lap of splice of angle steel and angle steel to adjust the first supporting leg 3, after tightening fixing bolt
Fixed support can be formed.
When first straddle 11 and the second straddle 12 are square tube, the first straddle 11 and the second straddle 12 mutually connect together,
Slotted hole at two is opened up in the side of the first straddle 11, opposite side opens up circular hole at two.Second straddle 12 is in the side of relative position
Circular hole at two is opened up, opposite side opens up slotted hole at two.Fixing bolt, pine are set at circular hole everywhere after angle steel and angle steel overlap joint
The length of the first supporting leg 3 is adjusted by changing angle steel with the lap of splice of angle steel by opening after fixing bolt, fixed spiral shell is tightened
The first supporting leg 3 can form fixed support after bolt (this structure is specifically illustrating, but can be to be drawn according to description).
So that the first girder steel and the second girder steel are steel I-beam as an example, specific installation method of the present utility model is：
In practical operation, the utility model profiled sheet installation all parts of temporary support complete to process in factory,
Part is transported to after needing the position for adding temporary support, proceeds by the overall package of support.By the first supporting leg 3 and second
The corresponding connection end plate 14 of leg 2 is positioned over original structure steel beam flange and web intersection.Now the absolute altitude of elongated angle steel is not necessarily
Meet and require, can be by changing the length of telescopic legs and changing the angle of the first supporting leg 3 and the second supporting leg 2 and elongated angle steel
To adjust absolute altitude.Fixing bolt is unclamped, the lap of splice of angle steel 11 and angle steel 12 is adjusted so as to change the length of scalability supporting leg
Degree, tightens fixing bolt after the completion of adjustment, continue to adjust the angle of the first supporting leg 3 and elongated angle steel 1 to supporting surface level.Adjustment
After the completion of the elongated absolute altitude of angle steel 1 of repetition measurement, after repeating above step until elongated angle steel 1 reaches required absolute altitude, confirm all fixations
After bolt non-loosening, start to lay profiled sheet.
Take above technical scheme so that with following beneficial effect：
The utility model major part is angle steel, with small volume, lightweight advantage, time saving in practical operation, province
Power is extremely convenient；Scalability leg length can be adjusted arbitrarily, only need to be by adjusting retractility branch in the case of different spans
The length of leg can be filled, and installation and removal process is simple, in actual applications extremely convenient；It is of the present utility model to use
The no requirement (NR) of understructure face is limited, can also complete upper support in the case where lower concrete face does not complete installs, so that
It is not take up critical path.
The utility model is described in detail above in association with accompanying drawing embodiment, those skilled in the art can root
Many variations example is made to the utility model according to described above.Thus, some of embodiment details should not be constituted to this practicality
New restriction, the scope that the utility model will be defined using appended claims is used as protection domain of the present utility model.
Claims (9)
1. a kind of profiled sheet installation temporary support, it is characterised in that including
Support beam between the first girder steel and the second girder steel, the support beam is along first girder steel and second girder steel
Length direction set；
First supporting leg, is scalability supporting leg, and one end of first supporting leg is support on first girder steel, and the other end is articulated with
The support beam；And
Second supporting leg, one end is support on second girder steel, and the other end is articulated with the support beam.
2. profiled sheet installation temporary support according to claim 1, it is characterised in that：The support beam is shaped steel
Beam.
3. profiled sheet installation temporary support according to claim 1, it is characterised in that：First supporting leg and described
Second supporting leg is hinged by articulated elements with the support beam；First supporting leg and second supporting leg are connected respectively by connector
It is connected to first girder steel and second girder steel.
4. profiled sheet installation temporary support according to claim 3, it is characterised in that：The articulated elements includes connection
In the articulated slab and the jointed shaft that is inserted on the articulated slab of the support beam, on first supporting leg and second supporting leg
It is provided with the jack plugged for the jointed shaft.
5. profiled sheet installation temporary support according to claim 3, it is characterised in that：The connector is connection end
Plate, the connection end plate is connected to first girder steel and second girder steel.
6. profiled sheet installation temporary support according to claim 5, it is characterised in that：First girder steel with it is described
Second girder steel is i shaped steel, and the connection end plate is fixed on the bottom flange plate and web of the i shaped steel.
7. profiled sheet installation temporary support according to claim 1, it is characterised in that：First supporting leg includes：
First straddle, first straddle is provided with oval adjustment hole；
Second straddle, second straddle is provided with fixing hole；And
First fastener, is arranged in the oval adjustment hole and is fixed on the fixing hole.
8. profiled sheet installation temporary support according to claim 7, it is characterised in that：First straddle and described
Second straddle is the angle steel of mutual overlap joint.
9. profiled sheet installation temporary support according to claim 7, it is characterised in that：First straddle and described
Second straddle is the square tube of mutual socket.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621290589.4U CN206233567U (en) | 2016-11-29 | 2016-11-29 | Profiled sheet installation temporary support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621290589.4U CN206233567U (en) | 2016-11-29 | 2016-11-29 | Profiled sheet installation temporary support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206233567U true CN206233567U (en) | 2017-06-09 |
Family
ID=58981125
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621290589.4U Expired - Fee Related CN206233567U (en) | 2016-11-29 | 2016-11-29 | Profiled sheet installation temporary support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206233567U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109812005A (en) * | 2019-01-31 | 2019-05-28 | 中国建筑第八工程局有限公司 | The support device and its construction method of cantilevered plate on fashioned iron |
| CN110984566A (en) * | 2019-12-05 | 2020-04-10 | 中国三冶集团有限公司 | Reinforced concrete rammed floor support and construction method |
| CN112160422A (en) * | 2020-09-30 | 2021-01-01 | 中建八局科技建设有限公司 | Connecting structure of profiled steel sheet and steel beam and construction method thereof |
-
2016
- 2016-11-29 CN CN201621290589.4U patent/CN206233567U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109812005A (en) * | 2019-01-31 | 2019-05-28 | 中国建筑第八工程局有限公司 | The support device and its construction method of cantilevered plate on fashioned iron |
| CN110984566A (en) * | 2019-12-05 | 2020-04-10 | 中国三冶集团有限公司 | Reinforced concrete rammed floor support and construction method |
| CN112160422A (en) * | 2020-09-30 | 2021-01-01 | 中建八局科技建设有限公司 | Connecting structure of profiled steel sheet and steel beam and construction method thereof |
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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 |
Granted publication date: 20170609 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |