CN208072990U - CONSTRUCTION OPERATIONS platform - Google Patents
CONSTRUCTION OPERATIONS platform Download PDFInfo
- Publication number
- CN208072990U CN208072990U CN201820373245.2U CN201820373245U CN208072990U CN 208072990 U CN208072990 U CN 208072990U CN 201820373245 U CN201820373245 U CN 201820373245U CN 208072990 U CN208072990 U CN 208072990U
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- CN
- China
- Prior art keywords
- steel wire
- wire rope
- zipper
- zipper steel
- main
- 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.)
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Abstract
The utility model provides a kind of CONSTRUCTION OPERATIONS platform, it include the steel wire cable net being formed by connecting by main zipper steel wire rope and time zipper steel wire rope, bottom end is connected with main zipper steel wire rope, to constitute the sling cable lifted to steel wire cable net, main zipper steel wire rope and time zipper steel wire rope respectively include load-bearing section and linkage section, the diameter of secondary zipper steel wire rope is less than the diameter of main zipper steel wire rope, the setting equal with time diameter of zipper steel wire rope of sling cable diameter.CONSTRUCTION OPERATIONS platform described in the utility model, steel wire cable net is lifted by using steel wire cable net and by the way that sling cable is arranged, and then it can directly be assembled downwards by lighting roof when in use, avoid the trouble assembled by ground when assembling steel pipe scaffold, and steel wire cable net is compared to the advantage that steel pipe scaffold also has structure slim and graceful, easy to assembly.
Description
Technical field
The utility model is related to support technology field for building, more particularly to a kind of CONSTRUCTION OPERATIONS platform.
Background technology
In construction, operating platform is indispensable interim setting, provides a safety for construction personnel, consolidates
Operation supporting surface, and some lighting roofs construction in, since lighting roof is higher apart from ground, set up steel pipe scaffold on the one hand
The complex construction volume of structure is larger, causes construction period longer, and occupied space is larger and lead again for another aspect steel pipe scaffold
Cause cannot be satisfied construction requirement.
Utility model content
In view of this, the utility model is directed to a kind of CONSTRUCTION OPERATIONS platform, to avoid it is in the prior art not
Foot, and there is preferable using effect.
In order to achieve the above objectives, the technical solution of the utility model is realized in：
A kind of CONSTRUCTION OPERATIONS platform includes the steel wire rope being formed by connecting by main zipper steel wire rope and time zipper steel wire rope
Rope net, bottom end are connected with the main zipper steel wire rope, to constitute the sling cable lifted to the steel wire cable net, Yi Jipu
The scaffold board online set on the steel wire cable, the main zipper steel wire rope and time zipper steel wire rope respectively include installing the foot
The load-bearing section of palm, and it is shaped in load-bearing section both ends respectively to constitute the linkage section being connect with building body, institute
State the diameter that time diameter of zipper steel wire rope is less than the main zipper steel wire rope, the sling cable diameter and the secondary zipper
The equal setting of diameter of steel wire rope.
Further, the main zipper steel wire rope and time zipper steel wire rope intersection are fixed on together via connector.
Further, the connector includes the U-bolt for the main zipper steel wire penetrating, in the U-bolt
It is formed with the strip-shaped hole crossed for the secondary zipper steel wire rope in two side arms, further includes the secondary zipper steel wire rope both sides that are placed in
First pressing plate and the second pressing plate, under the driving of locking nut, first pressing plate and the second pressing plate are because along the U-bolt two
Side arm length direction slides and constitutes the clamping to the main zipper steel wire rope and time zipper steel wire rope.
Further, the scaffold board includes the supporting rack being connected with the steel wire cable net, and is set to the support
Scaffold board ontology on frame is formed with anti-skidding raised line in the scaffold board body upper surface.
Further, it is formed with along support frame as described above length direction embedding for the main zipper steel wire rope or secondary zipper steel wire rope
The holding tank of dress drives the main zipper steel wire rope or secondary zipper steel wire rope to be clamped in the appearance in being provided on support frame as described above
The clamp assembly received in slot.
Further, the clamp assembly includes clamp arm of the rotation set on the holding tank side, and set on described
Holding tank both sides and the gap being connected with the holding tank, the clamp arm has along the gap under the driving of external force
Overturn and constitute the clamping of the main zipper steel wire rope or secondary zipper steel wire rope.
Compared with the existing technology, the utility model has the advantage that：
(1) CONSTRUCTION OPERATIONS platform described in the utility model, by using steel wire cable net and by the way that hoist cable is arranged
Steel wire rope lifts steel wire cable net, and then can directly be assembled downwards by lighting roof when in use, and a group steel loading is avoided
The trouble assembled by ground when pin hand cradle, and steel wire cable net also has structure slim and graceful compared to steel pipe scaffold, group
Convenient advantage is filled, and load-bearing section and linkage section are integrally formed are arranged respectively by main zipper steel wire rope and time zipper steel wire rope, one
Aspect is convenient for live selection on the spot, on the other hand also allows for fabricating, and by the diameter and sling steel wire of secondary zipper steel wire rope
The equal setting of rope diameter, and less than main zipper wirerope diameter is less than, on the one hand can guarantee overall construction intensity, another aspect
It can be convenient for integrally-built light-weight design.
(2) main zipper steel wire rope and time zipper steel wire rope intersection are fixed on and integrally-built stability can be improved together.
(3) connector uses U-bolt, the first pressing plate and the second pressing plate, simple and reliable for structure, convenient for manufacturing and designing.
(4) scaffold board uses the split structure of supporting rack and scaffold board ontology, can be convenient for being connected with steel wire cable net, and
Ensure the structural strength of scaffold board, and anti-skidding raised line, which is arranged, can increase frictional force between construction personnel and scaffold board ontology, prevent
Sole skids when only working.
(5) by the way that holding tank is arranged on supporting rack, and then when mounted can be by main zipper steel wire rope or secondary zipper steel wire
Rope is arranged in holding tank, improves the stability of supporting rack.
(6) clamp assembly uses clamp arm, simple and reliable for structure.
Description of the drawings
The attached drawing for constituting the part of the utility model is used to provide a further understanding of the present invention, this practicality is new
The illustrative embodiments and their description of type are not constituted improper limits to the present invention for explaining the utility model.?
In attached drawing：
Fig. 1 is the front view of the CONSTRUCTION OPERATIONS platform described in the utility model embodiment；
Fig. 2 is the CONSTRUCTION OPERATIONS platform vertical view described in the utility model embodiment；
Fig. 3 is main zipper steel wire rope described in the utility model embodiment and time zipper steel wire rope and building body connection signal
Figure；
Fig. 4 is the main zipper steel wire rope and sling cable connection diagram described in the utility model embodiment；
Fig. 5 is the sling cable and lighting roof schematic diagram described in the utility model embodiment；
Fig. 6 is the structural schematic diagram of the connector described in the utility model embodiment；
Fig. 7 is the structural schematic diagram of the scaffold board described in the utility model embodiment；
Fig. 8 is the structural schematic diagram under another angle of scaffold board described in the utility model embodiment；
Fig. 9 is the portions A partial enlarged view in Fig. 8；
Part scaffold board laying structure schematic diagram described in Figure 10 the utility model embodiments；
Reference sign：
1- steel wire cable nets, the main zipper steel wire ropes of 101-, 102- zipper steel wire rope, 2- sling cables, 3- load-bearing sections,
4- linkage sections, 5- building bodies, 6- rope cards, 7- lighting roofs, 8- scaffold boards, 801- supporting racks, 8011- long margin frames, 8012- short sides
Frame, 802- scaffold board ontologies, 9-U type bolts, 10- strip-shaped holes, the first pressing plates of 11-, the second pressing plates of 12-, 13- locking nuts, 14-
Anti-skidding raised line, 15- reinforcing ribs, 16- holding tanks, 17- clamp arms, 18- gap, 19- mounting plates, 20- drive-connecting shafts, 21- second lock
Tight nut.
Specific implementation mode
It should be noted that in the absence of conflict, the feature in the embodiments of the present invention and embodiment can
To be combined with each other.
The utility model will be described in detail below with reference to the accompanying drawings and embodiments.
The present embodiment is related to a kind of CONSTRUCTION OPERATIONS platform, as depicted in figs. 1 and 2 comprising by main zipper steel wire rope
The 101 steel wire cable nets 1 being formed by connecting with time zipper steel wire rope 102, bottom end are connected with main zipper steel wire rope 101, with composition pair
The sling cable 2 that steel wire cable net 1 lifts.In structure above-mentioned, main zipper steel wire rope 101 and time zipper steel wire rope 102 are
It is a plurality of for what is be arranged side by side, to form above-mentioned steel wire cable net, as shown in figure 3, main 101 He of zipper steel wire rope in the present embodiment
Secondary zipper steel wire rope 102 respectively includes installing the load-bearing section 3 of scaffold board described below, and is shaped in load-bearing section respectively
To constitute the linkage section being connect with building body 54, which can be concrete structure, steel construction or main joist knot at 3 both ends
Structure closes up with load-bearing section 3 after the free end of linkage section 4 can be wound to building body 5 in connection, and is fixed on one by card 6 of restricting
It rises.Sling cable 2 can be as shown in figure 4, by sling cable when being connect with main zipper steel wire rope 101 in the present embodiment
2 bottom end is also closed up with 2 main body of sling cable after winding main zipper steel wire rope 101, and by restricting, card 6 is fixed, this implementation
The top of sling cable 2 can be directly fixed on lighting roof 7 in example, as shown in figure 5, rolling up the top of sling cable 2
Close up with 2 main body of sling cable around after lighting roof 7, and is connected with 2 main body of sling cable by card 6 of restricting, this reality
It is existing structure to apply rope card 6 in example, and details are not described herein.
In above-mentioned structure, wherein the diameter of secondary zipper steel wire rope 102 is less than the diameter of main zipper steel wire rope 101, and it is secondary
The setting equal with 2 diameter of sling cable of the diameter of zipper steel wire rope 102, the diameter by using secondary zipper steel wire rope 102 are small
In main zipper steel wire rope 101 and 2 diameter equivalent setting of sling cable, integrally-built intensity, another party on the one hand can guarantee
Face can also reduce construction weight, reduce the carrying of lighting roof 7.In order to improve the stability of steel wire cable net 1, as shown in fig. 6, this
Main zipper steel wire rope 101 and time 102 intersection of zipper steel wire rope are fixed on together via connector in embodiment.The connector
Include the U-bolt 9 passed through for main zipper steel wire rope 101, and is formed with for time zipper steel wire rope in 9 two side arms of U-bolt
102 strip-shaped holes 10 crossed further include be placed in time 102 both sides the first pressing plate 11 of zipper steel wire rope and the second pressing plate 12, make
Locking nut 13 can be arranged in two free ends of U-bolt 9 in used time, and by precession locking nut 13, to drive the first pressure
Plate 11 and the second pressing plate 12 along 9 two side arms length direction of U-bolt because sliding, to may make up to main 101 He of zipper steel wire rope
The clamping of secondary zipper steel wire rope 102.By the way that strip-shaped hole 10 is arranged in the present embodiment, it may make time zipper steel wire rope 102 with first
Pressing plate 11 is slided along 9 side arm of U-bolt together, is deformed in clamping process pair to can avoid time zipper steel wire rope 102
Its architectural characteristic impacts.
As shown in Figure 10, scaffold board 8 is also equipped in the present embodiment on steel wire cable net 1, such as Fig. 7 and Fig. 8, the foot hand
Plate 8 includes the supporting rack 801 being connected with steel wire cable net 1, and the scaffold board ontology 802 on supporting rack 801, this implementation
The generally cuboid framework structure of supporting rack 801 in example comprising two long margin frames 8011 disposed in parallel, and it is connected to two
Short frame 8012 between a long margin frame 8011.Supporting rack 801 and scaffold board ontology 802 can be connected by welding in the present embodiment
Or bolt assembly connection.In addition, in the present embodiment also anti-skidding raised line 14 can be formed in 802 upper surface of scaffold board ontology.And
In order to improve scaffold board ontology 802 and 801 connective stability of supporting rack, in scaffold board ontology 802 and supporting rack in the present embodiment
Reinforcing rib 15 is connected between 801, which can be the multiple of the setting of ring supporting rack 801, while in the present embodiment
It can be separately connected supporting rib not shown in the figure between two long margin frames 8011 and two short frames 8012, with to scaffold board
Ontology 802 is supported.
Shown in Fig. 8 combinations Fig. 9, it is connect with steel wire cable net 1 for the ease of scaffold board 8, along long margin frame in the present embodiment
8011 length directions are formed with for the embedded holding tank 16 of main zipper steel wire rope 101 or secondary zipper steel wire rope 102, and in long margin frame
The clamping group that main zipper steel wire rope 101 or secondary zipper steel wire rope 102 to being contained in holding tank 16 clamp is provided on 8011
Part.The clamp assembly include rotation set on 8011 side of long margin frame clamp arm 17, and set on 16 both sides of holding tank and with appearance
The gap 18 that slot 16 of receiving is connected, clamp arm 17 has under the driving of external force constitutes main zipper steel wire along the overturning of gap 18
The clamping of 101 or secondary zipper steel wire ropes 102 of rope.Certainly, structure in the prior art can be used in scaffold board 8 in the present embodiment, and
The connection type that steel wire bundle can be used is connect with main zipper steel wire rope 101 and/or secondary zipper steel wire rope 102, if being laid with
There are dead angles at wall in journey, and the paving mode of scaffold board 8 can be changed or use scaffold board compatible with dead angle 8 instead.
In above-mentioned structure, wherein the length of clamp arm 17 is more than the thickness of long margin frame 8011, for the ease of clamp arm 17
Rotation arrangement, mounting plate 19 is provided in the present embodiment on the inner wall of long margin frame 8011, and the mounting plate 19 is to be placed in
Two of 18 both sides of above-mentioned gap, what one end of clamp arm 17 was then rotated via drive-connecting shaft 20 be set to two mounting plates 19 it
Between, in order to which clamp arm 17 can be lock onto on long margin frame 8011, the second locking screw is bolted in the present embodiment on clamp arm 17
Mother 21.When in use, secondary zipper steel wire rope 102 can be placed on 16 bottom wall of holding tank, and drive clamp arm 17 along gap 18 into
Row overturning stops overturning when clamp arm 17 and 8011 outer wall of long margin frame are perpendicular, and the second above-mentioned at this time locking nut 21 is
Positioned at the outside of long margin frame 8011, i.e., abutted with long margin frame 8011 by the second locking nut of precession 21.It is noticeable
It is that time 102 diameter of zipper steel wire rope should meet in the present embodiment：When secondary zipper steel wire rope 102 is in placement in holding tank 16,
Overhead height should be higher than that the bottom surface of gap 18, so that clamp arm 17 can be formed in switching process with secondary zipper steel wire rope 102
Extrusion fit.In addition, in order to increase clamp arm 17 and time frictional force of zipper steel wire rope 102, can also clamped in the present embodiment
Multiple tip protrusions not shown in the figure are set on the peripheral surface of arm 17, so as to be engaged with the formation of secondary zipper steel wire rope 102.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, 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 (6)
1. a kind of CONSTRUCTION OPERATIONS platform includes the steel wire cable being formed by connecting by main zipper steel wire rope and time zipper steel wire rope
Net, bottom end is connected with the main zipper steel wire rope, to constitute the sling cable lifted to the steel wire cable net, and is laid with
In the online scaffold board of the steel wire cable, it is characterised in that：The main zipper steel wire rope and time zipper steel wire rope respectively include
The load-bearing section of the scaffold board is installed, and is shaped in load-bearing section both ends respectively, connect with building body with constituting
Linkage section, the diameter of the secondary zipper steel wire rope is less than the diameter of the main zipper steel wire rope, the sling cable diameter
Setting equal with the secondary diameter of zipper steel wire rope.
2. CONSTRUCTION OPERATIONS platform according to claim 1, it is characterised in that：The main zipper steel wire rope and time zipper
Steel wire rope intersection is fixed on together via connector.
3. CONSTRUCTION OPERATIONS platform according to claim 2, it is characterised in that：The connector includes supplying the main drawing
The U-bolt for locking steel wire penetrating, in being formed with the bar shaped crossed for the secondary zipper steel wire rope in the U-bolt two side arms
Hole, further includes be placed in the first pressing plate of the secondary zipper steel wire rope both sides and the second pressing plate, described under the driving of locking nut
First pressing plate and the second pressing plate constitute because being slided along the U-bolt two side arms length direction to the main zipper steel wire rope and
The clamping of secondary zipper steel wire rope.
4. CONSTRUCTION OPERATIONS platform according to any one of claim 1 to 3, it is characterised in that：The scaffold board packet
The supporting rack being connected with the steel wire cable net, and the scaffold board ontology on support frame as described above are included, in the scaffold board
Body upper surface is formed with anti-skidding raised line.
5. CONSTRUCTION OPERATIONS platform according to claim 4, it is characterised in that：It is formed along support frame as described above length direction
Have for the embedded holding tank of the main zipper steel wire rope or secondary zipper steel wire rope, the master is driven in being provided on support frame as described above
Zipper steel wire rope or secondary zipper steel wire rope are clamped in the clamp assembly in the holding tank.
6. CONSTRUCTION OPERATIONS platform according to claim 5, it is characterised in that：The clamp assembly includes that rotation is set to
The clamp arm of the holding tank side, and set on the holding tank both sides and the gap that is connected with the holding tank, outside
The clamp arm has under the driving of power constitutes the main zipper steel wire rope or secondary zipper steel wire rope along the overturning of the gap
Clamping.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820373245.2U CN208072990U (en) | 2018-03-19 | 2018-03-19 | CONSTRUCTION OPERATIONS platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820373245.2U CN208072990U (en) | 2018-03-19 | 2018-03-19 | CONSTRUCTION OPERATIONS platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208072990U true CN208072990U (en) | 2018-11-09 |
Family
ID=64047171
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820373245.2U Expired - Fee Related CN208072990U (en) | 2018-03-19 | 2018-03-19 | CONSTRUCTION OPERATIONS platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208072990U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112758628A (en) * | 2020-12-29 | 2021-05-07 | 中煤科工集团沈阳设计研究院有限公司 | Drag-line longitudinal positioning device for hanging carrier roller of belt conveyor |
| CN112758603A (en) * | 2020-12-29 | 2021-05-07 | 中煤科工集团沈阳设计研究院有限公司 | Cable type longitudinal positioning device for hanging return roller of belt conveyor |
-
2018
- 2018-03-19 CN CN201820373245.2U patent/CN208072990U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112758628A (en) * | 2020-12-29 | 2021-05-07 | 中煤科工集团沈阳设计研究院有限公司 | Drag-line longitudinal positioning device for hanging carrier roller of belt conveyor |
| CN112758603A (en) * | 2020-12-29 | 2021-05-07 | 中煤科工集团沈阳设计研究院有限公司 | Cable type longitudinal positioning device for hanging return roller of belt conveyor |
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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: 20181109 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |