CN204728554U - The integral structure of channel and double-deck operation platform - Google Patents
The integral structure of channel and double-deck operation platform Download PDFInfo
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- CN204728554U CN204728554U CN201520331443.9U CN201520331443U CN204728554U CN 204728554 U CN204728554 U CN 204728554U CN 201520331443 U CN201520331443 U CN 201520331443U CN 204728554 U CN204728554 U CN 204728554U
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- 239000000725 suspension Substances 0.000 claims abstract description 78
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 17
- 239000010959 steel Substances 0.000 claims abstract description 17
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 9
- 238000010276 construction Methods 0.000 abstract description 34
- 239000000463 material Substances 0.000 abstract description 4
- 238000009417 prefabrication Methods 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 6
- 238000009434 installation Methods 0.000 description 6
- 230000008901 benefit Effects 0.000 description 3
- 230000004888 barrier function Effects 0.000 description 2
- 238000005034 decoration Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000007689 inspection Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
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Abstract
The integral structure of a kind of channel and double-deck operation platform, be lifted on the steel roof joist of rise long-span structure, comprise some upper platform suspension rods that top is fixedly connected with steel roof joist by the first connector from top to bottom, the upper platform beam of upper platform suspension rod bottom is connected to by the second connector, the furred ceiling suspension rod that top is connected with upper platform beam bolt, the channel of furred ceiling suspension rod bottom is connected to by the 3rd connector, lower floor's platform suspension rod that top is connected with upper platform beam bolt, lower floor's landing beam of lower floor's platform suspension rod bottom is connected to by the 4th connector, each component can prefabrication Assembling, makes simple, without the need to setting up full hall scaffold, saving material economy space, doublely doing ceiling construction platform and channel, after ceiling construction completes, only need dismounting lower floor's platform suspension rod and lower floor's landing beam, practical, be particularly useful for rise long-span ceiling construction.
Description
Technical field
The utility model relates to high-altitude ceiling construction technical field, particularly the integral structure of a kind of channel and double-deck operation platform.
Background technology
At present, the large span projects such as large-scale indoor play place are risen gradually, indoor suspended ceiling height is high, span is large, and ground installation is complicated, what a line of mostly constructing in prior art can adopt is that traditional full hall scaffold sets up mode, can not simultaneously parallel cross construction, be not suitable for the job site that superelevation span is large and ground installation is complicated, on the one hand, upper strata construction and the construction of low dead zone can not be carried out simultaneously, on the other hand, the operation platform of full hall scaffold only has one deck, furred ceiling pipeline construction and ceiling board construction can not be carried out simultaneously, substantially prolongs the duration, therefore the construction of low dead zone how is realized, furred ceiling pipeline construction, ceiling decoration panel construction three carries out simultaneously, it is technical barrier urgently to be resolved hurrily in existing rise long-span ceiling construction technology.
Utility model content
The utility model object is the integral structure providing a kind of channel and double-deck operation platform, an i.e. high-altitude operation platform, solving in superaltitude large span ceiling construction when being suitable for full hall scaffold can not parallel cross construction, upper strata ceiling construction and the construction of low dead zone simultaneously can not be carried out simultaneously, furred ceiling pipeline construction and ceiling board construct and can not carry out simultaneously, substantially prolongs the technical barrier of duration.
For realizing above-mentioned technical purpose, the utility model takes following technical scheme:
The integral structure of a kind of channel and double-deck operation platform, be lifted on the furred ceiling steel roof joist of Super High longspan structure, it is characterized in that: comprise some upper platform suspension rods that top is fixedly connected with steel roof joist by the first connector from top to bottom, the upper platform beam of upper platform suspension rod bottom is connected to by the second connector, the furred ceiling suspension rod that top is connected with upper platform beam bolt, the channel of furred ceiling suspension rod bottom is connected to by the 3rd connector, lower floor's platform suspension rod that top is connected with upper platform beam bolt, lower floor's landing beam of lower floor's platform suspension rod bottom is connected to by the 4th connector, described lower floor platform depth of beam is lower than the height of channel, and both differences in height meet constructor and can construct to channel on lower floor's landing beam, described upper platform beam is equipped with upper platform scaffold floor, described lower floor landing beam is equipped with lower floor's platform legs palm.
As optimal technical scheme of the present utility model, between described upper platform suspension rod, be provided with bridging, the horizontal movement of opposing operation platform.
Preferred further, be provided with bridging between described lower floor platform suspension rod, the horizontal movement of opposing operation platform.
Preferably, described upper platform suspension rod, upper platform beam, lower floor's platform suspension rod and lower floor's landing beam are all high strength square tubes.
Further, described first connector is the securing member that two clamps fastened are formed, the reverse evagination of mid portion of two clamps blocks the bottom wing listrium of the steel roof joist of I shape, the upper flange of two clamps is fastenedly connected by split bolt, and lower wing plate is fastenedly connected by the middle split bolt through upper platform suspension rod.
A progressive step, described second connector is U-shaped connector, and the first half of two side plates of U-shaped connector is by being fastenedly connected through the split bolt of upper platform suspension rod, and described upper platform beam is laterally stuck in the U-lag bottom split bolt.
Preferably, described 3rd connector is hook-shaped hanging part, the top water flat board of described hook-shaped hanging part and bottom hook plate are for bend in the same way, after the bottom hook plate of hook-shaped hanging part hooks channel, both sides are connected and fixed by split bolt, open preformed hole in the middle of top water flat board, the bottom of described furred ceiling suspension rod is fixedly connected with top water flat board through adding nut after preformed hole.
Preferably, the described 4th connector side of being circular connector, opens preformed hole in the middle of its top board, and the bottom of described lower floor platform suspension rod is fixedly connected with top board through nutting after preformed hole, and described lower floor landing beam is laterally stuck in Fang Huan.
Compared with prior art, technical advantage of the present utility model is:
1, the utility model structure doublely can do ceiling construction platform and channel, without the need to setting up full hall scaffold, not only save material, dismounting lower floor's platform suspension rod and lower floor's landing beam is only needed namely to can be used as furred ceiling after ceiling construction completes, practical, be particularly useful for rise long-span ceiling construction;
2, only occupy the headroom of structure, do not cause interference to the construction of low dead zone, ceiling construction and the construction of low dead zone are carried out simultaneously, have been saved the duration;
3, double-decked platform people from station construction, constructor carries out furred ceiling pipeline construction at upper platform, and lower floor's platform carries out ceiling board installation, hang oneself top pipeline construction and ceiling board construction can carry out simultaneously, greatly saved the duration, economic benefit is obvious;
4, each component can prefabrication Assembling, makes simple, makes and short construction period, can very fast coming into operation after having designed; Select unique connector according to each node feature, according to load-bearing selected member material, guarantee construction safety while guaranteed strength, from heavy and light convenient disassembly.
Accompanying drawing explanation
Fig. 1 is the shaft side figure of the integral structure of the channel that relates to of the utility model and double-deck operation platform;
Fig. 2 is the elevation of the integral structure of the channel that relates to of the utility model and double-deck operation platform;
Fig. 3 is the left view of the integral structure of the channel that relates to of the utility model and double-deck operation platform;
Fig. 4 and Fig. 5 is the steel roof joist 1 that relates to of the utility model and the connected node schematic diagram of upper platform suspension rod 2;
Fig. 6 and Fig. 7 is the upper platform suspension rod 2 that relates to of the utility model and the connected node schematic diagram of upper platform beam 3;
Fig. 8 is the upper platform beam 3 that relates to of the utility model and the connected node schematic diagram of furred ceiling suspension rod 4 or lower floor's platform suspension rod 6;
Fig. 9 and Figure 10 is the furred ceiling suspension rod 4 that relates to of the utility model and the connected node schematic diagram of channel 5;
Figure 11 and Figure 12 is lower floor's platform suspension rod 6 of relating to of the utility model and the connected node schematic diagram of lower floor's landing beam 7.
Reference numeral: 1-steel roof joist, 2-upper platform suspension rod, 3-upper platform beam, 4-furred ceiling suspension rod, 5-channel, 6-lower floor platform suspension rod, 7-lower floor landing beam, 8-bridging, 9-upper platform scaffold floor, 10-lower floor platform legs palm, 11-split bolt, 12-first connector, 13-second connector, 14-the 3rd connector, 15-the 4th connector.
Detailed description of the invention
Be described principle of the present utility model and feature below in conjunction with accompanying drawing, example, only for explaining the utility model, is not intended to limit scope of the present utility model.
As Fig. 1, Fig. 2 and Fig. 3, the integral structure of a kind of channel and double-deck operation platform, be lifted on the steel roof joist 1 of rise long-span structure, it is characterized in that: comprise some upper platform suspension rods 2 that top is fixedly connected with steel roof joist 1 by the first connector 12 from top to bottom, the upper platform beam 3 of upper platform suspension rod 2 bottom is connected to by the second connector 13, top and the bolted furred ceiling suspension rod 4 of upper platform beam 3, the channel 5 of furred ceiling suspension rod 4 bottom is connected to by the 3rd connector 14, top and upper platform beam 3 bolted lower floor platform suspension rod 6, lower floor's landing beam 7 of lower floor's platform suspension rod 6 bottom is connected to by the 4th connector 15, the height of lower floor's landing beam 7 is lower than the height 1800 ~ 2200mm of channel 5, and both differences in height meet constructor and can construct to channel 5 on lower floor's landing beam 7, upper platform beam 3 is equipped with upper platform scaffold floor 9, lower floor's landing beam 7 is equipped with lower floor's platform legs palm 10.Be provided with bridging 8 between upper platform suspension rod 2, between lower floor's platform suspension rod 2, be provided with bridging 8.Upper platform suspension rod 2, upper platform beam 3, lower floor's platform suspension rod 6 and lower floor's landing beam 7 are all high strength square tubes, and the Box Section specification of upper platform suspension rod 2 is 60mm*40mm*4mm, and square tube arranging distance is 2.4 meters * 1.2 meters; The Box Section specification of upper platform beam 3 is 80mm*40mm*3mm, and spacing is 1.2 meters; The specification of furred ceiling suspension rod 4 is
10, lower floor's platform suspension rod 6 specification is
12, the Box Section specification of lower floor's landing beam 7 is 50mm*40mm*2mm, and bridging 8 selects specification to be the angle bar of 40mm*4mm, and the specification of bolt 11 is M12.Suspension rod spacing is 2.4 meters (between beam spacing) * 1.2 meters, channel and upper platform beam suspension rod bolt are fixed, spacing is 1.2 meters * 1.2 meters, and lower floor's landing beam and upper platform beam are fixed by suspension rod bolt, for the horizontal movement of opposing operation platform adopts bridging 8 to reinforce between suspension rod.
As Fig. 4 and Fig. 5, first connector 12 is the securing member that two clamps fastened are formed, the reverse evagination of mid portion of two clamps blocks the bottom wing listrium of the steel roof joist 1 of I shape, the upper flange of two clamps is fastenedly connected by split bolt, and lower wing plate is fastenedly connected by the middle split bolt through upper platform suspension rod 2.As Fig. 6 and Fig. 7, the second connector 13 is U-shaped connector, and the first half of two side plates of U-shaped connector is by being fastenedly connected through the split bolt of upper platform suspension rod 2, and upper platform beam 3 is laterally stuck in the U-lag bottom split bolt.Fig. 8 is the upper platform beam 3 that relates to of the utility model and the connected node schematic diagram of furred ceiling suspension rod 4 or lower floor's platform suspension rod 6.As Fig. 9 and Figure 10,3rd connector 14 is hook-shaped hanging part, the top water flat board of hook-shaped hanging part and bottom hook plate are for bend in the same way, the bottom hook plate of hook-shaped hanging part is hooked the rear both sides of channel 5 and is connected and fixed by split bolt, open preformed hole in the middle of top water flat board, the bottom of furred ceiling suspension rod 4 is fixedly connected with top water flat board through adding nut after preformed hole.As Figure 11 and Figure 12, the 4th connector 15 side of being circular connector, opens preformed hole in the middle of its top board, and the bottom of lower floor's platform suspension rod 6 is fixedly connected with top board through nutting after preformed hole, and lower floor's landing beam 7 is laterally stuck in Fang Huan.
The preparation method of the integral structure of the utility model channel and double-deck operation platform comprises the steps:
Step one, scantling are determined: the height of foundation furred ceiling real area and requirement, determine the size of each component;
Step 2, structure manufacture: according to determining that size carries out each structure manufacture, generally take factory produce, wherein upper platform suspension rod 2, upper platform beam 3, lower floor's platform suspension rod 6 and lower floor's landing beam 7 due to load-bearing comparatively greatly, its material selection high strength square tube;
Step 3, scene carry out ground assembling: carried out in turn being connected to become entirety by upper platform suspension rod 2, upper platform beam 3, furred ceiling suspension rod 4, channel 5, lower floor's platform suspension rod 6 and lower floor's landing beam 7 connector; With bridging 8, upper platform suspension rod 2 and lower floor's platform suspension rod 2 are strengthened;
Step 4, step 3 is mounted to carry out integral hoisting: what step 3 be mounted to carries out integral hoisting, rises to when upper platform suspension rod 2 connects with steel roof joist 1 and stops;
Step 5, upper platform suspension rod 2 and steel roof joist 1 to be fastenedly connected: be fastenedly connected and with the first connector 12, upper platform suspension rod 2 and steel roof joist 1 be fastenedly connected;
Step 6, overall quality inspection: the installation checking each node, guarantee to install firmly;
The laying of step 7, scaffold floor: lay upper platform scaffold floor 9 on upper platform beam 3, sets a layer platform legs palm 10 on lower floor's landing beam 7 upper berth, so far, makes construction and completes.
The utility model installs double-deck operation platform on steel roof joist, constructor climbs up two-layer operation platform by side stair and constructs, upper strata is as furred ceiling pipeline pipeline installation platform, lower floor is as decorative ceiling layer operation platform, solve existing operation platform traditional pin hand cradle constructure scheme and be not suitable for space superelevation, span is large, the technical problem of the high-altitude operation platform of the various facility complexity of bottom, achieve the ceiling decoration construction of high dead zone, the problem of parallel cross construction while of dynamo-electric installation and low dead zone part engineering, greatly save the construction period, economic benefit is obvious.
These are only preferred embodiment of the present utility model, not in order to limit the utility model, all within spirit of the present utility model and principle, any amendment done, equivalent replacement, improvement etc., all should be included within protection domain of the present utility model.
Claims (8)
1. the integral structure of a channel and double-deck operation platform, be lifted on the steel roof joist (1) of rise long-span structure, it is characterized in that: comprise some upper platform suspension rods (2) that top is fixedly connected with steel roof joist (1) by the first connector (12) from top to bottom, the upper platform beam (3) of upper platform suspension rod (2) bottom is connected to by the second connector (13), top and the bolted furred ceiling suspension rod (4) of upper platform beam (3), the channel (5) of furred ceiling suspension rod (4) bottom is connected to by the 3rd connector (14), top and upper platform beam (3) bolted lower floor platform suspension rod (6), lower floor's landing beam (7) of lower floor platform suspension rod (6) bottom is connected to by the 4th connector (15), the height of described lower floor landing beam (7) is lower than the height of channel (5), and both differences in height meet constructor and can construct to channel (5) on lower floor's landing beam (7), described upper platform beam (3) is equipped with upper platform scaffold floor (9), described lower floor landing beam (7) is equipped with lower floor's platform legs palm (10).
2. the integral structure of a kind of channel according to claim 1 and double-deck operation platform, is characterized in that: be provided with bridging (8) between described upper platform suspension rod (2).
3. the integral structure of a kind of channel according to claim 1 and 2 and double-deck operation platform, is characterized in that: be provided with bridging (8) between described lower floor's platform suspension rod (2).
4. the integral structure of a kind of channel according to claim 3 and double-deck operation platform, is characterized in that: described upper platform suspension rod (2), upper platform beam (3), lower floor's platform suspension rod (6) and lower floor's landing beam (7) are all high strength square tubes.
5. the integral structure of a kind of channel according to claim 3 and double-deck operation platform, it is characterized in that: described first connector (12) is the securing member that two clamps fastened are formed, the reverse evagination of mid portion of two clamps blocks the bottom wing listrium of the steel roof joist (1) of I shape, the upper flange of two clamps is fastenedly connected by split bolt, and lower wing plate is fastenedly connected by the middle split bolt through upper platform suspension rod (2).
6. the integral structure of a kind of channel according to claim 3 and double-deck operation platform, it is characterized in that: described second connector (13) is U-shaped connector, the first half of two side plates of U-shaped connector is by being fastenedly connected through the split bolt of upper platform suspension rod (2), and described upper platform beam (3) is laterally stuck in the U-lag bottom split bolt.
7. the integral structure of a kind of channel according to claim 3 and double-deck operation platform, it is characterized in that: described 3rd connector (14) is hook-shaped hanging part, the top water flat board of described hook-shaped hanging part and bottom hook plate are for bend in the same way, the bottom hook plate of hook-shaped hanging part is hooked channel (5) and is connected and fixed by split bolt both sides afterwards, open preformed hole in the middle of top water flat board, the bottom of described furred ceiling suspension rod (4) is fixedly connected with top water flat board through adding nut after preformed hole.
8. a kind of channel according to claim 3 ~ 7 any one and the integral structure of double-deck operation platform, it is characterized in that: described 4th connector (15) is square circular connector, preformed hole is opened in the middle of its top board, the bottom of described lower floor's platform suspension rod (6) is fixedly connected with top board through nutting after preformed hole, and described lower floor landing beam (7) is laterally stuck in Fang Huan.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520331443.9U CN204728554U (en) | 2015-05-21 | 2015-05-21 | The integral structure of channel and double-deck operation platform |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520331443.9U CN204728554U (en) | 2015-05-21 | 2015-05-21 | The integral structure of channel and double-deck operation platform |
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| CN204728554U true CN204728554U (en) | 2015-10-28 |
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| CN201520331443.9U Expired - Fee Related CN204728554U (en) | 2015-05-21 | 2015-05-21 | The integral structure of channel and double-deck operation platform |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104878867A (en) * | 2015-05-21 | 2015-09-02 | 中国建筑第二工程局有限公司 | Ceiling joist and double-layer construction platform integrated structure and manufacturing method thereof |
| CN107201725A (en) * | 2017-06-28 | 2017-09-26 | 杭州伟业建设集团有限公司 | A kind of steel box-girder decoration hanging scaffold and its construction method |
| CN111335535A (en) * | 2020-03-17 | 2020-06-26 | 南京尚艺良品科技有限公司 | Ceiling framework structure with open type pipeline fixer |
| CN113107134A (en) * | 2021-04-02 | 2021-07-13 | 苏州美瑞德建筑装饰有限公司 | Mounting design structure and mounting method of oversized special-shaped curved surface ceiling |
-
2015
- 2015-05-21 CN CN201520331443.9U patent/CN204728554U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104878867A (en) * | 2015-05-21 | 2015-09-02 | 中国建筑第二工程局有限公司 | Ceiling joist and double-layer construction platform integrated structure and manufacturing method thereof |
| CN107201725A (en) * | 2017-06-28 | 2017-09-26 | 杭州伟业建设集团有限公司 | A kind of steel box-girder decoration hanging scaffold and its construction method |
| CN111335535A (en) * | 2020-03-17 | 2020-06-26 | 南京尚艺良品科技有限公司 | Ceiling framework structure with open type pipeline fixer |
| CN113107134A (en) * | 2021-04-02 | 2021-07-13 | 苏州美瑞德建筑装饰有限公司 | Mounting design structure and mounting method of oversized special-shaped curved surface ceiling |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151028 |
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| CF01 | Termination of patent right due to non-payment of annual fee |