CN205875410U - A hang module system all for tube structure room panel construction - Google Patents
A hang module system all for tube structure room panel construction Download PDFInfo
- Publication number
- CN205875410U CN205875410U CN201620775282.7U CN201620775282U CN205875410U CN 205875410 U CN205875410 U CN 205875410U CN 201620775282 U CN201620775282 U CN 201620775282U CN 205875410 U CN205875410 U CN 205875410U
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- China
- Prior art keywords
- sliding formwork
- roof boarding
- hang
- internal frame
- tube structure
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Abstract
The utility model discloses a hang module system all for tube structure room panel construction, including forming the embedded ring on the section of thick bamboo wall top of barrel, be located below the roof boarding elevation and with embedded ring fixed connection's slipform inner tower, set up the support support body on the slipform inner tower to and the mechanism is held on the top that sets up between slipform inner tower and barrel inner wall. Hang the die carrier use through changing the slipform inner tower to do, make it to become the supporting platform that the roof boarding supported the support body to carrying out room panel construction, hanging the reinforcement mode that the die carrier adopted the pull -up, upper portion will be hung the die carrier with wire rope and carried out the drawknot with an embedded ring on wall top, hang and ask the top real with the U type between die carrier and the section of thick bamboo wall, prevent effectively that the support body from rocking, extend the application range and the live time that hang the module system interconnected system, reduce the construction degree of difficulty, reduction of erection time, reduce the danger coefficient, practice thrift construction cost.
Description
Technical field
This utility model relates to technical field of building construction, particularly relate to a kind of for tube structure roof boarding construction
Hang modular system.
Background technology
Tube structure is strong due to good rigidity, shock resistance, is widely used, especially in industrial building in building trade
Chimney, coal bunker, silo are widely applied, tube structure simple structure, mostly use sliding formwork form to carry out Wall Construction.In cylinder
Top, portion arranges roof boarding, and roof boarding conventional construction method is to set up full hall supporting frame, owing in tube structure, floor is higher,
Then in tube structure, roof boarding occurs that difficulty of construction is big, workload big, danger coefficient high.
Utility model content
The purpose of this utility model is for technological deficiency present in prior art, and provides a kind of tube structure roofing
Modular system is hung in plate construction.
Be the technical scheme is that by realizing the purpose of this utility model
The roof boarding construction method of a kind of tube structure, comprises the following steps,
1) by slding form operation method component tube structure and pre-buried ring is set on barrel top,
2), after barrel slding form operation, sliding formwork internal frame is split with sliding formwork outrigger and sliding formwork internal frame is dropped to roof boarding
Below absolute altitude；
4) with steel wire rope, synovial membrane internal frame is connected fixing for pre-buried ring drawknot, then that sliding formwork internal frame is solid relative to cylinder inboard wall
Fixed；
5) on sliding formwork internal frame, lay plank and channel-section steel and carry out supporting frame and set up and roofing construction.
In step 2) in also include utilizing sliding formwork internal frame with pre-buried ring that jack is corresponding fixing connects, the most again by sliding formwork
Frame and sliding formwork outrigger split and utilize jack that sliding formwork internal frame is dropped to below roof boarding absolute altitude, and described jack is at sliding formwork internal frame
Remove after Gu Ding.
A kind of hang modular system, including barrel top pre-buried being formed at cylinder for the construction of tube structure roof boarding
Ring, is positioned at below roof boarding absolute altitude and fixes, with described pre-buried ring, the sliding formwork internal frame being connected, being arranged on sliding formwork internal frame
Supporting frame, and it is arranged on the support agency between sliding formwork internal frame and cylinder inboard wall.
Described sliding formwork internal frame includes top boom and lower boom, and the top boom described in connecting and the web member of lower boom.
It is equipped with plank at described sliding formwork internal frame upper surface, described plank is provided with and described supporting frame
Corresponding channel-section steel.
Described support agency includes the U-shaped torr that afterbody is connected with sliding formwork internal frame, and is clamped in the supporting plate of U-shaped torr and interior
Flitch between wall.
Described sliding formwork internal frame and pre-buried ring connect by multiple steel wire ropes are fixing.
Compared with prior art, the beneficial effects of the utility model are:
Modular system is hung in the construction of this utility model roof boarding, hangs mould bases use by being changed by sliding formwork internal frame, makes room
The support platform of panel support support body, thus carry out roof boarding construction, hang mould bases and use the reinforcing mode of pull-up, top steel wire
Restrict and carry out drawknot by hanging the mould bases pre-buried ring with barrel top, hang between mould bases and barrel real with U-shaped jacking, effectively prevent support body
Rock, expanded range and the use time hanging modular system, reduce difficulty of construction, reduction of erection time, reduce dangerous system
Count, saved construction cost.
Accompanying drawing explanation
Fig. 1 show tube structure roof boarding of the present utility model construction and hangs the structural representation of modular system；
Fig. 2 show plan structure schematic diagram；
Fig. 3 show close-up schematic view.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, this utility model is described in further detail.Should be appreciated that this place
The specific embodiment described, only in order to explain this utility model, is not used to limit this utility model.
As Figure 1-3, the roof boarding construction method of tube structure of the present utility model, comprise the following steps,
1) by slding form operation method component tube structure and arrange pre-buried ring 1 on barrel top,
2), after barrel slding form operation, sliding formwork internal frame is split with sliding formwork outrigger and sliding formwork internal frame is dropped to roof boarding
Below absolute altitude；
4) with steel wire rope 2, synovial membrane internal frame is connected fixing for pre-buried ring drawknot, then by sliding formwork internal frame relative to cylinder inboard wall
Fixing；
5) on sliding formwork internal frame, lay plank and channel-section steel and carry out supporting frame and set up and roofing construction, wherein, at roofing
Sheathed sleeve pipe on steel wire rope it is additionally included in, such as pvc pipe so that finally by the step of steel wire rope extraction, finally by sleeve pipe during construction
Block, and sliding formwork internal frame may utilize hoisting mechanism etc. and it unloaded.
Specifically, in step 2) in also include utilizing sliding formwork internal frame with pre-buried ring that jack is corresponding fixing connects, then
Split and utilize jack that sliding formwork internal frame drops to below roof boarding absolute altitude, described jack sliding formwork internal frame and sliding formwork outrigger again
Remove after sliding formwork internal frame is fixing.
Construction method of the present utility model, uses the pre-buried ring on barrel top to achieve the mode hanging mould, has expanded sliding formwork
The use function of internal frame and use occasion, reduce construction cost, shortens construction period, and decreases the component of supporting frame
Highly, and the duration is short, workload is little, safe and reliable, it is to avoid bring the danger of fall injury when setting up too high support body, save
Duration, reduce cost, decrease labour force simultaneously and put into, achieve preferable economic and social benefit.
As Figure 1-3, of the present utility model for tube structure roof boarding construction hang modular system, including being formed at cylinder
The pre-buried ring 1 on the barrel top of body, is positioned at below roof boarding absolute altitude and is connected by steel wire rope 2 is fixing with described pre-buried ring
Sliding formwork internal frame, is arranged on the supporting frame on sliding formwork internal frame, and is arranged on holding between sliding formwork internal frame and cylinder inboard wall
Mechanism, to reduce the gap between barrel, increases friction and stability.
Wherein, described sliding formwork internal frame includes top boom 3 and lower boom 4, and the top boom described in connecting and lower boom
Web member 5, be equipped with plank 6 at described sliding formwork internal frame upper surface, described plank be provided with and described bracing frame
The channel-section steel 7 that body is corresponding.
Specifically, described support agency includes the U-shaped torr that afterbody is connected with sliding formwork internal frame, and is clamped in U-shaped torr
Flitch 9 between supporting plate 8 and inwall.Using U-shaped torr to draw materials convenient and bearing capacity strong, flitch increases contact area simultaneously, carries
The stability in the large of mould bases in high.
Modular system is hung in the construction of this utility model roof boarding, hangs mould bases use by being changed by sliding formwork internal frame, makes room
The support platform of panel support support body, thus carry out roof boarding construction, hang mould bases and use the reinforcing mode of pull-up, top steel wire
Restrict and carry out drawknot by hanging the mould bases pre-buried ring with barrel top, hang between mould bases and barrel real with U-shaped jacking, effectively prevent support body
Rock, expanded range and the use time hanging modular system, reduce difficulty of construction, reduction of erection time, reduce dangerous system
Count, saved construction cost.
The above is only preferred implementation of the present utility model, it is noted that general for the art
For logical technical staff, on the premise of without departing from this utility model principle, it is also possible to make some improvements and modifications, these change
Enter and retouch and also should be regarded as protection domain of the present utility model.
Claims (5)
1. one kind is hung modular system for what tube structure roof boarding was constructed, it is characterised in that include the barrel top being formed at cylinder
The pre-buried ring of end, is positioned at below roof boarding absolute altitude and fixes, with described pre-buried ring, the sliding formwork internal frame being connected, being arranged in sliding formwork
Supporting frame on frame, and it is arranged on the support agency between sliding formwork internal frame and cylinder inboard wall.
2. hang modular system for what tube structure roof boarding was constructed as claimed in claim 1, it is characterised in that described sliding formwork
Internal frame includes top boom and lower boom, and the top boom described in connecting and the web member of lower boom.
3. hang modular system for what tube structure roof boarding was constructed as claimed in claim 1, it is characterised in that in described cunning
Mould internal frame upper surface is equipped with plank, is provided with the channel-section steel corresponding with described supporting frame on described plank.
4. hang modular system for what tube structure roof boarding was constructed as claimed in claim 1, it is characterised in that described holds
Mechanism includes the U-shaped torr that afterbody is connected with sliding formwork internal frame, and is clamped in the flitch between the supporting plate of U-shaped torr and inwall.
5. hang modular system for what tube structure roof boarding was constructed as claimed in claim 1, it is characterised in that described sliding formwork
Internal frame and pre-buried ring connect by multiple steel wire ropes are fixing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620775282.7U CN205875410U (en) | 2016-07-20 | 2016-07-20 | A hang module system all for tube structure room panel construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620775282.7U CN205875410U (en) | 2016-07-20 | 2016-07-20 | A hang module system all for tube structure room panel construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205875410U true CN205875410U (en) | 2017-01-11 |
Family
ID=57698031
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620775282.7U Active CN205875410U (en) | 2016-07-20 | 2016-07-20 | A hang module system all for tube structure room panel construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205875410U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106223469A (en) * | 2016-07-20 | 2016-12-14 | 中冶天工集团有限公司 | Tube structure roof boarding construction method and hang modular system |
-
2016
- 2016-07-20 CN CN201620775282.7U patent/CN205875410U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106223469A (en) * | 2016-07-20 | 2016-12-14 | 中冶天工集团有限公司 | Tube structure roof boarding construction method and hang modular system |
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