CN106223469A - Tube structure roof boarding construction method and hang modular system - Google Patents
Tube structure roof boarding construction method and hang modular system Download PDFInfo
- Publication number
- CN106223469A CN106223469A CN201610584572.8A CN201610584572A CN106223469A CN 106223469 A CN106223469 A CN 106223469A CN 201610584572 A CN201610584572 A CN 201610584572A CN 106223469 A CN106223469 A CN 106223469A
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- CN
- China
- Prior art keywords
- sliding formwork
- internal frame
- roof boarding
- construction
- formwork internal
- 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.)
- Pending
Links
- 238000010276 construction Methods 0.000 title claims abstract description 40
- 238000009415 formwork Methods 0.000 claims abstract description 61
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 19
- 239000010959 steel Substances 0.000 claims abstract description 19
- 238000000034 method Methods 0.000 claims abstract description 4
- 210000001258 synovial membrane Anatomy 0.000 claims abstract description 4
- 230000009467 reduction Effects 0.000 abstract description 3
- 230000003014 reinforcing effect Effects 0.000 abstract description 3
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 208000027418 Wounds and injury Diseases 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 239000003245 coal Substances 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000605 extraction Methods 0.000 description 1
- 208000014674 injury Diseases 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
- E04G3/30—Mobile scaffolds; Scaffolds with mobile platforms suspended by flexible supporting elements, e.g. cables
Abstract
The invention discloses the roof boarding construction method of a kind of tube structure, comprise 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 below roof boarding absolute altitude；4) with steel wire rope, synovial membrane internal frame is connected fixing for pre-buried ring drawknot, then sliding formwork internal frame is fixed relative to cylinder inboard wall；5) on sliding formwork internal frame, lay plank and channel-section steel and carry out supporting frame and set up and roofing construction.Also disclose construction system simultaneously.Modular system is hung in roof boarding of the present invention construction, mould bases use is hung by being changed by sliding formwork internal frame, make the support platform of roof boarding supporting frame, thus carry out roof boarding construction, hang mould bases and use the reinforcing mode of pull-up, top steel wire rope carries 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 from rocking, expand range and the use time hanging modular system, reduced difficulty of construction, reduction of erection time, reduce danger coefficient, saved construction cost.
Description
Technical field
The present invention relates to technical field of building construction, particularly relate to a kind of tube structure roof boarding construction method and hang mould
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.
Summary of the invention
It is an object of the invention to for technological deficiency present in prior art, and provide a kind of tube structure roof boarding to execute
Work hangs modular system.
Be the technical scheme is that by realizing the purpose of the present invention
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.
Modular system is hung in a kind of tube structure roof boarding construction, including the pre-buried ring on the barrel top being formed at cylinder, is positioned at
Fix, below roof boarding absolute altitude and with described pre-buried ring, the sliding formwork internal frame being connected, be arranged on the bracing frame on sliding formwork internal frame
Body, 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 invention has the beneficial effects as follows:
Modular system is hung in roof boarding of the present invention construction, hangs mould bases use by being changed by sliding formwork internal frame, makes roof boarding
The support platform of supporting frame, thus carry out roof boarding construction, to hang mould bases and use the reinforcing mode of pull-up, top will with steel wire rope
The pre-buried ring hanging mould bases and barrel top carries out drawknot, hangs between mould bases and barrel real with U-shaped jacking, effectively prevents support body from shaking
Dynamic, expanded range and the use time hanging modular system, reduce difficulty of construction, reduction of erection time, reduce danger coefficient,
Save construction cost.
Accompanying drawing explanation
Fig. 1 show the tube structure roof boarding construction of the present invention 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, the present invention is described in further detail.Should be appreciated that described herein
Specific embodiment only in order to explain the present invention, be not intended to limit the present invention.
As Figure 1-3, the roof boarding construction method of the tube structure of the present invention, 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.
The construction method of the present invention, uses the pre-buried ring on barrel top to achieve the mode hanging mould, has expanded sliding formwork internal frame
Use function and use occasion, reduce construction cost, shorten construction period, and the component decreasing supporting frame is high
Degree, 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, the tube structure roof boarding construction of the present invention hangs modular system, including the barrel top being formed at cylinder
The pre-buried ring 1 of end, is positioned at below roof boarding absolute altitude and with described pre-buried ring by the fixing sliding formwork internal frame being connected of steel wire rope 2,
It is arranged on the supporting frame on sliding formwork internal frame, and the support agency being arranged between sliding formwork internal frame and cylinder inboard wall is to reduce
And 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 roof boarding of the present invention construction, hangs mould bases use by being changed by sliding formwork internal frame, makes roof boarding
The support platform of supporting frame, thus carry out roof boarding construction, to hang mould bases and use the reinforcing mode of pull-up, top will with steel wire rope
The pre-buried ring hanging mould bases and barrel top carries out drawknot, hangs between mould bases and barrel real with U-shaped jacking, effectively prevents support body from shaking
Dynamic, expanded range and the use time hanging modular system, reduce difficulty of construction, reduction of erection time, reduce danger coefficient,
Save construction cost.
The above is only the preferred embodiment of the present invention, it is noted that for the common skill of the art
For art personnel, under the premise without departing from the principles of the invention, it is also possible to make some improvements and modifications, these improvements and modifications
Also should be regarded as protection scope of the present invention.
Claims (7)
1. the roof boarding construction method of a tube structure, it is characterised in that comprise 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 absolute altitude
Below；
4) with steel wire rope, synovial membrane internal frame is connected fixing for pre-buried ring drawknot, then sliding formwork internal frame is fixed relative to cylinder inboard wall；
5) on sliding formwork internal frame, lay plank and channel-section steel and carry out supporting frame and set up and roofing construction.
2. roof boarding construction method as claimed in claim 1, it is characterised in that in step 2) in also include by sliding formwork internal frame with
Pre-buried ring utilizes the fixing connection of jack correspondence, splits and utilize jack by sliding formwork internal frame sliding formwork internal frame and sliding formwork outrigger the most again
Dropping to below roof boarding absolute altitude, described jack is removed after sliding formwork internal frame is fixing.
3. modular system is hung in tube structure roof boarding construction, it is characterised in that include being formed at barrel top pre-of cylinder
Bury ring, be positioned at below roof boarding absolute altitude and fix, with described pre-buried ring, the sliding formwork internal frame being connected, being arranged on sliding formwork internal frame
Supporting frame, and be arranged on the support agency between sliding formwork internal frame and cylinder inboard wall.
4. modular system is hung in tube structure roof boarding construction as claimed in claim 3, it is characterised in that described sliding formwork internal frame bag
Include top boom and lower boom, and the top boom described in connecting and the web member of lower boom.
5. modular system is hung in tube structure roof boarding construction as claimed in claim 3, it is characterised in that at described sliding formwork internal frame
Upper surface is equipped with plank, is provided with the channel-section steel corresponding with described supporting frame on described plank.
6. modular system is hung in tube structure roof boarding construction as claimed in claim 3, it is characterised in that described support agency bag
Include the U-shaped torr that afterbody is connected with sliding formwork internal frame, and be clamped in the flitch between the supporting plate of U-shaped torr and inwall.
7. modular system is hung in tube structure roof boarding construction as claimed in claim 3, it is characterised in that described sliding formwork internal frame and
Pre-buried ring connects by multiple steel wire ropes are fixing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610584572.8A CN106223469A (en) | 2016-07-20 | 2016-07-20 | Tube structure roof boarding construction method and hang modular system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610584572.8A CN106223469A (en) | 2016-07-20 | 2016-07-20 | Tube structure roof boarding construction method and hang modular system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106223469A true CN106223469A (en) | 2016-12-14 |
Family
ID=57532503
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610584572.8A Pending CN106223469A (en) | 2016-07-20 | 2016-07-20 | Tube structure roof boarding construction method and hang modular system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106223469A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107165397A (en) * | 2017-06-29 | 2017-09-15 | 中国五冶集团有限公司 | A kind of painting workshop exhaust chimney slding form operation safeguard structure |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08218628A (en) * | 1995-02-14 | 1996-08-27 | Ohbayashi Corp | Construction of roof for cylindrical structure |
| CN101781930A (en) * | 2009-01-16 | 2010-07-21 | 沈阳市山立机械厂 | Template system |
| CN102733608A (en) * | 2012-08-03 | 2012-10-17 | 贵州开磷建设有限责任公司 | Construction method for spray head layer of granulation tower |
| CN202882507U (en) * | 2012-10-18 | 2013-04-17 | 中煤建筑安装工程集团有限公司 | Hauling tool for silo construction platform |
| CN103556823A (en) * | 2013-10-28 | 2014-02-05 | 山西省第二建筑工程公司 | Construction method with silo sliding formwork operating platform as top cover plate formwork supporting system |
| CN105155840A (en) * | 2015-07-03 | 2015-12-16 | 山西宏厦建筑工程有限公司 | Flexible slip-form lifting measure beam construction method for granulation tower |
| CN105507476A (en) * | 2015-12-16 | 2016-04-20 | 中国建筑第二工程局有限公司 | Multi-arch roof and construction method thereof |
| CN205875410U (en) * | 2016-07-20 | 2017-01-11 | 中冶天工集团有限公司 | A hang module system all for tube structure room panel construction |
-
2016
- 2016-07-20 CN CN201610584572.8A patent/CN106223469A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08218628A (en) * | 1995-02-14 | 1996-08-27 | Ohbayashi Corp | Construction of roof for cylindrical structure |
| CN101781930A (en) * | 2009-01-16 | 2010-07-21 | 沈阳市山立机械厂 | Template system |
| CN102733608A (en) * | 2012-08-03 | 2012-10-17 | 贵州开磷建设有限责任公司 | Construction method for spray head layer of granulation tower |
| CN202882507U (en) * | 2012-10-18 | 2013-04-17 | 中煤建筑安装工程集团有限公司 | Hauling tool for silo construction platform |
| CN103556823A (en) * | 2013-10-28 | 2014-02-05 | 山西省第二建筑工程公司 | Construction method with silo sliding formwork operating platform as top cover plate formwork supporting system |
| CN105155840A (en) * | 2015-07-03 | 2015-12-16 | 山西宏厦建筑工程有限公司 | Flexible slip-form lifting measure beam construction method for granulation tower |
| CN105507476A (en) * | 2015-12-16 | 2016-04-20 | 中国建筑第二工程局有限公司 | Multi-arch roof and construction method thereof |
| CN205875410U (en) * | 2016-07-20 | 2017-01-11 | 中冶天工集团有限公司 | A hang module system all for tube structure room panel construction |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107165397A (en) * | 2017-06-29 | 2017-09-15 | 中国五冶集团有限公司 | A kind of painting workshop exhaust chimney slding form operation safeguard structure |
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