CN102691411A - Beam plate post-cast strip template support system and construction method thereof - Google Patents
Beam plate post-cast strip template support system and construction method thereof Download PDFInfo
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- CN102691411A CN102691411A CN2012102066381A CN201210206638A CN102691411A CN 102691411 A CN102691411 A CN 102691411A CN 2012102066381 A CN2012102066381 A CN 2012102066381A CN 201210206638 A CN201210206638 A CN 201210206638A CN 102691411 A CN102691411 A CN 102691411A
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Abstract
The invention discloses a beam plate post-cast strip template support system and a construction method, wherein a main template support body supports all beam plates arranged at two sides of a post-cast strip, and support latticed columns are independently supported at two sides of the post-cast strip. After the main template support body is built, and when bottom templates of the beam plates are paved, the post-cast strip is unavailable without installation. When the main template support body is built, the bottom templates can be wholly paved, or the support latticed columns can be independently paved, so that the construction speed can be accelerated; the independent latticed column is convenient to uniformly set and wholly distribute; the whole template of a main template support system can be disassembled, and only the latticed columns can be remained to support, so that the mass of revolving materials can be saved, and the inconvenient material transportation traffic caused by the isolation and division of a post-cast strip-supported mould base in a basement can not be avoided; and before the concrete arranged at two sides of the post-cast strip is cast, the region is convenient and thorough to clean, and the construction quality of the post-cast strip can be preferably guaranteed.
Description
Technical field
The present invention relates to the job practices of the form bracing system in a kind of construction work, particularly a kind of beam slab alter-pouring strips mould plate support system and job practices thereof.
Background technology
At present; Along with the continuous development of society, Overlong Concrete Structure constantly occurs in construction work, is problems such as the shrinkage strain that solves settlement difference and steel concrete between high layer main body and podium and concrete temperature stress; According to code requirement, whenever the ater-casting is set one at a distance from 30～40m.Because position, ater-casting formwork system is forbidden to return back to top; Conventional construction method installs whole beam-slab template (comprising the position, ater-casting) as a whole when construction or in 2 ~ 3 meters scopes in both sides, ater-casting, support system is set separately; Other position support system is removed reservation position, ater-casting, back support system and is not removed, thereby guarantees structural safety.Build the ater-casting concrete at the appointed time again, treat that ater-casting concreting reaches the form removal requirement after, remove alter-pouring strips mould plate again.The drawback of the method is that circulation material overstocks too much in the both sides, ater-casting, causes cost to increase; Secondly form removal is difficult to control, has control not tight slightly, and place, ater-casting template is removed, or returns back to top after tearing open again, causes the agent structure cracking and has safe mass hidden danger; The 3rd, template is propped up earlier, and loosening in the both sides, ater-casting, concrete is difficult for cutting and the interior garbage-cleaning of template is unclean, causes ater-casting place's casting and compacting of concrete leakiness or has slag inclusion, has the hidden danger that seeps water from now on; The 4th, basement is not removed because of place, ater-casting support for shuttering, causes basement to be had inconvenient traffic.
Summary of the invention
The object of the present invention is to provide a kind of simple in structure, safe top plate supporting system and job practices thereof with ater-casting.
This beam slab alter-pouring strips mould plate support system provided by the invention; Comprise main body template supporter; It also comprises the lattice column supporter; The lattice column supporter comprises two groups of lattice columns that lay respectively at the both sides, ater-casting, and lattice column comprises vertical rod and is connected in the cylinder that the horizon bar between the vertical rod forms, the adjustable jacking that is installed on the cylinder upper end.
Said vertical rod has four, lays respectively on the tetragonal summit, adjusting nut with threaded hole in the middle of its upper end has.
Said horizon bar is connected with said vertical rod through fastener or dish button bolt-type.
Said adjustable jacking comprises screw thread support bar and the U type bracket that is fixed in the screw thread post upper, the screwed hole coupling on the screw thread of screw thread support bar and the said adjusting nut.
This beam slab alter-pouring strips mould plate support system job practices provided by the invention may further comprise the steps:
A, set up main body template supporter
, be positioned at the perpendicular stupefied system of support in supporting frame upper end;
B, set up the lattice column supporter
The soffit formwork of c, installation beam slab
It is stupefied on the support lattice column of both sides, ater-casting, to lay support earlier, and then lays the monoblock soffit formwork, perhaps lays and the big or small unidimensional template of support lattice column, reserves the position of ater-casting soffit formwork is not installed.
When the present invention sets up the main body form bracing system in the both sides of ater-casting, can wholely lay soffit formwork, speed of application is accelerated; Set up the independent support lattice column in the both sides of ater-casting, be convenient to unified the setting and integral layout; The both sides concreting of ater-casting is intact; After reaching form removal intensity; Can remove the integral mold plate of main body form bracing system; The only remaining lattice column that supports saved a large amount of circulation materials like this, and basement does not cause transport of materials to be had inconvenient traffic because of the sequestered partition of ater-casting support for shuttering; Main body construction is intact; In the time of need building the ater-casting; Because ater-casting place soffit formwork is not installed, reject the fast easy-to-closing net that gets rusty the both sides, ater-casting and the cleaning of loose concrete and rubbish easily, carry out the installation of place, ater-casting soffit formwork after cleaning out again; Concreting has significantly reduced the security-hidden trouble that causes owing to ater-casting concrete leakiness again.Eventually the above, the present invention can practice thrift human cost, material cost, improves the construction quality of building, has tangible economic benefit and social benefit.
Description of drawings
Fig. 1 is the facade structures sketch map of the preferred embodiment of the present invention one.
Fig. 2 is the layout sketch map that supports lattice column among Fig. 1.
Fig. 3 is the facade structures sketch map of the preferred embodiment of the present invention two.
Fig. 4 is the plan structure sketch map of Fig. 3.
The specific embodiment
Preferred embodiment one like Fig. 1, shown in Figure 2, is used to the present invention not have beam, has the armored concrete slab support system construction of ater-casting.Its construction sequence is following:
At first set up the main body form bracing system: it comprises that the supporting frame A that stands on ground or flooring and supporting frame A go up the stupefied B of being of support of horizontal arrangement; Supporting frame A is for supporting the support for shuttering system that vertical rod 10 and the horizontal brace rod 12 a kind of connected mode through steel tube fastener formula, dish button or bowl fastening type is connected to form; There is adjustable jacking 1 on the top of supporting vertical rod 10; Support the stupefied B of being and comprise main stupefied 5 and inferior stupefied 6; Inferior stupefied 6 are evenly arranged on it perpendicular to main stupefied 5, main stupefied 5 with time stupefied all can be flitch, square steel or two steel pipe; After supporting frame A sets up; Laying support stupefied on its top is B, is the soffit formwork 7 of laying beam slab on the B supporting stupefied then, and place, the vertical limit binding thickness that on soffit formwork, is positioned at the ater-casting is the batten 11 of thickness of protection tier * 4cm; One of its effect is the cement spillage when preventing concreting; Two of effect be in the ater-casting during concreting new-old concrete face better be connected, can not have the faulting of slab ends phenomenon, so far the main body form bracing system is set up and is finished.
According to the layout of main body form bracing system, the position of ater-casting, set up lattice column: each is supported the lattice column spacing be supported on uniformly on the soffit formwork of both sides, ater-casting in the both sides of ater-casting.Each supports lattice column 13 and comprises 2 four of vertical rods, more than 4 of horizon bar, more than 19 of fasteners, and horizon bar 4 is connected the fixing stable support lattice column 13 that forms through fastener 19 or dish button bolt-type with vertical rod 2, and there is adjustable jacking 1 upper end of supporting lattice column 13; There is middle adjusting nut 18 with threaded hole the upper end of vertical rod 2, and adjustable jacking 1 comprises screw thread support bar 14 and the U type bracket 15 that is fixed in screw thread support bar 14 upper ends, the screwed hole coupling on the screw thread of screw thread support bar 14 and the adjusting nut 18.Vertical rod 2 is all adopted steel pipe with horizon bar 4.
Concrete installation process is following: vertical rod 2 is laid respectively on the tetragonal summit; Horizon bar 4 is connected the fixing stable support lattice column 13 that forms through fastener 19 or dish button bolt-type with vertical rod 2; In U type bracket 15, place with the consistent flitch 3 of lattice column length of side length, rotation adjusting nut 18 makes flitch 3 hold out against the soffit formwork 7 of beam slab.
After support lattice column 13 erection constructions were intact, the red white caution paint extension of brush was exempted from form removal time limit board on each support lattice column 13.
So far, the beam plate supporting system construction finishes.Next just the soffit formwork 7 of beam slab can be installed; On every row's lattice column of both sides, ater-casting, can lay the monoblock soffit formwork; Perhaps on each lattice column, lay the unidimensional template of dative structure post size, reserve the position of ater-casting soffit formwork is not installed, the soffit formwork of other position all lays.When the main body form bracing system is removed, can only stay the soffit formwork of establishing support lattice column top not remove like this, accelerate the circulation material utilization rate.
Also can when setting up the main body form bracing system, set up the support lattice column.
After main body form bracing system and each supported lattice column and set up; Just can build the concrete 9 of both sides, ater-casting, on the both sides of ater-casting fast easy-to-closing net 17 has been set before the construction, treat its reach design and intensity of code requirement after; Remove the main body form bracing system, keep and support lattice column; After treating the execution conditions maturation of ater-casting 16; Pick the fast easy-to-closing net that gets rusty 17 and leakiness concrete of both sides in the cutter ater-casting 16; Because of the soffit formwork of ater-casting is not installed, put in place so can clear up to the both sides of steel plate for sealing water 8, building waste does not have yet and leaves over; After ater-casting zone clear up, the bracing frame and the ater-casting soffit formwork of bottom, ater-casting are installed, are built the ater-casting inner concrete, when treating its intensity that reaches design and code requirement, the support lattice column of dismounting ater-casting bracing frame and its both sides.
The construction material of above-mentioned support system can be outsourcing, also can be the lease finished parts.
Preferred embodiment two like Fig. 3, shown in Figure 4, is used to the present invention to have the beam plate supporting system construction of the ater-casting that beam passes.Basic construction sequence is with last embodiment, and the end of ater-casting is leaned in the Support Position of just supporting lattice column at each beam.
Claims (5)
1. beam slab alter-pouring strips mould plate support system; Comprise main body template supporter; It is characterized in that: it also comprises the lattice column supporter; The lattice column supporter comprises two groups of lattice columns that lay respectively at the both sides, ater-casting, and each lattice column comprises vertical rod and is connected in the cylinder that the horizon bar between the vertical rod forms, the adjustable jacking that is installed on the cylinder upper end.
2. beam slab alter-pouring strips mould plate support system as claimed in claim 1, it is characterized in that: said vertical rod has four, lays respectively on the tetragonal summit, adjusting nut with threaded hole in the middle of its upper end has.
3. beam slab alter-pouring strips mould plate support system as claimed in claim 1 is characterized in that: said horizon bar is connected with said vertical rod through fastener or dish button bolt-type.
4. according to claim 1 or claim 2 beam slab alter-pouring strips mould plate support system; It is characterized in that: said adjustable jacking comprises screw thread support bar and the U type bracket that is fixed in the screw thread post upper, the screwed hole coupling on the screw thread of screw thread support bar and the said adjusting nut.
5. beam slab alter-pouring strips mould plate support system job practices may further comprise the steps:
A, set up main body template supporter
, respectively install the both sides, ater-casting, stand on the supporting frame of ground or flooring, it is connected to form by supporting vertical rod and horizontal brace rod;
B, set up the lattice column supporter
, according to the layout of main body form bracing system, the position of ater-casting; Set up the support lattice column in the both sides of ater-casting: to there being beam to pass the beam slab of ater-casting; A support lattice column is set up in the end that is positioned at the ater-casting at each beam; For the plate that does not have beam, each is supported the lattice column spacing be supported on uniformly under the soffit formwork of both sides, ater-casting;
, support the red white caution paint of brush on lattice column at each, hang to prohibit and tear label open;
The soffit formwork of c, installation beam slab
It is stupefied on the support lattice column of both sides, ater-casting, to lay support earlier, and then lays the monoblock soffit formwork, perhaps lays and the big or small unidimensional template of support lattice column, reserves the position of ater-casting soffit formwork is not installed.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012102066381A CN102691411A (en) | 2012-06-21 | 2012-06-21 | Beam plate post-cast strip template support system and construction method thereof |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012102066381A CN102691411A (en) | 2012-06-21 | 2012-06-21 | Beam plate post-cast strip template support system and construction method thereof |
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| CN102691411A true CN102691411A (en) | 2012-09-26 |
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| CN2012102066381A Pending CN102691411A (en) | 2012-06-21 | 2012-06-21 | Beam plate post-cast strip template support system and construction method thereof |
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| CN103104092A (en) * | 2013-01-24 | 2013-05-15 | 东南大学 | Support composite structure of beam and slab |
| CN103556826A (en) * | 2013-11-18 | 2014-02-05 | 山东万鑫建设有限公司 | Construction method of post-cast strip area and floor area supporting systems on two sides of post-cast strip area |
| CN103603491A (en) * | 2013-11-22 | 2014-02-26 | 中冶天工集团有限公司 | Beam plate post-cast strip template support frame and erection method thereof |
| CN103615053A (en) * | 2013-11-27 | 2014-03-05 | 温州宏源水电建设有限公司 | Construction method for post-cast belt of cast-in-place reinforced concrete structure |
| CN104234418A (en) * | 2013-12-06 | 2014-12-24 | 绍兴文理学院 | Early removal formwork for fabrication of reinforced concrete beams and construction method thereof |
| CN105019656A (en) * | 2015-08-07 | 2015-11-04 | 山东金城建设有限公司 | Construction method for floor system concrete post-cast strip suspended formwork |
| CN105113542A (en) * | 2015-09-21 | 2015-12-02 | 中铁上海工程局有限公司 | Cantilever system and method for underground station construction |
| CN105863257A (en) * | 2016-02-05 | 2016-08-17 | 宇杰集团股份有限公司 | Slab-beam separation type high-formwork support connected support building method of multilayered/high-rise reinforced concrete structure |
| CN106284845A (en) * | 2015-05-26 | 2017-01-04 | 五冶集团上海有限公司 | A kind of post-cast strip reinforced concrete structural column independence support system construction method |
| CN106368245A (en) * | 2015-07-23 | 2017-02-01 | 浙江国泰建设集团有限公司 | Construction method for post-cast strip supporting formwork easy to clean |
| CN106401176A (en) * | 2015-08-03 | 2017-02-15 | 北京城建北方建设有限责任公司 | Steel-wood combination roof moldboard framework construction method |
| CN106499174A (en) * | 2016-12-09 | 2017-03-15 | 绍兴明煌建材科技有限公司 | A kind of floor seam steel brick placing installation and its construction method |
| CN106760496A (en) * | 2016-12-21 | 2017-05-31 | 中国建筑第四工程局有限公司 | A kind of floor beam plate post-cast strip template support system and its construction method |
| CN107060327A (en) * | 2017-03-30 | 2017-08-18 | 中建五局第三建设有限公司 | Detachable tripod post-cast strip independent support system and use method thereof |
| CN107574976A (en) * | 2017-10-19 | 2018-01-12 | 江苏南通二建集团有限公司 | A kind of independent lattice column and the form removal construction method ahead of time based on it |
| CN107905266A (en) * | 2017-10-27 | 2018-04-13 | 中国十七冶集团有限公司 | A kind of skyscraper main building podium alter-pouring strips mould plate independence support system |
| CN108612314A (en) * | 2018-04-27 | 2018-10-02 | 中国二十冶集团有限公司 | A kind of discharging platform form bracing system and erection method |
| CN108678009A (en) * | 2018-07-26 | 2018-10-19 | 中建四局第四建筑工程有限公司 | A kind of basement post-pouring zone reserved passageway construction method and device |
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| CN109779245A (en) * | 2019-01-29 | 2019-05-21 | 中建七局(上海)有限公司 | A kind of composite structure stand alone type post-cast strip bracing members construction equipment |
| CN110439270A (en) * | 2019-08-08 | 2019-11-12 | 上海宝冶集团南京建筑有限公司 | A kind of post-cast strip exempts to tear support system construction method open |
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Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101144328A (en) * | 2007-10-17 | 2008-03-19 | 山东万鑫建设有限公司 | Construction method for after-pouring band beam-slab template |
| CN201671328U (en) * | 2010-05-17 | 2010-12-15 | 江苏南通三建集团有限公司 | Top plate post-cast strip outer reinforcing support member |
| CN201738575U (en) * | 2010-06-25 | 2011-02-09 | 中天建设集团有限公司天津分公司 | Beam-slab supporting system with post-cast strip |
| CN102031868A (en) * | 2009-09-29 | 2011-04-27 | 中天建设集团有限公司 | Building construction erecting formwork |
-
2012
- 2012-06-21 CN CN2012102066381A patent/CN102691411A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101144328A (en) * | 2007-10-17 | 2008-03-19 | 山东万鑫建设有限公司 | Construction method for after-pouring band beam-slab template |
| CN102031868A (en) * | 2009-09-29 | 2011-04-27 | 中天建设集团有限公司 | Building construction erecting formwork |
| CN201671328U (en) * | 2010-05-17 | 2010-12-15 | 江苏南通三建集团有限公司 | Top plate post-cast strip outer reinforcing support member |
| CN201738575U (en) * | 2010-06-25 | 2011-02-09 | 中天建设集团有限公司天津分公司 | Beam-slab supporting system with post-cast strip |
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| CN103104092B (en) * | 2013-01-24 | 2015-05-06 | 东南大学 | Support composite structure of beam and slab |
| CN103104092A (en) * | 2013-01-24 | 2013-05-15 | 东南大学 | Support composite structure of beam and slab |
| CN103556826A (en) * | 2013-11-18 | 2014-02-05 | 山东万鑫建设有限公司 | Construction method of post-cast strip area and floor area supporting systems on two sides of post-cast strip area |
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| CN103603491A (en) * | 2013-11-22 | 2014-02-26 | 中冶天工集团有限公司 | Beam plate post-cast strip template support frame and erection method thereof |
| CN103615053A (en) * | 2013-11-27 | 2014-03-05 | 温州宏源水电建设有限公司 | Construction method for post-cast belt of cast-in-place reinforced concrete structure |
| CN103615053B (en) * | 2013-11-27 | 2016-09-28 | 温州宏源水电建设有限公司 | Monolithic reinforced concrete structure post empiricism engineering method |
| CN104234418A (en) * | 2013-12-06 | 2014-12-24 | 绍兴文理学院 | Early removal formwork for fabrication of reinforced concrete beams and construction method thereof |
| CN106284845A (en) * | 2015-05-26 | 2017-01-04 | 五冶集团上海有限公司 | A kind of post-cast strip reinforced concrete structural column independence support system construction method |
| CN106368245A (en) * | 2015-07-23 | 2017-02-01 | 浙江国泰建设集团有限公司 | Construction method for post-cast strip supporting formwork easy to clean |
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| CN105019656A (en) * | 2015-08-07 | 2015-11-04 | 山东金城建设有限公司 | Construction method for floor system concrete post-cast strip suspended formwork |
| CN105019656B (en) * | 2015-08-07 | 2017-04-12 | 山东金城建设有限公司 | Construction method for floor system concrete post-cast strip suspended formwork |
| CN105113542A (en) * | 2015-09-21 | 2015-12-02 | 中铁上海工程局有限公司 | Cantilever system and method for underground station construction |
| CN105863257A (en) * | 2016-02-05 | 2016-08-17 | 宇杰集团股份有限公司 | Slab-beam separation type high-formwork support connected support building method of multilayered/high-rise reinforced concrete structure |
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| CN107060327A (en) * | 2017-03-30 | 2017-08-18 | 中建五局第三建设有限公司 | Detachable tripod post-cast strip independent support system and use method thereof |
| CN107574976A (en) * | 2017-10-19 | 2018-01-12 | 江苏南通二建集团有限公司 | A kind of independent lattice column and the form removal construction method ahead of time based on it |
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| CN108678009A (en) * | 2018-07-26 | 2018-10-19 | 中建四局第四建筑工程有限公司 | A kind of basement post-pouring zone reserved passageway construction method and device |
| CN109113334A (en) * | 2018-09-12 | 2019-01-01 | 中建三局集团有限公司 | A kind of adjustable telescopic support device |
| CN109577534B (en) * | 2018-12-05 | 2020-07-03 | 杭州江润科技有限公司 | Tool-based hanging die assembly type composite floor slab and construction method |
| CN109577534A (en) * | 2018-12-05 | 2019-04-05 | 杭州江润科技有限公司 | Tool-based hanging die assembly type composite floor slab and construction method |
| CN109736589A (en) * | 2019-01-07 | 2019-05-10 | 中建六局土木工程有限公司 | A kind of lattice column Force transmission parts construction method |
| CN109779245B (en) * | 2019-01-29 | 2021-03-02 | 中建七局(上海)有限公司 | Combined structure independent post-cast strip steel support construction equipment |
| CN109779245A (en) * | 2019-01-29 | 2019-05-21 | 中建七局(上海)有限公司 | A kind of composite structure stand alone type post-cast strip bracing members construction equipment |
| CN110439270A (en) * | 2019-08-08 | 2019-11-12 | 上海宝冶集团南京建筑有限公司 | A kind of post-cast strip exempts to tear support system construction method open |
| CN110821161A (en) * | 2019-11-22 | 2020-02-21 | 上海宝冶集团有限公司 | Beam plate post-cast strip independent support formwork device and using method thereof |
| CN111058619A (en) * | 2019-12-25 | 2020-04-24 | 上海建工七建集团有限公司 | Temporary support system for post-cast strip of reinforced concrete beam plate and application method |
| CN112609980A (en) * | 2020-12-18 | 2021-04-06 | 中国建筑第四工程局有限公司 | Construction method of post-cast strip back-jacking aluminum alloy single-column |
| CN114622718A (en) * | 2022-02-28 | 2022-06-14 | 中建八局第二建设有限公司 | Telescopic post-cast strip supports |
| CN114704083A (en) * | 2022-04-29 | 2022-07-05 | 中建三局第二建设工程有限责任公司 | Supporting assembly for post-cast strip construction, formwork support and post-cast strip construction method |
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Application publication date: 20120926 |