CN103883119A - Building formwork installation method used for early-detached system - Google Patents
Building formwork installation method used for early-detached system Download PDFInfo
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- CN103883119A CN103883119A CN201410144653.7A CN201410144653A CN103883119A CN 103883119 A CN103883119 A CN 103883119A CN 201410144653 A CN201410144653 A CN 201410144653A CN 103883119 A CN103883119 A CN 103883119A
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Abstract
The invention discloses a building formwork installation method used for an early-detached system. A wooden formwork is a construction technology which is most commonly used, wastes materials and is largest in manual work, and the error probability of construction of operators is the highest. The building formwork installation method used for the early-detached system comprises a wall body formwork 1 which is connected with a wall body and floor connection corner mold 2 through a taper pin, and the wall body and floor connection corner mold is connected with an early-detached supporting beam 3 through a taper pin. The early-detached supporting beam is connected with an early-detached supporting head 4, and the early-detached supporting beam is connected with a floor mold erecting formwork 5. The building formwork installation method is used for producing building formworks.
Description
technical field:
the present invention relates to the construction formwork mounting method that a kind of early removing system uses.
background technology:
at present, the template construction of Industrial and Civil Engineering remains the construction method of the wooden form following for many years, little punching block and steel large form, and aforesaid template and construction method all exist that operator's labour intensity is large, waste of material is obvious and the corresponding shortcoming such as versatility is poor.Although external template advanced technology, cost is high, and construction unit amortization is excessive.
wooden form is construction technology the most frequently used, that waste material, artificial maximum, and the wrong probability of operator's construction is the highest.Little punching block faded out at present industry with civilian construction template market, only in municipal infrastructure, use.Large form is the construction formwork often using at present, makes by design drawing, lifts, and the construction period is very fast, but because just designing for certain engineering, versatility is poor, and steel using amount is larger.Although external template advanced technology, cost is high, and construction unit amortization is excessive.
above-mentioned template is all failed to realize wall form and is early torn brace summer and effective connection of early tearing the realization of supporting member junction plate open open.The steel frame plywood formwork number of turnover is 40-50 time, and the number of turnover of wood plywood template is 8-10 time.According to the statistics of German PERI company, in the expense of Europe reinforced concrete work, labour cost and the cost of materials of form work engineering account for 52.7%, labour cost and the cost of materials of concrete work account for 29.6%, labour cost and the cost of materials of reinforced bar engineering account for 17.7%, and the expense of visible form work engineering accounts for over half, and wherein the labour cost of form work engineering will account for 46.7% of concrete structure expense, labour cost is very high, and cost of materials only accounts for 6.0%.”
summary of the invention:
the object of this invention is to provide a kind of batch production design that has realized template, wall form and early tear the construction formwork mounting method of the early removing system use of brace summer and being effectively connected of early tearing supporting member junction plate open, arbitrarily assembled large form and the early removing system that matches with it open.
above-mentioned object realizes by following technical scheme:
the construction formwork mounting method that a kind of early removing system uses, its composition comprises: wall form, described wall form connects by four block constructions: described wall form is connected angle mould by taper pin connecting wall with floor, described body of wall is connected angle mould and is connected and early torn open brace summer by taper pin with floor, tear brace summer connection described morning open and early tear supporting member open, tear brace summer described morning open and connect floor slab formerecting template.
the construction formwork mounting method that described early removing system uses, described wall form is connected between angle mould and connects by vertical taper pin with described body of wall and floor, described body of wall is connected angle mould and described early tears open between brace summer and is connected by horizontal taper pin with floor, the tapering of described taper pin is 1:100.
the construction formwork mounting method that described early removing system uses, tear brace summer described morning open and connect and early tear brace summer open and early tear one end of supporting member junction plate open and fix with taper pin, tear brace summer described morning open and tear brace summer the morning described in being connected with the other end of early tearing supporting member junction plate open open and fix with taper pin.
the construction formwork mounting method that described early removing system uses, described angle mould comprises connection inner corner trim mould, the two ends of described connection inner corner trim mould respectively connecting wall flat formwork are also fixed with described taper pin.
the construction formwork mounting method that described early removing system uses, one end of described connection inner corner trim mould connects slab form and fixes with described taper pin, and the other end connecting wall template of described connection inner corner trim mould is also fixed with described taper pin.
the construction formwork mounting method that described early removing system uses, one end of described connection inner corner trim mould connects slab form and fixes with described taper pin, and the other end tie-beam side template of described connection inner corner trim mould is also fixed with described taper pin.
beneficial effect:
1. the present invention is by four nodes of the different parts in building, and remainder adopts prior art, finally forms overall technical architecture.
steel framework in unit one of the present invention has been realized the effective protection to veneer, has improved the number of turnover of veneer, and has substituted traditional wood or steel by distracted; Steel framework has connection hole, can realize the exchange of taper pin and double-screw bolt.
2. in unit two of the present invention, use again inner corner trim and external angle formwork, realize the fixing connection of level and vertical all angle moulds.
3. the horizontal support beam forms of unit three of the present invention, is a part for template, substitutes flitch or the rectangular steel pipe of horizontal support, is one of elementary cell realizing whole early-dismantlings.
4. unit four of the present invention is early to tear supporting member template open, makes supporting member become the part of template, realizes in the situation that whole supports all can not tear open flat formwork complete removal.
5. of the present inventionly realize template batch production and produce, carry out stencil design by template manufacturer, job site, without processing, makes workmanship substantially reach clear water rank, has reduced the requirement to woodcraft level is installed, and has improved the speed that template is installed.
6. the present invention has stopped the use of flitch and plank at the construction field (site), engineering experiment certification, 28 layers of short-shear wall structure of this project, use one deck wall form, one deck flat formwork, three layers of support, drop into 350,000 yuan of formwork costs, this product wall form turnover 28 times, early tear brace summer open and early tear supporting member junction plate turnover 14 times open, also can have enough to meet the need same number of times by template present situation, counting 17.5 ten thousand yuan of this engineering template expenses, and steel framework can use forever, greatly reduce the input of engineering template cost.
7. the present invention is from social benefit, and the every 10,000 square metres of building areas of the present invention are saved nearly 150,000 yuan of timber; Calculate as 2000 myriametres that go into operation by somewhere year, will save 300,000,000 yuan, timber, calculate by every 1 myriametre surplus labour 6 people, by surplus labour 12000 people, reduced to a great extent building costs.
the present invention formed 63.5 serial steel frame plywood formworks realize batch production design, the wall form of template by necessary assembly and technology and early tear open brace summer with early tear open supporting member junction plate realize be effectively fixedly connected with, any assembled large form and the early removing system that matches with it.
use wooden form, need to drop into 18.7 ten thousand yuan of formwork costs, using the labour cost of wooden form is 39.2 ten thousand yuan; And the labour cost that uses this product is 23.5 ten thousand yuan, 15.7 ten thousand yuan of surplus, surplus labour 6 people, use the every floor of this product can save 1 day duration, and integrated engineering can be saved duration 25-28 days.
brief description of the drawings:
accompanying drawing 1 is the structural representation of this product unit one.
accompanying drawing 2 is structural representations of this product unit two.
accompanying drawing 3 is structural representations of this product unit three.
accompanying drawing 4 is structural representations of this product unit four.
accompanying drawing 5 is slab form, the syndeton schematic diagram of early tearing supporting member, beam type support shuttering open.
in figure: Fig. 1 early tears brace summer open and tear supporting member, wall connecting schematic diagram open with morning, in figure: 1: wall form 2: body of wall is connected angle mould with floor; 3: early tear brace summer open; 4: early tear brace summer open and early tear supporting member junction plate, 5 open: early tearing supporting member, 6 and 7 open: early tearing brace summer, 8 open: floor slab formerecting template.Fig. 2 is body of wall corner template connection diagram, in figure: 9: connect inner corner trim mould, 10: wall plane template; Fig. 3 is body of wall and floor connection diagram, 11: internal corner formwork; Fig. 4 is beam side and floor connection diagram, 12: side template.Accompanying drawing 6: promote and lock plate structure figure.
detailed description of the invention:
embodiment 1:
the construction formwork mounting method that a kind of early removing system uses, its composition comprises: wall form 1, described wall form connects by four block constructions: described wall form is connected angle mould 2 by taper pin connecting wall with floor, described body of wall is connected angle mould and is connected and early torn open brace summer 3 by taper pin with floor, tear brace summer connection described morning open and early tear supporting member 4 open, tear brace summer described morning open and connect floor slab formerecting template 5.
embodiment 2:
the construction formwork mounting method that early removing system described in embodiment 1 uses,: described wall form is connected between angle mould and connects by vertical taper pin 6 with described body of wall and floor, described body of wall is connected angle mould and described early tears open between brace summer and is connected by horizontal taper pin 7 with floor, the tapering of described taper pin is 1:100.
embodiment 3:
the construction formwork mounting method that early removing system described in embodiment 1 or 2 uses, tear brace summer described morning open and connect and early tear brace summer open and early tear one end of supporting member junction plate 8 open and fix with taper pin, tear brace summer described morning open and tear brace summer the morning described in being connected with the other end of early tearing supporting member junction plate open open and fix with taper pin.For the structure of unit one.
embodiment 4:
the construction formwork mounting method that early removing system described in embodiment 1 or 2 or 3 uses, described angle mould comprises connection inner corner trim mould 9, the two ends of described connection inner corner trim mould respectively connecting wall flat formwork 10 are also fixed with described taper pin.For the structure of unit two.
embodiment 5:
the construction formwork mounting method that early removing system described in embodiment 1 or 2 or 3 or 4 uses, one end of described connection inner corner trim mould connects slab form 11 and fixes with described taper pin, and the other end connecting wall template of described connection inner corner trim mould is also fixed with described taper pin.For the structure of unit three.
embodiment 6:
the construction formwork mounting method that early removing system described in embodiment 1 or 2 or 3 or 4 or 5 uses, one end of described connection inner corner trim mould connects slab form and fixes with described taper pin, and the other end tie-beam side template 12 of described connection inner corner trim mould is also fixed with described taper pin.For the structure of unit four.
Claims (6)
1. the construction formwork mounting method that early removing system uses, its composition comprises: wall form, it is characterized in that: described wall form connects and composes system by four block constructions: taper pin connecting wall is connected angle mould with floor, described body of wall is connected angle mould and is connected and early torn open brace summer by taper pin with floor, tear brace summer connection described morning open and early tear supporting member open, tear brace summer described morning open and connect floor slab formerecting template.
2. the construction formwork mounting method that early removing system according to claim 1 uses, it is characterized in that: described wall form is connected between angle mould and connects by vertical taper pin with described body of wall and floor, described body of wall is connected angle mould and described early tears open between brace summer and is connected by horizontal taper pin with floor, the tapering of described taper pin is 1:100.
3. the construction formwork mounting method that early removing system according to claim 1 and 2 uses, it is characterized in that: tear brace summer described morning open and connect and early tear brace summer open and early tear one end of supporting member junction plate open and fix with taper pin, tear brace summer described morning open and tear brace summer the morning described in being connected with the other end of early tearing supporting member junction plate open open and fix with taper pin.
4. the construction formwork mounting method using according to the early removing system described in claim 1 or 2 or 3, is characterized in that: described angle mould comprises connection inner corner trim mould, and the two ends of described connection inner corner trim mould respectively connecting wall flat formwork are also fixed with described taper pin.
5. the construction formwork mounting method that early removing system according to claim 4 uses, it is characterized in that: one end of described connection inner corner trim mould connects slab form and fixes with described taper pin, and the other end connecting wall template of described connection inner corner trim mould is also fixed with described taper pin.
6. the construction formwork mounting method that early removing system according to claim 4 uses, it is characterized in that: one end of described connection inner corner trim mould connects slab form and fixes with described taper pin, and the other end tie-beam side template of described connection inner corner trim mould is also fixed with described taper pin.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410144653.7A CN103883119A (en) | 2014-04-11 | 2014-04-11 | Building formwork installation method used for early-detached system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410144653.7A CN103883119A (en) | 2014-04-11 | 2014-04-11 | Building formwork installation method used for early-detached system |
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| CN103883119A true CN103883119A (en) | 2014-06-25 |
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| CN201410144653.7A Pending CN103883119A (en) | 2014-04-11 | 2014-04-11 | Building formwork installation method used for early-detached system |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106013796A (en) * | 2016-07-26 | 2016-10-12 | 中国建筑第八工程局有限公司 | Early-disassembling formwork system and construction method thereof |
| CN106968431A (en) * | 2017-02-01 | 2017-07-21 | 金美华 | Beam bottom mother plate |
| CN107090974A (en) * | 2017-07-03 | 2017-08-25 | 北京城建六建设集团有限公司 | A kind of top plate Quick Release support system and its construction method |
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| CN2849027Y (en) * | 2005-09-18 | 2006-12-20 | 邝艳兰 | High efficiency environmental protection plastic steel mould |
| KR20110008008U (en) * | 2010-02-06 | 2011-08-12 | (주)블루폼 | Inconer panel with advanced dimensional control |
| CN202187547U (en) * | 2011-06-17 | 2012-04-11 | 深圳汇林达科技有限公司 | Light and high-strength alloy early-removed template system |
| CN202882410U (en) * | 2012-11-15 | 2013-04-17 | 福建安厦新型建筑模板制造有限公司 | Steel frame template assembly |
| CN103276891A (en) * | 2013-06-08 | 2013-09-04 | 广东台澳特种铝材有限公司 | Aluminum template system for building |
| CN203361627U (en) * | 2013-06-08 | 2013-12-25 | 广东一百建筑科技有限公司 | System capable of rapidly detaching aluminum alloy wall formwork |
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2014
- 2014-04-11 CN CN201410144653.7A patent/CN103883119A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2849027Y (en) * | 2005-09-18 | 2006-12-20 | 邝艳兰 | High efficiency environmental protection plastic steel mould |
| KR20110008008U (en) * | 2010-02-06 | 2011-08-12 | (주)블루폼 | Inconer panel with advanced dimensional control |
| CN202187547U (en) * | 2011-06-17 | 2012-04-11 | 深圳汇林达科技有限公司 | Light and high-strength alloy early-removed template system |
| CN202882410U (en) * | 2012-11-15 | 2013-04-17 | 福建安厦新型建筑模板制造有限公司 | Steel frame template assembly |
| CN103276891A (en) * | 2013-06-08 | 2013-09-04 | 广东台澳特种铝材有限公司 | Aluminum template system for building |
| CN203361627U (en) * | 2013-06-08 | 2013-12-25 | 广东一百建筑科技有限公司 | System capable of rapidly detaching aluminum alloy wall formwork |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106013796A (en) * | 2016-07-26 | 2016-10-12 | 中国建筑第八工程局有限公司 | Early-disassembling formwork system and construction method thereof |
| CN106013796B (en) * | 2016-07-26 | 2019-01-04 | 中国建筑第八工程局有限公司 | Early-dismantling formwork system and its construction method |
| CN106968431A (en) * | 2017-02-01 | 2017-07-21 | 金美华 | Beam bottom mother plate |
| CN107090974A (en) * | 2017-07-03 | 2017-08-25 | 北京城建六建设集团有限公司 | A kind of top plate Quick Release support system and its construction method |
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Application publication date: 20140625 |