CN102808507A - Formwork system and construction method using same - Google Patents
Formwork system and construction method using same Download PDFInfo
- Publication number
- CN102808507A CN102808507A CN2012102964337A CN201210296433A CN102808507A CN 102808507 A CN102808507 A CN 102808507A CN 2012102964337 A CN2012102964337 A CN 2012102964337A CN 201210296433 A CN201210296433 A CN 201210296433A CN 102808507 A CN102808507 A CN 102808507A
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- China
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- template
- plugging structure
- template system
- connector
- soft plugging
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Links
- 238000010276 construction Methods 0.000 title claims abstract description 10
- 238000009415 formwork Methods 0.000 title abstract description 4
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 55
- 239000010959 steel Substances 0.000 claims abstract description 55
- 239000004567 concrete Substances 0.000 claims abstract description 54
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 6
- 238000011065 in-situ storage Methods 0.000 claims abstract description 4
- 238000012856 packing Methods 0.000 claims description 7
- 210000003141 lower extremity Anatomy 0.000 claims description 6
- 230000003014 reinforcing effect Effects 0.000 claims description 6
- 239000011120 plywood Substances 0.000 claims description 3
- 238000009434 installation Methods 0.000 abstract description 8
- 238000000034 method Methods 0.000 abstract description 7
- 239000002002 slurry Substances 0.000 abstract description 5
- 238000005096 rolling process Methods 0.000 abstract 1
- 239000002390 adhesive tape Substances 0.000 description 5
- 239000004568 cement Substances 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000001771 impaired effect Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
Images
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The invention discloses a template system, and belongs to the technical field of constructional engineering. A construction method using the formwork system is also disclosed. The template system is convenient to install and not easy to have slab staggering and slurry leakage in the using process. A construction method using the formwork system is also provided. The template system comprises template bodies and a connecting piece containing a soft plugging structure, wherein two adjacent template bodies are connected through the connecting piece, and a gap between the two adjacent template bodies is plugged through the soft plugging structure. The construction method comprises the following steps of marking a template system installation line, binding and rolling concrete steel bars, and assembling the template system; and then erecting a template system according to the installation line to form a reinforced concrete filling space, then pouring the reinforced concrete in situ, and removing the template system after the poured reinforced concrete is solidified, thereby finishing the construction work of pouring the reinforced concrete by using the template system.
Description
Technical field
The present invention relates to a kind of template system, belong to construction engineering technical field.The invention still further relates to a kind of job practices of using said template system concreting.
Background technology
Traditional construction formwork is a steel form; Adopt the method for said steel form concreting to be: according to the position of concrete shear force wall at cast-in-place qualified floor face; Install described steel form; Between adjacent two steel forms, be used for the shutoff gap through pasting double faced adhesive tape simultaneously, the gap between floor face and steel form all adopts cement paste seat slurry to carry out shutoff usually.There is following shortcoming in above-mentioned technical method: behind (1) cement paste seat slurry shutoff slit, when steel form verticality and planeness do not meet the demands, behind the adjustment steel form, occur new slit again, concrete pouring quality can not get guaranteeing; (2) cement paste raw material, stirring, seat slurry have increased labour cost, make engineering cost increase; (3) between adjacent two steel forms, to paste difficulty big for double faced adhesive tape, and double faced adhesive tape can not be reused; (4) after the concreting, the cement seat slurry is rejected need increase artificial the input again, and possibly cause floor face impaired; (5) concrete pouring quality can not get guaranteeing, at adjacent two steel form places, occurs faulting of slab ends, spillage and voids and pits phenomenon easily; (6) faulting of slab ends, spillage and voids and pits have reduced structure durability.
Summary of the invention
Technical problem to be solved by this invention is: provide a kind of easy for installation, be not easy to occur the template system of faulting of slab ends and spillage in the use.Simultaneously, the present invention also provides a kind of job practices of using said template system to build steel concrete.
The technical scheme that adopts for solving the problems of the technologies described above is: a kind of template system; Comprise the template body; Also comprise the connector that contains soft plugging structure; Adjacent two template bodies connect through described connector, and the gap between adjacent two template bodies is through described soft plugging structure shutoff.
Further be; Described template body is processed by wooden plywood; Described connector is processed by steel plate; Soft plugging structure is fixed on the longitudinal middle part of connector, and connector is connected with wooden template body-fixed through the steel plate of soft plugging structure both sides respectively, and soft plugging structure is crimped in the gap between described two wooden template bodies.
The optimal way of such scheme is, also is provided with the fixed strip of being processed by steel plate at the connector longitudinal middle part, and soft plugging structure is fixed on the longitudinal middle part of connector through fixed strip.
Further be the elasticity shutoff bar that said soft plugging structure is processed by felt.
Further be; On the lower limb of the said template system that is spliced by polylith template body, also be furnished with described soft plugging structure; The fixed structure of said soft plugging structure through being made up of steel plate and said fixed strip is fixed in template system lower limb and the gap on basis that needs concreting.
Adopt described template system to build the job practices of steel concrete, may further comprise the steps,
At first, after cast-in-place concrete floor is built completion, the template system position line of steel concrete is set on cast-in-place concrete floor, and the said steel concrete reinforcing bar of colligation; Meanwhile, adopt the said connector that contains soft plugging structure (1) to connect into template system the template body; With said template system, prop up on the position line of the reinforcing bar both sides that are set to the qualified steel concrete of colligation then, constitute steel concrete packing space and fixed form system; The cast-in-place shear wall concrete constitutes steel concrete in the steel concrete packing space at last, treat that cast-in-situ steel reinforced concrete solidifies after, the stripping system has promptly accomplished and has adopted template system to build the construction working of steel concrete.
Further be fixedly the time, to adopt scaffold support system to fix to template system.
The invention has the beneficial effects as follows: through above-mentioned a connector that contains soft plugging structure is set, adjacent two template bodies are connected, and, shutoff is carried out in the gap between adjacent two template bodies through the soft plugging structure on the said connector.Like this; Because adjacent two template bodies connect through connector; Between the gap carry out shutoff through soft plugging structure, be connected through fastener thereby make between described template system and existing adjacent two templates, the gap between adjacent two templates is adopted and is pasted the structure that double faced adhesive tape carries out shutoff and compare with method of operating; Make the easier for installation of template system of the present invention, more difficult faulting of slab ends and the spillage of occurring in the use.When the template system of said structure is used to build steel concrete; Owing to connect through described connector between adjacent two template bodies; So all faulting of slab ends can not appear installing and build in the process, and the gap between adjacent two template bodies, and the gap between template body and the cast-in-place concrete floor all is to adopt said soft plugging structure to carry out shutoff; And soft plugging structure is fixed on the template body through connector or fixed structure again; So no matter be the installation of template body, or the shutoff in the gap between the template body is all very convenient; The effect of prevention spillage is all good especially, can prevent effectively that spillage from appearring in gap and the gap between template body and the cast-in-place concrete floor between the template body.Simultaneously;, also be to adopt the described fixing soft plugging structure of fixed structure that is fixed on the template body to carry out shutoff also owing to the gap between template body and the cast-in-place concrete floor, so; Both made because the verticality and the planeness of template system do not meet the demands; And behind the adjustment template system, new slit still can not appear, concrete pouring quality can effectively be guaranteed.
Description of drawings
Fig. 1 is the structural representation of a kind of template system of the present invention;
Fig. 2 is the A-A sectional view of Fig. 1;
Fig. 3 is the B-B sectional view of Fig. 1;
Fig. 4 is the structural representation of the connector that the present invention relates to;
Fig. 5 is the soft plugging structure that the present invention relates to and the sketch map that is connected of fixed structure.
Be labeled as among the figure: soft plugging structure 1, connector 2, template body 3, fixed strip 4, fixed structure 5, cast-in-place concrete floor 6, steel concrete 7, template system 8, steel concrete packing space 9.
The specific embodiment
As Fig. 1, Fig. 2, Fig. 3, Fig. 4 and shown in Figure 5 be provided by the invention a kind of easy for installation, be not easy to occur the template system of faulting of slab ends and spillage in the use.Said template system comprises template body 3, also comprises the connector 2 that contains soft plugging structure 1, and adjacent two template bodies 3 connect through described connector 2, and the gap between adjacent two template bodies 3 is through described soft plugging structure 1 shutoff.Simultaneously, the present invention also provides a kind of job practices of using said template system to build steel concrete.Said job practices may further comprise the steps,
At first, after cast-in-place concrete floor 6 is built completion, template system 8 position lines of steel concrete 7 are set on cast-in-place concrete floor 6, and the said steel concrete reinforcing bar of colligation; Meanwhile, adopt the said connector 2 that contains soft plugging structure 1 to connect into template system 8 template body (3); With said template system 8, prop up on the position line of the reinforcing bar both sides that are set to the qualified said steel concrete of colligation then, constitute steel concrete packing space 9 and fixed form system 8; The cast-in-place shear wall concrete constitutes steel concrete 7 in steel concrete packing space 9 at last, treat that cast in situ ferroconcrete wall 7 solidifies after, stripping system 8 has promptly accomplished and has adopted template system to build the construction working of steel concrete.
Through above-mentioned a connector 2 that contains soft plugging structure 1 is set, adjacent two template bodies 3 are connected, and, shutoff is carried out in the gap between adjacent two template bodies 3 through the soft plugging structure 1 on the said connector 2.Like this; Because adjacent two template bodies 3 connect through connector 2; Between the gap carry out shutoff through soft plugging structure 1, be connected through fastener thereby make between described template system and existing adjacent two templates, the gap between adjacent two templates is adopted and is pasted the structure that double faced adhesive tape carries out shutoff and compare with method of operating; Make the easier for installation of template system 8 of the present invention, more difficult faulting of slab ends and the spillage of occurring in the use.When the template system 8 of said structure is used to build steel concrete; Owing to connect through described connector 2 between adjacent two template bodies 3; So all faulting of slab ends can not appear installing and build in the process, and the gap between adjacent two template bodies 3, and the gap between template body 3 and the cast-in-place concrete floor 6 all is that the said soft plugging structure 1 of employing carries out shutoff; And soft plugging structure 1 is fixed on the template body 3 through connector 2 or fixed structure 5 again; So no matter be the installation of template body 3, or the shutoff in the gap between the template body 3 is all very convenient; The effect of prevention spillage is all good especially, can prevent effectively that spillage from appearring in gap and the gap between template body 3 and the cast-in-place concrete floor 6 between the template body.Simultaneously;, also be to adopt the described fixing soft plugging structure 1 of fixed structure that is fixed on the template body 3 to carry out shutoff also owing to the gap between template body 3 and the cast-in-place concrete floor 6, so; Both made because the verticality and the planeness of template system do not meet the demands; And behind the adjustment template system, new slit still can not appear, concrete pouring quality can effectively be guaranteed.
In the above-mentioned embodiment,, and convenient soft plugging structure 1 is fixed to connector 2 for the ease of being connected between connector 2 and the template body 3; And then when template body 3 is connected into template system; Conveniently soft plugging structure 1 is crimped in the gap between described two wooden template bodies 3, simultaneously, when described template system 8 is used to build steel concrete 7; Make and also do not occur spillage between template body 3 and the cast-in-place concrete floor 6; Described template body 3 is processed by wooden plywood, and described connector 2 is processed by steel plate, and soft plugging structure 1 is fixed on the longitudinal middle part of connector 2; Connector 2 is fixedly connected with wooden template body 3 through the steel plate of soft plugging structure 1 both sides respectively, and soft plugging structure 1 is crimped in the gap between described two wooden template bodies 3; Also be provided with the fixed strip of being processed by steel plate 4 at connector 2 longitudinal middle parts, soft plugging structure 1 is fixed on the longitudinal middle part of connector 2 through fixed strip 4; On the lower limb of the said template system that is spliced by polylith template body 3, also be furnished with described soft plugging structure 1; The fixed structure 5 of said soft plugging structure 1 through being made up of steel plate and said fixed strip 4 is fixed in template system lower limb and the gap on basis that needs concreting.Simultaneously,, reduce the manufacturing cost of soft plugging structure 1, be convenient to again be fixed on the connector 2, the elasticity shutoff bar that said soft plugging structure 1 is processed by felt in order to have improved the plugging effect of soft plugging structure 1.
Claims (7)
1. template system; Comprise template body (3); It is characterized in that: also comprise the connector (2) that contains soft plugging structure (1); Adjacent two template bodies (3) connect through described connector (2), and the gap between adjacent two template bodies (3) is through described soft plugging structure (1) shutoff.
2. a kind of template system according to claim 1; It is characterized in that: described template body (3) is processed by wooden plywood; Described connector (2) is processed by steel plate; Soft plugging structure (1) is fixed on the longitudinal middle part of connector (2), and connector (2) is fixedly connected with wooden template body (3) through the steel plate of soft plugging structure (1) both sides respectively, and soft plugging structure (1) is crimped in the gap between described two wooden template bodies (3).
3. a kind of template system according to claim 2; It is characterized in that: also be provided with the fixed strip of being processed by steel plate (4) at connector (2) longitudinal middle part, soft plugging structure (1) is fixed on the longitudinal middle part of connector (2) through fixed strip (4).
4. according to claim 1,2 or 3 described a kind of template systems, it is characterized in that: the elasticity shutoff bar that said soft plugging structure (1) is processed by felt.
5. a kind of template system according to claim 4; It is characterized in that: on the lower limb of the said template system that is spliced by polylith template body (3), also be furnished with described soft plugging structure (1); The fixed structure (5) of said soft plugging structure (1) through being made up of steel plate and said fixed strip (4) is fixed in the gap on template system lower limb and the basis that needs concreting.
6. adopt the described template system of claim 5 to build the job practices of steel concrete, it is characterized in that: may further comprise the steps,
At first, after cast-in-place concrete floor (6) is built completion, template system (8) position line of steel concrete (7) is set on cast-in-place concrete floor (6), and the said steel concrete reinforcing bar of colligation; Meanwhile, adopt the said connector (2) that contains soft plugging structure (1) to connect into template system (8) template body (3); With said template system (8), prop up on the position line of the reinforcing bar both sides that are set to the qualified said steel concrete of colligation then, constitute steel concrete packing space (9) and fixed form system (8); The cast-in-place shear wall concrete constitutes steel concrete (7) in steel concrete packing space (9) at last, treat that cast-in-situ steel reinforced concrete (7) solidifies after, stripping system (8) has promptly accomplished and has adopted template system to build the construction working of steel concrete.
7. job practices of building steel concrete according to claim 6 is characterized in that: fixedly the time, adopting scaffold support system to fix template system (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210296433.7A CN102808507B (en) | 2012-08-20 | 2012-08-20 | Formwork system and construction method using same |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210296433.7A CN102808507B (en) | 2012-08-20 | 2012-08-20 | Formwork system and construction method using same |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102808507A true CN102808507A (en) | 2012-12-05 |
| CN102808507B CN102808507B (en) | 2015-03-18 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201210296433.7A Active CN102808507B (en) | 2012-08-20 | 2012-08-20 | Formwork system and construction method using same |
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| Country | Link |
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| CN (1) | CN102808507B (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104164972A (en) * | 2014-08-04 | 2014-11-26 | 浙江省建工集团有限责任公司 | Cast-in-place concrete archaistic wall construction method |
| CN105064677A (en) * | 2015-08-11 | 2015-11-18 | 山东明达建筑科技有限公司 | Slurry-leakage-preventing rubber form and construction method thereof |
| CN105484498A (en) * | 2016-01-04 | 2016-04-13 | 中国建筑第八工程局有限公司 | Anti-slurry-leakage construction method of core tube wall |
| CN109403474A (en) * | 2018-12-20 | 2019-03-01 | 陕西建工新型建设有限公司 | A kind of assembled architecture joint seal control tool and construction method |
| WO2019222896A1 (en) * | 2018-05-21 | 2019-11-28 | 增城市碧桂园物业发展有限公司 | Floor panel and construction method thereof |
| CN112900696A (en) * | 2021-01-25 | 2021-06-04 | 天造机器人科技(广东)有限公司 | Cast-in-place wall body pouring method based on robot |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201280815Y (en) * | 2008-09-11 | 2009-07-29 | 南京建工集团有限公司 | Pulp anti-leakage sealing strip for pouring template |
| CN101748890A (en) * | 2008-12-08 | 2010-06-23 | 河南省第五建筑安装工程（集团）有限公司 | Template dowel bar |
| CN201817939U (en) * | 2010-10-19 | 2011-05-04 | 北方工业大学 | Connecting structure of cement formworks |
| CN201933782U (en) * | 2011-01-20 | 2011-08-17 | 河南科兴建设有限公司 | Sealing strip for edge joint of cast-in-situ concrete formworks |
| CN202745375U (en) * | 2012-08-20 | 2013-02-20 | 十九冶成都建设有限公司 | Template system |
-
2012
- 2012-08-20 CN CN201210296433.7A patent/CN102808507B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201280815Y (en) * | 2008-09-11 | 2009-07-29 | 南京建工集团有限公司 | Pulp anti-leakage sealing strip for pouring template |
| CN101748890A (en) * | 2008-12-08 | 2010-06-23 | 河南省第五建筑安装工程（集团）有限公司 | Template dowel bar |
| CN201817939U (en) * | 2010-10-19 | 2011-05-04 | 北方工业大学 | Connecting structure of cement formworks |
| CN201933782U (en) * | 2011-01-20 | 2011-08-17 | 河南科兴建设有限公司 | Sealing strip for edge joint of cast-in-situ concrete formworks |
| CN202745375U (en) * | 2012-08-20 | 2013-02-20 | 十九冶成都建设有限公司 | Template system |
Non-Patent Citations (2)
| Title |
|---|
| 陈永存等: "短肢剪力墙结构模板安装方法", 《施工技术》 * |
| 陈耀钢等: "全预制装配整体式剪力墙结构节点连接施工技术", 《施工技术》 * |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104164972A (en) * | 2014-08-04 | 2014-11-26 | 浙江省建工集团有限责任公司 | Cast-in-place concrete archaistic wall construction method |
| CN105064677A (en) * | 2015-08-11 | 2015-11-18 | 山东明达建筑科技有限公司 | Slurry-leakage-preventing rubber form and construction method thereof |
| CN105064677B (en) * | 2015-08-11 | 2017-07-28 | 山东明达建筑科技有限公司 | Mortar leakage prevention rubber form and its construction method |
| CN105484498A (en) * | 2016-01-04 | 2016-04-13 | 中国建筑第八工程局有限公司 | Anti-slurry-leakage construction method of core tube wall |
| WO2019222896A1 (en) * | 2018-05-21 | 2019-11-28 | 增城市碧桂园物业发展有限公司 | Floor panel and construction method thereof |
| CN109403474A (en) * | 2018-12-20 | 2019-03-01 | 陕西建工新型建设有限公司 | A kind of assembled architecture joint seal control tool and construction method |
| CN109403474B (en) * | 2018-12-20 | 2023-09-22 | 陕西建工新型建设有限公司 | Control tool for assembled building joint sealing and construction method |
| CN112900696A (en) * | 2021-01-25 | 2021-06-04 | 天造机器人科技(广东)有限公司 | Cast-in-place wall body pouring method based on robot |
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| CN102808507B (en) | 2015-03-18 |
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