CN105756340A - Wall formwork for building - Google Patents
Wall formwork for building Download PDFInfo
- Publication number
- CN105756340A CN105756340A CN201610280839.4A CN201610280839A CN105756340A CN 105756340 A CN105756340 A CN 105756340A CN 201610280839 A CN201610280839 A CN 201610280839A CN 105756340 A CN105756340 A CN 105756340A
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- CN
- China
- Prior art keywords
- panel
- end plate
- ribs
- plate
- pulling
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Classifications
-
- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention provides a wall formwork for a building.The wall formwork comprises a panel, side plates perpendicular to the panel and fixed to the two sides of the panel respectively, and end plates perpendicular to the panel and fixed to the two ends of the panel respectively, wherein each side plate is provided with six pull tab grooves.The wall formwork further comprises at least ten reinforcing ribs and at least four reinforcing plates, wherein the reinforcing ribs are perpendicularly fixed to the panel and are arranged in parallel in the length direction of the panel, each end plate is connected with the reinforcing ribs closest to the end plate through at least two parallel reinforcing plates, and each reinforcing rib comprises a base plate fixed to the panel and a rib plate extending vertically from the side, away from the panel, of the base plate.Compared with related techniques, the wall formwork has the advantages of being low in self weight, low in cost, high in assembly and disassembly efficiency and good in installation effect.
Description
[technical field]
The present invention relates to building template technical field, particularly relate to a kind of building wall template.
[background technology]
In building template field, template is a kind of temporary supporting structure, makes by designing requirement, makes xoncrete structure, component shape by the position of regulation, physical dimension, keeps its tram, and bears building template deadweight and the external loads being applied to it.Carry out the purpose of form work engineering, be to ensure that concrete engineering quality and construction safety, accelerating construction progress and reduction engineering cost.
Existing aluminum alloy pattern plate due to good endurance, production standard degree is high, speed of application is relatively fast, the template number of turnover is high and material consumption is few and puts it over.Its wall form includes outer wall template and inside wall formwork, and the spacing between inner, external wall template is wall thickness, and outer wall template and inside wall formwork form by some pieces of metope template splicings are fixing.Metope template in correlation technique includes panel, be perpendicular to panel and be individually fixed in the side plate of panel both sides, be perpendicular to panel and be individually fixed in the end plate at panel two ends, be perpendicularly fixed on panel and the second reinforcement of some first reinforcements of be arrangeding in parallel along the length direction of panel and vertical link panel and first reinforcement adjacent with end plates, panel, biside plate, two ends panel enclose and set formation one host cavity, and the first reinforcement and the second reinforcement are contained in host cavity.Wherein, the cross section of the first reinforcement is " convex " font, and the second reinforcement is hollow square tube.But this metope template weight is bigger, relatively costly；Carrying effort, to pick and place inconvenience, mounting or dismounting inefficient；And when being used for pulling-on piece formula to pull system, the pulling-on piece groove irregular distribution that side plate is offered, cause that metope template load bearing effect is poor.Thus, there is the deficiency that deadweight is bigger, relatively costly, mounting or dismounting are inefficient and installation effect is poor in the metope template of correlation technique.
Therefore, it is necessary in fact to provide a kind of new building wall template to overcome above-mentioned technical problem.
[summary of the invention]
The technical issues that need to address of the present invention be to provide a kind of from heavy and light, less costly, mounting or dismounting efficiency is higher and installs the good building wall template of effect.
nullOne building wall template of the present invention，A kind of building wall template，Including panel、It is perpendicular to described panel and is individually fixed in the side plate of described panel both sides and is perpendicular to described panel and is individually fixed in the end plate at described panel two ends，Described panel、Side plate described in two、End plate described in two jointly encloses to set and forms a rectangular-shaped host cavity，Each described side plate all offers six road pulling-on piece grooves，Described pulling-on piece groove is symmetrical along the centrage in described building wall template length direction，Described building wall template also includes at least ten ribs and at least four blocks of reinforcement plates，Described ribs and reinforcement plate are contained in described host cavity，Described ribs is perpendicularly fixed on described panel and be arranged in parallel along the length direction of described panel，The two ends of described ribs are fixing with side plate described in two respectively to be connected，Described end plate and described ribs are parallel to each other，Described end plate by be parallel to each other at least two described in strengthen plate with next-door neighbour described end plate described ribs be connected，Described reinforcement plate and described end plate are mutually perpendicular to，Described ribs includes the substrate being fixed on described panel and the floor extending vertically formation from the side away from described panel of described substrate，The spacing of the end plate of pulling-on piece groove described in first and pulling-on piece groove described in close first is 100 ± 5mm，Pulling-on piece groove described in first is followed successively by 200 ± 5mm to the spacing between every two adjacent described pulling-on piece grooves of pulling-on piece groove described in the 6th road、400±5mm、400±5mm、400±5mm、600±5mm.
Preferably, described floor all extends to form towards the direction near same described end plate from the side away from described panel of described substrate.
Preferably, the number of described reinforcement plate is 4, and arranges relative to the centrosymmetry of described building wall template.
Preferably, the number of described ribs is 10, and wherein, the spacing of two adjacent ribs of end plate described in close is compared with the big 50-100mm of spacing of other two adjacent ribs, and the spacing of the pulling-on piece groove of described end plate and the described end plate of next-door neighbour is 300 ± 5mm.
Preferably, also including the boss being arranged at described four corners of host cavity, described boss is all simultaneously fixing connects described panel, end plate, side plate.
Preferably, described in described panel and two, side plate one is extruded.
Preferably, side plate described in described panel and two is made up of aluminium alloy 6061-T6 section bar.
Compared with correlation technique, the beneficial effects of the present invention is, the application building wall is template optimized ribs and the structure strengthening plate, while guaranteeing support strength, also significantly lower in the weight of monolithic wall form for building, the 28.6kg of correlation technique be reduced to 25.9kg, loss of weight more than 9%, from heavy and light, the aluminum alloy materials cost used is significantly reduced, and meanwhile, the labor intensity of carrying and mounting or dismounting is also greatly reduced.And, the rib structure of ribs is arranged, not only increase the intensity of monolithic wall form for building, it is also convenient for operator's gripping, carrying, this wall form for building of mounting or dismounting, on the basis of weight saving, not only further increase mounting or dismounting efficiency, it is thus also avoided that use maloperation adverse effect during tool hammer mounting or dismounting pin pin sheet.And, the setting of side plate six road pulling-on piece groove, agree with conventional 2400mm building wall template, whole template system uniform force, tension is solid effective, through field measurement, represent the evaluation and test of the index " hanging down five flat five " of die-filling effect and divide and reach more than 95 points, be much better than required " hanging down five flat eight " of client.Thus, from heavy and light, less costly, mounting or dismounting efficiency is higher and it is better to install effect.
[accompanying drawing explanation]
Fig. 1 is building wall template perspective view of the present invention；
Fig. 2 is building wall template top view of the present invention；
Fig. 3 is building wall template stereochemical structure decomposing schematic representation of the present invention.
[detailed description of the invention]
For the ease of understanding the present invention, below with reference to relevant drawings, the present invention is described more fully.Accompanying drawing gives the preferred embodiment of the present invention.But, the present invention can realize in many different forms, however it is not limited to embodiment described herein.On the contrary, the purpose providing these embodiments is to make the understanding to the disclosure more thorough comprehensively.
Shown in reference Fig. 1-Fig. 3, the application one building wall template 100, including panel 10, it is perpendicular to panel 10 and is individually fixed in the side plate 11 of panel 10 both sides and is perpendicular to panel 10 and is individually fixed in the end plate at panel 10 two ends.This end plate is divided into the first end plate 121 and the second end plate 122, during use, building wall template 100 is perpendicular to concrete floor and places, and the second end plate 122 is positioned at the top of the first end plate 121.Panel 10, biside plate the 11, first end plate 121 and the second end plate 122 jointly enclose to set and form a rectangular-shaped host cavity 16.Every side plate 11 all offers six road pulling-on piece grooves, respectively first pulling-on piece groove 111, second pulling-on piece groove the 112, the 3rd road pulling-on piece groove the 113, the 4th road pulling-on piece groove the 114, the 5th road pulling-on piece groove the 115, the 6th road pulling-on piece groove 116, wherein first pulling-on piece groove 111 is near the first end plate 121, and the 6th road pulling-on piece groove 116 is near the second end plate 122.Pulling-on piece groove is symmetrical along the centrage (not shown) of the application building wall template 100 length direction, and herein described length direction is X-direction as shown in Figure 1.
The application building wall template 100 also includes at least ten ribs 13 and at least four blocks of reinforcement plates 14.Ribs 13 and reinforcement plate 14 are contained in host cavity 16.Ribs 13 is perpendicularly fixed on panel 10 and be arranged in parallel along the length direction of panel 10, and the two ends of ribs 1 are fixing with biside plate 11 respectively to be connected.First end plate the 121, second end plate 122 is all parallel to each other with ribs 13, first end plate 121 is connected with the ribs 13 of next-door neighbour's the first end plate 121 by least two reinforcement plates 14 being parallel to each other, and the second end plate 122 is strengthened plates 14 again by be parallel to each other at least two and is connected with the ribs 13 of next-door neighbour's the second end plate 122.Strengthen plate 14 and the first end plate 121, reinforcement plate 14 second end plate 122 vertical mutually.Ribs 13 includes the substrate 131 being fixed on panel 10 and the floor 132 extending vertically formation from the side away from panel 10 of substrate 131.The spacing of the first end plate 121 of first pulling-on piece groove 111 and close first pulling-on piece groove 111 is 100 ± 5mm, and the spacing between every two adjacent pulling-on piece grooves of first pulling-on piece groove the 111 to the 6th road pulling-on piece groove 116 is followed successively by 200 ± 5mm, 400 ± 5mm, 400 ± 5mm, 400 ± 5mm, 600 ± 5mm.
When panel and side plate do not make bigger change, the application building wall is template optimized ribs and the structure strengthening plate, be 9 the first reinforcements, 2 the second reinforcements simultaneously in quantitative aspects, correlation technique, the application is 10 ribs, strengthens plate for 4 pieces.But the application passes through structure optimization, the weight of monolithic wall form for building is also significantly lower in while guaranteeing support strength, it is reduced to 25.9kg by the 28.6kg of correlation technique, loss of weight more than 9%, from heavy and light, the aluminum alloy materials cost used is significantly reduced, and meanwhile, the labor intensity of carrying and mounting or dismounting is also greatly reduced.Visible, the application building wall template is compared with the metope template in correlation technique, in the situation of equivalent specifications size, it may be achieved ribs, reinforcement plate number are slightly many, and weight saving, the impregnable effect of intensity.And, the rib structure of ribs is arranged, not only increase the intensity of monolithic wall form for building, it is also convenient for operator's gripping, carrying, this wall form for building of mounting or dismounting, on the basis of weight saving, not only further increase mounting or dismounting efficiency, also avoid the impact using maloperation during tool hammer mounting or dismounting pin pin sheet to bring, because during mounting or dismounting pin pin sheet, tool hammer is easily knocked on ribs by operator, and then cause ribs to deform, thus causing that wall form local support intensity for building reduces, die-filling effect is poor.And, the setting of side plate six road pulling-on piece groove, agree with conventional 2400mm building wall template, whole template system uniform force, tension is solid effective, through field measurement, represent the evaluation and test of the index " hanging down five flat five " of die-filling effect and divide and reach more than 95 points, be much better than required " hanging down five flat eight " of client.Described " hanging down five flat five " refers to that vertical direction deviation is less than 5mm, and horizontal direction deviation is less than 5mm." hanging down five flat eight " and refer to that vertical direction deviation is less than 5mm, horizontal direction deviation is less than 8mm.
In present embodiment, floor 132 all extends to form towards close with the direction of end plate from the side away from panel 10 of substrate 131.Namely floor 132 all extends vertically towards the direction near the first end plate 121 from the side away from panel 10 of substrate 131, also can all extend vertically towards the direction near the second end plate 122, thus, is more beneficial for carrying and the mounting or dismounting of operator during construction.
In present embodiment, the number strengthening plate 14 is 4, and arranges relative to the centrosymmetry of building wall template 100.Thus, panel 10 bearing up-down force is more uniform, and support strength is higher.
In present embodiment, the number of ribs 13 is 10, wherein, the spacing of two adjacent ribs 13 of close second end plate 122 is compared with the big 50-100mm of spacing of other two adjacent ribs 13, and the spacing of the pulling-on piece groove of the second end plate 122 and next-door neighbour's the second end plate 122 is 300 ± 5mm.Thus, the distribution of ribs 13 is more reasonable, and support effect is better.
In present embodiment, the application building wall template 100 also includes the boss 15 being arranged at 16 4 corners of host cavity, and boss 15 is all simultaneously fixing connects panel 10, end plate, side plate 11.Thus, the panel 10 bearing strength in four corners is improved further.
In present embodiment, panel 10 and biside plate 11 one are extruded.
In present embodiment, panel 10 and biside plate 11 are made up of aluminium alloy 6061-T6 section bar.Thus, higher by integrated wall form 100 intensity for building of aluminium alloy extrusions, panel 10 is smooth, die-filling better effects if.
Compared with correlation technique, the beneficial effects of the present invention is, from heavy and light, less costly, mounting or dismounting efficiency is higher and it is better to install effect.
Above-described is only embodiments of the present invention, it should be noted here that for the person of ordinary skill of the art, without departing from the concept of the premise of the invention, it is also possible to make improvement, but these belong to protection scope of the present invention.
Claims (7)
- null1. a building wall template，Including panel、It is perpendicular to described panel and is individually fixed in the side plate of described panel both sides and is perpendicular to described panel and is individually fixed in the end plate at described panel two ends，Described panel、Side plate described in two、End plate described in two jointly encloses to set and forms a rectangular-shaped host cavity，Each described side plate all offers six road pulling-on piece grooves，Described pulling-on piece groove is symmetrical along the centrage in described building wall template length direction，It is characterized in that，Also include at least ten ribs and at least four blocks of reinforcement plates，Described ribs and reinforcement plate are contained in described host cavity，Described ribs is perpendicularly fixed on described panel and be arranged in parallel along the length direction of described panel，The two ends of described ribs are fixing with side plate described in two respectively to be connected，Described end plate and described ribs are parallel to each other，Described end plate by be parallel to each other at least two described in strengthen plate with next-door neighbour described end plate described ribs be connected，Described reinforcement plate and described end plate are mutually perpendicular to，Described ribs includes the substrate being fixed on described panel and the floor extending vertically formation from the side away from described panel of described substrate，The spacing of the end plate of pulling-on piece groove described in first and pulling-on piece groove described in close first is 100 ± 5mm，Pulling-on piece groove described in first is followed successively by 200 ± 5mm to the spacing between every two adjacent described pulling-on piece grooves of pulling-on piece groove described in the 6th road、400±5mm、400±5mm、400±5mm、600±5mm.
- 2. building wall template according to claim 1, it is characterised in that described floor all extends to form towards the direction near same described end plate from the side away from described panel of described substrate.
- 3. building wall template according to claim 1, it is characterised in that the number of described reinforcement plate is 4, and arrange relative to the centrosymmetry of described building wall template.
- 4. building wall template according to claim 3, it is characterized in that, the number of described ribs is 10, wherein, the spacing of two adjacent ribs of end plate described in close one is compared with the big 50-100mm of spacing of other two adjacent ribs, and the spacing of the pulling-on piece groove of described end plate and the described end plate of next-door neighbour is 300 ± 5mm.
- 5. building wall template according to claim 1, it is characterised in that also include the boss being arranged at described four corners of host cavity, described boss is all simultaneously fixing connects described panel, end plate, side plate.
- 6. building wall template according to claim 1, it is characterised in that described in described panel and two, side plate one is extruded.
- 7. building wall template according to claim 6, it is characterised in that side plate described in described panel and two is made up of aluminium alloy 6061-T6 section bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610280839.4A CN105756340A (en) | 2016-04-29 | 2016-04-29 | Wall formwork for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610280839.4A CN105756340A (en) | 2016-04-29 | 2016-04-29 | Wall formwork for building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105756340A true CN105756340A (en) | 2016-07-13 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610280839.4A Pending CN105756340A (en) | 2016-04-29 | 2016-04-29 | Wall formwork for building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105756340A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111576874A (en) * | 2020-06-08 | 2020-08-25 | 晟通科技集团有限公司 | Template fixing device and building wall |
| CN111719844A (en) * | 2020-06-27 | 2020-09-29 | 晟通科技集团有限公司 | Interior wall form and wall form assembly |
| CN111980397A (en) * | 2019-05-22 | 2020-11-24 | 湖南好快省建筑科技有限公司 | Exterior wall template system and using method thereof |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
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| KR20040032741A (en) * | 2002-10-09 | 2004-04-17 | 듀랜드 폼즈 인코포레이티드 | Concrete forming panel and method for making same |
| CN2718139Y (en) * | 2004-05-12 | 2005-08-17 | 付建军 | Aluminium alloy construction form assembly |
| CN201169911Y (en) * | 2008-03-24 | 2008-12-24 | 陈传为 | Aluminum alloy building shutter of main rib base with welding holes |
| CN203308079U (en) * | 2013-06-08 | 2013-11-27 | 广东台澳特种铝材有限公司 | Aluminum wall board used for building and convenient to carry |
| CN203514775U (en) * | 2013-09-04 | 2014-04-02 | 天津恒工模架工程股份有限公司 | Wall formwork for combined aluminum formwork |
-
2016
- 2016-04-29 CN CN201610280839.4A patent/CN105756340A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20040032741A (en) * | 2002-10-09 | 2004-04-17 | 듀랜드 폼즈 인코포레이티드 | Concrete forming panel and method for making same |
| CN2718139Y (en) * | 2004-05-12 | 2005-08-17 | 付建军 | Aluminium alloy construction form assembly |
| CN201169911Y (en) * | 2008-03-24 | 2008-12-24 | 陈传为 | Aluminum alloy building shutter of main rib base with welding holes |
| CN203308079U (en) * | 2013-06-08 | 2013-11-27 | 广东台澳特种铝材有限公司 | Aluminum wall board used for building and convenient to carry |
| CN203514775U (en) * | 2013-09-04 | 2014-04-02 | 天津恒工模架工程股份有限公司 | Wall formwork for combined aluminum formwork |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111980397A (en) * | 2019-05-22 | 2020-11-24 | 湖南好快省建筑科技有限公司 | Exterior wall template system and using method thereof |
| CN111576874A (en) * | 2020-06-08 | 2020-08-25 | 晟通科技集团有限公司 | Template fixing device and building wall |
| CN111719844A (en) * | 2020-06-27 | 2020-09-29 | 晟通科技集团有限公司 | Interior wall form and wall form assembly |
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Application publication date: 20160713 |
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