CN104763146B - Novel corner template system - Google Patents
Novel corner template system Download PDFInfo
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- CN104763146B CN104763146B CN201510199140.0A CN201510199140A CN104763146B CN 104763146 B CN104763146 B CN 104763146B CN 201510199140 A CN201510199140 A CN 201510199140A CN 104763146 B CN104763146 B CN 104763146B
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- frame
- interior
- reinforcement
- template
- corner template
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Abstract
The invention relates to a novel corner template system. The novel corner template system comprises a corner template, at least one pair of planar templates are symmetrically arranged with the corner template as the center, and each planar template is fixedly connected with the corner template through handles to enable two adjacent planar templates to form a right angle. The novel corner template system is simple in structure and convenient to use, the advantages that the corner template system composed by the planar templates is high in universality and wide in application range, the novel corner template system can simultaneously be used for the construction of inner corners and outer corners, the connection of building roof structures and beam bottom structures, and the corner template can be cut into different lengths according to on-site construction requirements to meet the requirements of walls of different heights. The planar templates are integrally formed through injection molding by adopting high-intensity polypropylene composite materials, the weight is light, the intensity is high, the durability is high, the turnaround times are increased by a large margin, and the construction efficiency is improved. Handle connecting holes and split bolt holes are formed in the planar templates to be adapted to variety types of connecting and fixing modes, and the novel corner template system meets the relate requirements of national building template construction specifications.
Description
Technical field
The present invention relates to construction implement, more particularly to a kind of Angle formwork system for concrete cast in construction
System.
Background technology
Building template be cast concrete building structures in necessary construction tool, and Angle formwork be in building template one
Kind, the size of existing Angle formwork is fixed, when size slightly changes and needs to remake new template in construction site,
Design and the input cost of construction enterprises are so considerably increased, and the scope of application is little, it is impossible to it is suitable for various differing heights
Body of wall, in addition existing Angle formwork assembling mode is complex, and low intensity easily affects construction quality.
The content of the invention
The applicant is directed to above-mentioned existing issue, has carried out Improvement, there is provided a kind of Angle formwork system, recycling rate of waterused
High and can meet various sizes, applied widely, storage, transport and easy for installation substantially increase efficiency of construction.
The technical solution adopted in the present invention is as follows：
A kind of Angle formwork system, including Angle formwork, at least a pair of planar template symmetrical cloth centered on the Angle formwork
Put, each plane template is affixed with the Angle formwork by handle, makes to form right angle between adjacent each other two piece plane template.
Its further technical scheme is：
The Angle formwork is made using hollow square steel, multiple handles is provided with four lateral surface of the Angle formwork and is connected
Connect hole；
The plane template includes panel and frame, and the frame is enclosed in the surrounding of the panel, on the panel
Multiple first double-walled reinforcements are arranged, is connected many walings along the periphery of the first double-walled reinforcement and is laterally strengthened
The end of muscle, the waling and cross reinforcing abuts with the inwall of the frame；
The frame includes interior frame and outer rim, and the interior frame and outer rim combine to form the second double-walled reinforcement,
In outer rim, the interior frame is enclosed and forms rectangle frame support body the interior frame arranged offset by four inner panels, the outside
Frame is enclosed by four outside plates and forms rectangle frame support body, and between the interior frame and four corners of outer rim corner connector is connected,
Multiple handle connecting holes for installing handle are also provided with each inner panel and outside plate；
Many first dowels are also connected with each other between a parallel inner panel and an outside plate；
The first double-walled reinforcement is made up of the external reinforcing ribs and interior reinforcement of two arranged concentrics, many second connections
One end of muscle is along the circumferential direction uniform and is connected with the inwall of the external reinforcing ribs, and the other end of second dowel is through simultaneously
Stretch out the interior reinforcement；
It is inclined-plane that second dowel stretches out the end face of interior reinforcement, and each inclined-plane is circumferentially formed thereon right for installing
The split bolt hole of bolt is drawn, the split bolt hole is infundibulate；
The waling, cross reinforcing are downward-sloping with the junction of the frame inwall and along level side
Low level reinforcement is formed to extension；The waling and cross reinforcing are staggered to form " ten " font；
The external reinforcing ribs are circle with interior reinforcement；
The frame, panel, the first double-walled reinforcement, waling and cross reinforcing adopt high-strength polypropylene
Composite is made.
Beneficial effects of the present invention are as follows：
Present configuration is simple, easy to use, and the Angle formwork system constituted using plane template is had highly versatile, is suitable for
The wide advantage of scope, can simultaneously be used for interior angle and exterior angle and the connection of Roofing slab structure, the construction of beam bottom structure, Angle formwork
Required that different length can be cut into according to site operation, meet the body of wall demand of differing heights.Plane template adopts high intensity
PP composite material and integrated injection molding are made, lightweight, and intensity is high, durability degree is high, increases substantially the number of turnover, carries
High efficiency of construction, convenient construction and carrying.It is suitable for by the setting handle connecting hole on plane template, split bolt hole various
Connection and fixed form, meet the related request of national building template job specfication, have the advantages that convenient to disassembly.Utilize
Handle connecting hole can will realize the splicing of polylith plane template, meet the wall construction of different size specification, each dimensions
Template be attached by adnexa, various building structure such as exterior wall, interior angle, exterior angle, beam, post, Roofing slab can be constituted.First
The arrangement of double-walled reinforcement meets the support of end face fixed disk, reinforces convenient, and the second double-walled reinforcement ensures edge of the present invention
The arrangement of structural strength, waling and cross reinforcing improves the intensity of planar structure of the present invention, and in addition the present invention can
Recycle, with the value of environmental protection.
Description of the drawings
Fig. 1 is the dimensional structure diagram of the present invention.
Fig. 2 is the front view of the present invention.
Fig. 3 is the dimensional structure diagram of midplane template of the present invention.
Fig. 4 is the dimensional structure diagram of the first embodiment of the invention.
Fig. 5 is the dimensional structure diagram of second embodiment of the invention.
Fig. 6 is the dimensional structure diagram of the third embodiment of the invention.
Fig. 7 is the dimensional structure diagram of the 4th kind of embodiment of the invention.
Fig. 8 is the dimensional structure diagram of the 5th kind of embodiment of the invention.
Wherein：1st, handle connecting hole；2nd, the first double-walled reinforcement；21st, external reinforcing ribs；22nd, interior reinforcement；23rd, inclined-plane；3、
Second double-walled reinforcement；4th, the first dowel；5th, split bolt hole；6th, the second dowel；7th, low level reinforcement；8th, it is longitudinally reinforced
Muscle；9th, cross reinforcing；10th, panel；11st, frame；111st, outside plate；112nd, inner panel；113rd, corner connector；114th, outer rim；115、
Interior frame；12nd, plane template；13rd, Angle formwork；14th, handle；15th, split bolt；16th, interior angle reinforcing member；17th, end face fixed disk；
18th, exterior angle reinforcing member；19th, through hole；201st, the first lateral support member；202nd, the second lateral support member；203rd, connector；
21st, external reinforcing ribs；22nd, interior reinforcement；211st, skewed horizontal load component；212nd, base plate；23rd, inclined-plane；24th, embedding complementary modulus plate.
Specific embodiment
Below in conjunction with the accompanying drawings, the specific embodiment of the present invention is illustrated.
As shown in figure 1, a kind of Angle formwork system includes Angle formwork 13, at least a pair of planar template 12 is with Angle formwork 13
It is centrosymmetrically arranged, each plane template 12 is affixed with Angle formwork 13 by handle 14, makes adjacent each other two piece plane template 12
Between form right angle, each piece of plane template 12 is respectively provided with a side and fits with a side of above-mentioned Angle formwork 13.Such as Fig. 1
Shown, above-mentioned Angle formwork 13 is made using hollow square steel, and multiple handle connections are provided with 13 4 lateral surface of Angle formwork
Hole 1, the height of the body of wall constructed as needed can select polylith plane template 12 to stack, and the length of Angle formwork 13 can basis
Construction requirement cuts, and with this construction of differing heights body of wall is met.
As shown in Figure 2 and Figure 3, above-mentioned plane template 12 includes panel 10 and frame 11, and frame 11 encloses four in panel 10
In week, multiple first double-walled reinforcements 2 are arranged on the faceplate 10, along the periphery of the first double-walled reinforcement 2 connect many it is longitudinally reinforced
The end of muscle 8 and cross reinforcing 9, waling 8 and cross reinforcing 9 abuts with the inwall of frame 11.Such as Fig. 2 institutes
Show, frame 11 includes interior frame 115 and outer rim 114, interior frame 115 and the combination of outer rim 114 form the second double-walled reinforcement
3, in outer rim 114, interior frame 115 is enclosed and forms rectangle frame support body the arranged offset of interior frame 115 by four inner panels 112, outward
Frame 114 is enclosed by four outside plates 111 and forms rectangle frame support body, is connected between interior frame 115 and four corners of outer rim 114
Corner connector 113 is connect, multiple handle connecting holes 1 for installing handle are also provided with each inner panel 112 and outside plate 111.Each other
Many first dowels 4 are also connected between a parallel inner panel 112 and an outside plate 111.As shown in Fig. 2 the first double-walled is strengthened
Muscle 2 is made up of the external reinforcing ribs 21 and interior reinforcement 22 of two arranged concentrics, and external reinforcing ribs 21 are circle with interior reinforcement 22.
One end of many second dowels 6 is along the circumferential direction uniform and is connected with the inwall of external reinforcing ribs 21, the second dowel 6 it is another
Run through and stretch out interior reinforcement 22 in end.Above-mentioned second dowel 6 stretch out interior reinforcement 22 end face be inclined-plane 23, the edge of each inclined-plane 23
Circumferencial direction forms the split bolt hole 5 for installing split bolt, and split bolt hole 5 is infundibulate.
As shown in Fig. 2 the junction of above-mentioned waling 8, cross reinforcing 9 and the inwall of frame 11 it is downward-sloping,
And horizontally extending formation low level reinforcement 7；Waling 8 and cross reinforcing 9 are staggered to form " ten " font.
Frame 11, panel 10, the first double-walled reinforcement 2, waling 8 and cross reinforcing 9 are compound using high-strength polypropylene
Material is made.
The specific embodiment of the present invention is as follows：
Embodiment 1：
As shown in figure 1, when highly higher body of wall is related to, two pieces of plane templates 12 are docked first, each plane template
12 outside plate 111 is abutted each other, then Angle formwork 13 is inserted between two pieces of plane templates 12, and Angle formwork 13 is hollow square
Steel, are provided with multiple handle connecting holes 1 on Angle formwork 13, on the handle connecting hole 1 on Angle formwork 13 and each plane template 12
The position of handle connecting hole 1 being provided with is corresponding.In the insertion process of Angle formwork 13, two adjacent faces that have of Angle formwork 13 begin
It is eventually that side with two pieces of plane templates 12 is fitted each other.Then as shown in figure 4, being respectively protruding into plane mould by multiple handles 14
In the handle connecting hole 1 of plate 12 and Angle formwork 13, so as to form Angle formwork system, in actual mechanical process, Angle formwork 13 can
To require the change for carrying out length according to site operation, according to the requirement of metope height, plane template 12 can be stacked and met
Differing heights size, then carries out concrete cast, and concrete placement is identical with the work progress of above-described embodiment 1.
Embodiment 2：
As shown in figure 4, passing through handle between each adjacent plane template 12（Not shown in figure）, handle connecting hole 1 realize it is solid
Connect, one end of handle has the flange matched with handle connecting hole 1, the other end of handle is usually handle, handle is carried
One end of flange is stretched into after connecting hole, and the splicing of two pieces of adjacent plane templates 12 is capable of achieving by rotating one end of handle,
By the way that polylith plane template 12 is spliced into composition lateral surface metope template, then the polylith plane template 12 of opposite side spliced again
Composition medial surface metope template, because each cross reinforcing 8, waling 9 and the junction of the inwall of frame 11 dip down
Tiltedly and horizontally extending formation low level reinforcement 7, the handle that avoids of low level reinforcement 7 is obstructed because of reinforcement excessive height
And situation about cannot rotate occurs, so as to ensure that the effectively connection between each plane template 12.Then by by split bolt
（Not shown in figure）Through the split bolt hole 5 of the plane template 12 of two block gaps, and by end face fixed disk（Do not show in figure
Go out）Fixed, split bolt reinforces both sides plane template 12, it is ensured that vertical and smooth, the Ran Hou of metope by way of tensing
Concrete is poured into a mould between external wall face die plate and inside wall face die plate, handle, end face fixed disk are unloaded after concrete setting, and divided
Not Chai Chu external wall face die plate and inside wall face die plate, the split bolt that concrete wall is exposed after dismounting cuts away.
Embodiment 3：
As shown in figure 5, dock polylith plane template 12 to form left side metope template and right-side wall face die plate first, it is each flat
The outside plate 111 of face die plate 12 is abutted each other, then Angle formwork 13 is inserted between two pieces of plane templates 12, and Angle formwork 13 is hollow
Square steel, multiple handle connecting holes 1 are provided with Angle formwork 13, the handle connecting hole 1 on Angle formwork 13 and each plane mould
The position of handle connecting hole 1 being provided with plate 12 is corresponding.Then many interior angle reinforcing members 16 are placed in into left side metope template, right side
The side of metope template, interior angle reinforcing member 16 is made up of rectangular steel tube, is provided with interior angle reinforcing member 1 multiple for installing to drawing
The through hole 19 of bolt 15, the connection of two for abutting each other piece interior angle reinforcing member 16 is simultaneously vertical each other, then by many split bolts
Fixed by end face fixed disk 17 through the split bolt hole 5 of plane template 12 and after interior angle reinforcing member 16, so as to group
Into interior angle hardened system.As shown in fig. 6, according to above-mentioned mounting means by exterior angle reinforcing member 18, end face fixed disk 17, plane template
12 connections form exterior angle hardened system, and exterior angle reinforcing member 18 is identical with the structure of interior angle reinforcing member 16, then reinforce system in interior angle
Concrete is poured into a mould between system and exterior angle hardened system, end face fixed disk 17, exterior angle is removed one by one again after concrete setting and is reinforced
Part 18, interior angle reinforcing member 16, finally by rotary handle 14 connection between each plane template 12 is released, and unloads plane template
12, the cast of corner concrete walls is completed by cutting away unnecessary split bolt.
Embodiment 4：
As shown in fig. 7, each plane template 12 is consolidated by handle 14, handle connecting hole 1 according to the installation process of embodiment 2
Inside wall face die plate, external wall face die plate are constituted after fixed, it is solid by split bolt 15, split bolt hole 5 and end face fixed disk 17
It is fixed, wherein passing through split bolt respectively on the adjacent plane template 12 of polylith in outer side wall face die plate, inside wall face die plate
15th, end face fixed disk 17 fixes the first lateral support member 201, the second lateral support member 202, wherein the second cross-brace group
Part 202 is located at the lower section of the first lateral support member 201, and the length of the second lateral support member 202 is more than the first cross-brace
Component 201, the first lateral support member 201 and the second lateral support member 202 are rectangular steel tube and make, and laterally prop up first
The through hole 19 run through for split bolt 15 is provided with the lateral support member 202 of support component 201 and second, in the first cross-brace
Affixed connector 203 on component 201, is then hinged one end of skewed horizontal load component 211 with connector 203, by oblique supporting
The other end of component 21 is hinged with base plate 212, and base plate 212 is fixed on a horizontal ground, and with this external wall face die plate, inner side are given
Metope template exerts a force respectively reinforcing, smooth so as to ensure the concrete wall surface poured into a mould.Then in outer side wall face die plate and inside wall
Concrete is poured into a mould between face die plate, unload after concrete setting handle, end face fixed disk 17, the first lateral support member 201,
Two lateral support members 202, skewed horizontal load component 211, connector 203 and base plate 212, and respectively remove external wall face die plate and
Inside wall face die plate, the split bolt that concrete wall is exposed after dismounting cuts away.
Embodiment 5：
When the structure for body of wall edge reduced size adds man-hour, need to splice embedding complementary modulus plate 24 and plane template 12,
As shown in figure 8, the overall dimension of embedding complementary modulus plate 24 is less than plane template 12, as shown in Figure 8 by 3 blocks of embedding complementary modulus plates 24 from lower to upper
Plane template of the composition with new length by stacking gradually, and short transverse is constant, then it is provided with handle on each embedding complementary modulus plate 24
Connecting hole 1, realizes being connected for each embedding complementary modulus plate 24 and plane template 12, by profit by handle connecting hole 1 and handle 14
Meet the needs of different construction sites with embedding complementary modulus plate 24, improve convenience.
Above description is explanation of the invention, is not the restriction to inventing, and limited range of the present invention is referring to right
Require, in the case of the basic structure without prejudice to the present invention, the present invention can make any type of modification.
Claims (4)
1. a kind of Angle formwork system, it is characterised in that：Including Angle formwork（13）, at least a pair of planar template（12）With the angle
Template（13）Centered on be arranged symmetrically, each plane template（12）By handle（14）With the Angle formwork（13）It is affixed, make each other
Two pieces of adjacent plane templates（12）Between form right angle；
The Angle formwork（13）Made using hollow square steel, in the Angle formwork（13）Multiple handss are provided with four lateral surface
Handle connecting hole（1）；
The plane template（12）Including panel（10）And frame（11）, the frame（11）Enclose in the panel（10）Four
Week, it is characterised in that：In the panel（10）It is upper to arrange multiple first double-walled reinforcements（2）, along the first double-walled reinforcement
（2）Periphery connect many walings（8）And cross reinforcing（9）, the waling（8）And cross reinforcing
（9）End with the frame（11）Inwall abut；
The frame（11）Including interior frame（115）And outer rim（114）, the interior frame（115）And outer rim（114）Combination
Form the second double-walled reinforcement（3）, the interior frame（115）Arranged offset is in outer rim（114）It is interior, the interior frame（115）
By four inner panels（112）Enclose to form rectangle frame support body, the outer rim（114）By four outside plates（111）Enclose to form rectangle
Frame body, in the interior frame（115）And outer rim（114）Four corners between connect corner connector（113）, in each inner panel
（112）And outside plate（111）On be also provided with multiple handle connecting holes for installing handle（1）；
In a parallel inner panel each other（112）With an outside plate（111）Between be also connected with many first dowels（4）；
The first double-walled reinforcement（2）By the external reinforcing ribs of two arranged concentrics（21）And interior reinforcement（22）Composition, many
Second dowel（6）One end it is along the circumferential direction uniform and with the external reinforcing ribs（21）Inwall connection, it is described second connection
Muscle（6）The other end run through and stretch out the interior reinforcement（22）；
Second dowel（6）Stretch out interior reinforcement（22）End face be inclined-plane（23）, each inclined-plane（23）Along the circumferential direction shape
Into for installing the split bolt hole of split bolt（5）, the split bolt hole（5）For infundibulate.
2. a kind of Angle formwork system as claimed in claim 1, it is characterised in that：The waling（8）, cross reinforcing
（9）With the frame（11）The junction of inwall it is downward-sloping and it is horizontally extending formation low level reinforcement（7）；Institute
State waling（8）And cross reinforcing（9）It is staggered to form " ten " font.
3. a kind of Angle formwork system as claimed in claim 1, it is characterised in that：The external reinforcing ribs（21）With interior reinforcement
（22）It is circle.
4. a kind of Angle formwork system as claimed in claim 1, it is characterised in that：The frame（11）, panel（10）, first pair
Wall reinforcement（2）, waling（8）And cross reinforcing（9）Made using High-strength polypropylene composite material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510199140.0A CN104763146B (en) | 2015-04-24 | 2015-04-24 | Novel corner template system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510199140.0A CN104763146B (en) | 2015-04-24 | 2015-04-24 | Novel corner template system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104763146A CN104763146A (en) | 2015-07-08 |
| CN104763146B true CN104763146B (en) | 2017-05-17 |
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ID=53645209
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510199140.0A Expired - Fee Related CN104763146B (en) | 2015-04-24 | 2015-04-24 | Novel corner template system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104763146B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20190375369A1 (en) * | 2018-06-12 | 2019-12-12 | Magna BOCO GmbH | Light weight hinge |
| CN109537883B (en) * | 2019-01-25 | 2023-06-02 | 河北润林新材料科技有限公司 | Universal plate connecting bolt and use method thereof |
Family Cites Families (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04106267A (en) * | 1990-08-23 | 1992-04-08 | Okabe Co Ltd | Form device of column |
| JPH04306356A (en) * | 1991-04-01 | 1992-10-29 | Hitachi Kizai Kk | Corrugated cardboard formwork and assembling thereof |
| CN201714078U (en) * | 2010-04-30 | 2011-01-19 | 倪国荣 | Internal corner component of aluminum alloy building engineering formwork |
| CN103758338B (en) * | 2014-01-26 | 2016-03-02 | 湖南普云智能科技股份有限公司 | Construction formwork system |
| CN203821831U (en) * | 2014-04-15 | 2014-09-10 | 福建海源新材料科技有限公司 | Reusable strengthened-type construction wall template set |
| CN104196230B (en) * | 2014-09-05 | 2017-01-18 | 中国人民武装警察部队水电第九支队 | Fast installation formwork and connection structure |
| CN104234421A (en) * | 2014-09-11 | 2014-12-24 | 张红亮 | Adapter coupling piece dedicated for internal and external corner molds and internal and external corner mold structures |
| CN204691241U (en) * | 2015-04-24 | 2015-10-07 | 江苏程禾高科模板有限责任公司 | A kind of Novel angle template system |
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2015
- 2015-04-24 CN CN201510199140.0A patent/CN104763146B/en not_active Expired - Fee Related
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| CN104763146A (en) | 2015-07-08 |
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