CN104763146A - Novel corner template system - Google Patents
Novel corner template system Download PDFInfo
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- CN104763146A CN104763146A CN201510199140.0A CN201510199140A CN104763146A CN 104763146 A CN104763146 A CN 104763146A CN 201510199140 A CN201510199140 A CN 201510199140A CN 104763146 A CN104763146 A CN 104763146A
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- reinforcing rib
- template system
- angle
- frame
- formwork
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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, particularly relate to a kind of Novel angle template system for pouring concrete in building operations.
Background technology
Construction formwork is construction tool necessary in fluid concrete building structure, and Angle formwork is the one in construction formwork, the size of existing Angle formwork is all fixing, namely need again to make new template when size in construction site slightly changes, considerably increase design and the input cost of construction enterprises like this, and the scope of application is little, the body of wall of multiple differing heights cannot be suitable for, existing Angle formwork assembling mode is comparatively complicated in addition, and intensity is low, easily affects construction quality.
Summary of the invention
The applicant, for above-mentioned existing issue, is studied improvement, provides a kind of Novel angle template system, and recycling rate of waterused is high and can meet various sizes, applied widely, deposits, to transport and easy for installation, substantially increase efficiency of construction.
The technical solution adopted in the present invention is as follows:
A kind of Novel angle template system, comprises Angle formwork, has at least pair of planar template to be arranged symmetrically with centered by described Angle formwork, each flat formwork by handle and described Angle formwork affixed, make to form right angle between two pieces of adjacent each other flat formworks.
Its further technical scheme is:
Described Angle formwork adopts hollow square steel to make, and described angle mould four lateral surfaces have multiple handle connecting hole;
Described flat formwork comprises panel and frame, described frame encloses the surrounding in described panel, arrange multiple first double-walled reinforcing rib on the panel, periphery along described first double-walled reinforcing rib connects many walings and cross reinforcing, and the end of described waling and cross reinforcing all abuts with the inwall of described frame;
Described frame comprises interior frame and outer rim, described interior frame and outer rim are combined to form the second double-walled reinforcing rib, described interior frame arranged offset is in outer rim, described interior frame is enclosed by four inner panels and forms rectangle frame support body, described outer rim is enclosed by four outside plates and forms rectangle frame support body, joint angle fitting between four bights of described interior frame and outer rim, each inner panel and outside plate also have multiple handle connecting hole for mounting handle;
Many first dowels are also connected with between an outside plate at a parallel inner panel each other;
Described first double-walled reinforcing rib is made up of the outer reinforcing rib of two arranged concentric and interior reinforcing rib, one end of many second dowels is along the circumferential direction uniform and be connected with the inwall of described outer reinforcing rib, and the other end of described second dowel runs through and stretches out described interior reinforcing rib;
The end face that described second dowel stretches out interior reinforcing rib is inclined-plane, and each inclined-plane along the circumferential direction forms the split bolt hole for installing split bolt, and described split bolt hole is infundibulate;
The junction of described waling, cross reinforcing and described frame inwall is all downward-sloping and extend to form low level reinforcing rib in the horizontal direction; Described waling and cross reinforcing are staggered formation " ten " font;
Described outer reinforcing rib and interior reinforcing rib are circle;
Described frame, panel, the first double-walled reinforcing rib, waling and cross reinforcing all adopt High-strength polypropylene composite material to make.
Beneficial effect of the present invention is as follows:
Structure of the present invention is simple, easy to use, the Angle formwork system utilizing flat formwork to form has highly versatile, advantage applied widely, can simultaneously for the construction of interior angle and exterior angle and Roofing slab anatomical connectivity, beam bottom structure, Angle formwork requires to cut into different length according to site operation, meets the body of wall demand of differing heights.Flat formwork adopts High-strength polypropylene composite material and integrated injection molding to make, and lightweight, intensity is high, durability degree is high, increases substantially the number of turnover, improves efficiency of construction, convenient construction and carrying.By arranging handle connecting hole on flat formwork, split bolt hole can adapt to multiple connection and fixed form, meets the related request of national construction formwork job specfication, has advantage convenient to disassembly.Utilize handle connecting hole can will realize the splicing of polylith flat formwork, meet the wall construction of different size specification, the template of each dimensions is connected by annex, can form the multiple building structure such as exterior wall, interior angle, exterior angle, beam, post, Roofing slab.The layout of the first double-walled reinforcing rib meets the support of end face fixed disk, it is convenient to reinforce, and the second double-walled reinforcing rib ensures the structural strength at edge of the present invention, and the layout of waling and cross reinforcing improves the intensity of plane structure of the present invention, recoverable of the present invention, has the value of environmental protection in addition.
Accompanying drawing explanation
Fig. 1 is perspective view of the present invention.
Fig. 2 is front view of the present invention.
Fig. 3 is the perspective view of midplane template of the present invention.
Fig. 4 is the perspective view of the first embodiment of the present invention.
Fig. 5 is the perspective view of the second embodiment of the present invention.
Fig. 6 is the perspective view of the third embodiment of the present invention.
Fig. 7 is the perspective view of the present invention's the 4th kind of embodiment.
Fig. 8 is the perspective view of the present invention's the 5th kind of embodiment.
Wherein: 1, handle connecting hole; 2, the first double-walled reinforcing rib; 21, outer reinforcing rib; 22, interior reinforcing rib; 23, inclined-plane; 3, the second double-walled reinforcing rib; 4, the first dowel; 5, split bolt hole; 6, the second dowel; 7, low level reinforcing rib; 8, waling; 9, cross reinforcing; 10, panel; 11, frame; 111, outside plate; 112, inner panel; 113, corner connector; 114, outer rim; 115, interior frame; 12, flat formwork; 13, Angle formwork; 14, handle; 15, split bolt; 16, interior angle girth member; 17, end face fixed disk; 18, exterior angle girth member; 19, through hole; 201, the first lateral support member; 202, the second lateral support member; 203, connector; 21, outer reinforcing rib; 22, interior reinforcing rib; 211, skewed horizontal load assembly; 212, base plate; 23, inclined-plane; 24, embedding complementary modulus plate.
Detailed description of the invention
Below in conjunction with accompanying drawing, the specific embodiment of the present invention is described.
As shown in Figure 1, a kind of Novel angle template system comprises Angle formwork 13, pair of planar template 12 is had at least to be arranged symmetrically with centered by Angle formwork 13, each flat formwork 12 is affixed by handle 14 and Angle formwork 13, make to form right angle between two pieces of adjacent each other flat formworks 12, the side that each piece of flat formwork 12 all has a side and above-mentioned Angle formwork 13 fits.As shown in Figure 1, above-mentioned Angle formwork 13 adopts hollow square steel to make, angle mould 13 4 lateral surfaces have multiple handle connecting hole 1, the height of the body of wall of constructing as required, polylith flat formwork 12 can be selected stacking, the length of Angle formwork 13 can be cut according to construction requirement, meets the construction of differing heights body of wall with this.
As shown in Figure 2 and Figure 3, above-mentioned flat formwork 12 comprises panel 10 and frame 11, frame 11 encloses the surrounding in panel 10, arrange multiple first double-walled reinforcing rib 2 on the faceplate 10, periphery along the first double-walled reinforcing rib 2 connects many walings 8 and cross reinforcing 9, and the end of waling 8 and cross reinforcing 9 all abuts with the inwall of frame 11.As shown in Figure 2, frame 11 comprises interior frame 115 and outer rim 114, interior frame 115 and outer rim 114 are combined to form the second double-walled reinforcing rib 3, interior frame 115 arranged offset is in outer rim 114, interior frame 115 is enclosed by four inner panels 112 and forms rectangle frame support body, outer rim 114 is enclosed by four outside plates 111 and forms rectangle frame support body, joint angle fitting 113 between four bights of interior frame 115 and outer rim 114, each inner panel 112 and outside plate 111 also have multiple handle connecting hole 1 for mounting handle.A parallel inner panel 112 each other be also connected many first dowels 4 between an outside plate 111.As shown in Figure 2, the first double-walled reinforcing rib 2 is made up of the outer reinforcing rib 21 of two arranged concentric and interior reinforcing rib 22, and outer reinforcing rib 21 is circle with interior reinforcing rib 22.One end of many second dowels 6 is along the circumferential direction uniform and be connected with the inwall of outer reinforcing rib 21, and the other end of the second dowel 6 runs through and stretches out interior reinforcing rib 22.The end face that above-mentioned second dowel 6 stretches out interior reinforcing rib 22 is inclined-plane 23, and each inclined-plane 23 along the circumferential direction forms the split bolt hole 5 for installing split bolt, and split bolt hole 5 is infundibulate.
As shown in Figure 2, above-mentioned waling 8, cross reinforcing 9 are all downward-sloping and extend to form low level reinforcing rib 7 in the horizontal direction with the junction of frame 11 inwall; Waling 8 and cross reinforcing 9 are staggered formation " ten " font.Frame 11, panel 10, first double-walled reinforcing rib 2, waling 8 and cross reinforcing 9 all adopt High-strength polypropylene composite material to make.
Specific embodiments of the invention are as follows:
Embodiment 1:
As shown in Figure 1, when relating to highly higher body of wall, first two pieces of flat formworks 12 are docked, the outside plate 111 of each flat formwork 12 abuts each other, then Angle formwork 13 is inserted between two pieces of flat formworks 12, Angle formwork 13 is the square steel of hollow, and Angle formwork 13 has multiple handle connecting hole 1, and the handle connecting hole 1 on Angle formwork 13 is corresponding with handle connecting hole 1 position that each flat formwork 12 has.In the insertion process of Angle formwork 13, two adjacent faces that have of Angle formwork 13 are fit each other with the side of two pieces of flat formworks 12 all the time.Then as shown in Figure 4, flat formwork 12 is stretched into respectively with in the handle connecting hole 1 of Angle formwork 13 by multiple handle 14, thus form Angle formwork system, in actual mechanical process, Angle formwork 13 can require carry out the change of length according to site operation, and according to the requirement of metope height, flat formwork 12 can be stacking and meet differing heights size, then carry out pouring concrete, concrete placement is identical with the work progress of above-described embodiment 1.
Embodiment 2:
As shown in Figure 4, by handle (not shown) between each adjacent plane template 12, handle connecting hole 1 realizes affixed, one end of handle has the flange matched with handle connecting hole 1, the other end of handle is generally handle, after handle is stretched into connecting hole with one end of flange, the splicing of two pieces of adjacent flat formworks 12 can be realized by rotating one end of handle, by polylith flat formwork 12 being spliced composition lateral surface metope template, and then the polylith flat formwork 12 of opposite side is spliced composition medial surface metope template, due to each cross reinforcing 8, waling 9 is all downward-sloping with the junction of frame 11 inwall, and extend to form low level reinforcing rib 7 in the horizontal direction, the situation avoiding handle cannot rotate because reinforcing rib excessive height is obstructed of low level reinforcing rib 7 occurs, thus ensure that the effective connection between each flat formwork 12.Then by split bolt (not shown) being run through the split bolt hole 5 of the flat formwork 12 of two block gaps, and fixed by end face fixed disk (not shown), split bolt is by the mode of tension, reinforce both sides flat formwork 12, ensure the vertical and smooth of metope, then fluid concrete between side wall template and inside wall face die plate outside, handle, end face fixed disk is unloaded after concrete setting, and remove external wall face die plate and inside wall face die plate respectively, the split bolt exposing concrete wall after dismounting cuts away.
Embodiment 3:
As shown in Figure 5, first polylith flat formwork 12 is docked and form left side metope template and right-side wall face die plate, the outside plate 111 of each flat formwork 12 abuts each other, then Angle formwork 13 is inserted between two pieces of flat formworks 12, Angle formwork 13 is the square steel of hollow, Angle formwork 13 has multiple handle connecting hole 1, and the handle connecting hole 1 on Angle formwork 13 is corresponding with handle connecting hole 1 position that each flat formwork 12 has.Then many interior angle girth members 16 are placed in the side of left side metope template, right-side wall face die plate, interior angle girth member 16 is made up of rectangular steel tube, interior angle girth member 1 has multiple through hole 19 for installing split bolt 15, the two interior angle girth members 16 abutted each other connect also vertical each other, then many split bolts run through the split bolt hole 5 of flat formwork 12 and fixed by end face fixed disk 17 after running through interior angle girth member 16, thus composition interior angle hardened system.As shown in Figure 6, according to above-mentioned mounting means by exterior angle girth member 18, end face fixed disk 17, flat formwork 12 is connected to form exterior angle hardened system, exterior angle girth member 18 is identical with the structure of interior angle girth member 16, then fluid concrete between interior angle hardened system and exterior angle hardened system, end face fixed disk 17 is removed one by one again after concrete setting, exterior angle girth member 18, interior angle girth member 16, the connection between each flat formwork 12 is removed finally by rotary handle 14, unload flat formwork 12, cut away the cast that unnecessary split bolt can complete bight concrete wall.
Embodiment 4:
As shown in Figure 7, according to the installation process of embodiment 2, each flat formwork 12 is passed through handle 14, composition inside wall face die plate after handle connecting hole 1 is fixing, external wall face die plate, by split bolt 15, split bolt hole 5 and end face fixed disk 17 are fixed, wherein side wall template outside, respectively by split bolt 15 on the flat formwork 12 that polylith in inside wall face die plate is adjacent, end face fixed disk 17 fixes the first lateral support member 201, second lateral support member 202, wherein the second lateral support member 202 is positioned at the below of the first lateral support member 201, the length of the second lateral support member 202 is greater than the first lateral support member 201, first lateral support member 201 and the second lateral support member 202 are rectangular steel tube and make, first lateral support member 201 and the second lateral support member 202 have the through hole 19 run through for split bolt 15, affixed connector 203 on the first lateral support member 201, then by one end of skewed horizontal load assembly 211 and connector 203 hinged, by the other end of oblique bearing assembly 21 and base plate 212 hinged, base plate 212 is fixing on a horizontal ground, external wall face die plate is given with this, inside wall face die plate exerts a force reinforcing respectively, thus ensure that the concrete wall surface of cast is smooth.Then fluid concrete between side wall template and inside wall face die plate outside, handle, end face fixed disk 17, first lateral support member 201, second lateral support member 202, skewed horizontal load assembly 211, connector 203 and base plate 212 is unloaded after concrete setting, and remove external wall face die plate and inside wall face die plate respectively, the split bolt exposing concrete wall after dismounting cuts away.
Embodiment 5:
When the structure for body of wall edge reduced size adds man-hour, embedding complementary modulus plate 24 is needed to splice with flat formwork 12, as shown in Figure 8, the overall dimension of embedding complementary modulus plate 24 is less than flat formwork 12, as shown in Figure 83 blocks of embedding complementary modulus plates 24 are stacked gradually the flat formwork that can form and have new length from lower to upper, and short transverse is constant, again each embedding complementary modulus plate 24 has handle connecting hole 1, being connected and fixed of each embedding complementary modulus plate 24 and flat formwork 12 is realized by handle connecting hole 1 and handle 14, the needs of different construction site are met by utilizing embedding complementary modulus plate 24, improve convenience.
More than describing is explanation of the invention, and be not the restriction to invention, limited range of the present invention is see claim, and when without prejudice to basic structure of the present invention, the present invention can do any type of amendment.
Claims (10)
1. a Novel angle template system, it is characterized in that: comprise Angle formwork (13), pair of planar template (12) is had at least to be arranged symmetrically with centered by described Angle formwork (13), each flat formwork (12) is affixed by handle (14) and described Angle formwork (13), makes to form right angle between two pieces of adjacent each other flat formworks (12).
2. a kind of Novel angle template system as claimed in claim 1, is characterized in that: described Angle formwork (13) adopts hollow square steel to make, and described angle mould (13) four lateral surfaces have multiple handle connecting hole (1).
3. a kind of Novel angle template system as claimed in claim 1, it is characterized in that: described flat formwork (12) comprises panel (10) and frame (11), described frame (11) encloses the surrounding in described panel (10), it is characterized in that: at the multiple first double-walled reinforcing rib (2) of the upper layout of described panel (10), periphery along described first double-walled reinforcing rib (2) connects many walings (8) and cross reinforcing (9), and the end of described waling (8) and cross reinforcing (9) all abuts with the inwall of described frame (11).
4. a kind of Novel angle template system as claimed in claim 3, it is characterized in that: described frame (11) comprises interior frame (115) and outer rim (114), described interior frame (115) and outer rim (114) are combined to form the second double-walled reinforcing rib (3), described interior frame (115) arranged offset is in outer rim (114), described interior frame (115) is enclosed by four inner panels (112) and forms rectangle frame support body, described outer rim (114) is enclosed by four outside plates (111) and forms rectangle frame support body, joint angle fitting (113) between four bights of described interior frame (115) and outer rim (114), each inner panel (112) and outside plate (111) also have multiple handle connecting hole (1) for mounting handle.
5. a kind of Novel angle template system as claimed in claim 4, is characterized in that: be also connected many first dowels (4) a parallel inner panel (112) each other with between an outside plate (111).
6. a kind of Novel angle template system as claimed in claim 3, it is characterized in that: described first double-walled reinforcing rib (2) is made up of the outer reinforcing rib (21) of two arranged concentric and interior reinforcing rib (22), one end of many second dowels (6) is along the circumferential direction uniform and be connected with the inwall of described outer reinforcing rib (21), and the other end of described second dowel (6) runs through and stretches out described interior reinforcing rib (22).
7. a kind of Novel angle template system as claimed in claim 6, it is characterized in that: the end face that described second dowel (6) stretches out interior reinforcing rib (22) is inclined-plane (23), each inclined-plane (23) along the circumferential direction forms the split bolt hole (5) for installing split bolt, and described split bolt hole (5) is infundibulate.
8. a kind of Novel angle template system as claimed in claim 3, is characterized in that: the junction of described waling (8), cross reinforcing (9) and described frame (11) inwall is all downward-sloping and extend to form low level reinforcing rib (7) in the horizontal direction; Described waling (8) and cross reinforcing (9) are staggered formation " ten " font.
9. a kind of Novel angle template system as claimed in claim 6, is characterized in that: described outer reinforcing rib (21) and interior reinforcing rib (22) are circle.
10. a kind of Novel angle template system as claimed in claim 3, is characterized in that: described frame (11), panel (12), the first double-walled reinforcing rib (2), waling (8) and cross reinforcing (9) all adopt High-strength polypropylene composite material to make.
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 |
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| CN104763146A true CN104763146A (en) | 2015-07-08 |
| CN104763146B CN104763146B (en) | 2017-05-17 |
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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 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN109537883A (en) * | 2019-01-25 | 2019-03-29 | 河北润林新材料科技有限公司 | A kind of universal plate connects bolt and its application method |
| CN110593695A (en) * | 2018-06-12 | 2019-12-20 | 麦格纳博科股份有限公司 | Light hinge |
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| JPH04106267A (en) * | 1990-08-23 | 1992-04-08 | Okabe Co Ltd | Form device of column |
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| CN201714078U (en) * | 2010-04-30 | 2011-01-19 | 倪国荣 | Internal corner component of aluminum alloy building engineering formwork |
| CN103758338A (en) * | 2014-01-26 | 2014-04-30 | 湖南鑫隆模塑科技开发有限公司 | Building template 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 |
| CN104196230A (en) * | 2014-09-05 | 2014-12-10 | 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
Patent Citations (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 |
| CN103758338A (en) * | 2014-01-26 | 2014-04-30 | 湖南鑫隆模塑科技开发有限公司 | Building template 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 |
| CN104196230A (en) * | 2014-09-05 | 2014-12-10 | 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 |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110593695A (en) * | 2018-06-12 | 2019-12-20 | 麦格纳博科股份有限公司 | Light hinge |
| CN109537883A (en) * | 2019-01-25 | 2019-03-29 | 河北润林新材料科技有限公司 | A kind of universal plate connects bolt and its application method |
| 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 |
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| CN104763146B (en) | 2017-05-17 |
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Granted publication date: 20170517 Termination date: 20180424 |