CN104790653A - Composite material plane building formwork - Google Patents
Composite material plane building formwork Download PDFInfo
- Publication number
- CN104790653A CN104790653A CN201510198855.4A CN201510198855A CN104790653A CN 104790653 A CN104790653 A CN 104790653A CN 201510198855 A CN201510198855 A CN 201510198855A CN 104790653 A CN104790653 A CN 104790653A
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- reinforcing rib
- composite material
- frame
- material plane
- interior
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Abstract
The invention relates to a composite material plane building formwork which comprises a panel and a frame. The periphery of the panel is surrounded by the frame. A plurality of first double-wall reinforcing ribs are arranged on the panel. A plurality of longitudinal reinforcing ribs and transverse reinforcing ribs are connected to the peripheries of the first double-wall reinforcing ribs. The ends of the longitudinal reinforcing ribs and the ends of the transverse reinforcing ribs are connected with the inner wall of the frame in an abutting mode. The composite material plane building formwork is simple in structure and convenient to use, adopts high-strength polypropylene composite materials, is formed by integrated injection molding, is low in weight and high in strength and durability, greatly increases circulation frequency, improves construction efficiency, and facilitates construction and conveying. Due to the fact that a handle connecting hole and a split bolt hole are formed in the composite material plane building formwork, the composite material plane building formwork can adapt to various connection and fixing modes and meets the related requirement for national building formwork construction specifications.
Description
Technical field
The present invention relates to construction implement, especially a kind of composite material plane construction template for pouring concrete in building operations.
Background technology
Construction formwork is construction tool necessary in fluid concrete building structure, and traditional construction formwork mainly contains wooden form and steel form.Wooden form needs to be connected and fixed with iron nail etc. when mounted, and easily together with concrete conglutination, installation, dismounting inconvenience, waste time and energy, efficiency of construction is low.In addition, wooden form is subject to the corrosion of water soda acid, more fragile during form removal, and recycling rate of waterused is not high, increases construction cost, and wooden form at substantial timber, be unfavorable for environmental protection.Although steel form is firm in structure, reusable number of times is more, and weight is comparatively large, is unfavorable for depositing, transport and installing, demoulding difficulty, thus affects efficiency of construction.In addition steel form also easy-to-rust affect planeness, secondly its cost is higher, adds construction cost.In addition existing wooden form or steel form specification single, size is less, cannot be applicable to multiple building structure, if increase new building structure, then needs to design the new building template meeting size, turn increases the cost of production of enterprise virtually.
Summary of the invention
The applicant, for above-mentioned existing issue, is studied improvement, provides a kind of composite material plane construction template, 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 composite material plane construction template, comprise 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.
Its further technical scheme is:
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 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;
A kind of composite material plane construction template as claimed in claim 1, 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, and the present invention adopts High-strength polypropylene composite material and integrated injection molding to make, lightweight, and 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 the invention, split bolt hole can adapt to multiple connection and fixed form, meets the related request of national construction formwork job specfication.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 front view of the present invention.
Fig. 2 is perspective view of the present invention.
Fig. 3 is mounting structure schematic diagram 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 and Figure 2, a kind of composite material plane construction template 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.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.As shown in Figure 1, above-mentioned 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 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 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 1, 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, a parallel inner panel 112 each other be also connected many first dowels 4 between an outside plate 111.Joint angle fitting 113 between four bights of interior frame 115 and outer rim 114, each inner panel 112 and outside plate 111 have multiple handle connecting hole 1 for mounting handle.
Above-mentioned waling 8 and cross reinforcing 9 are staggered formation " ten " font.Above-mentioned outer reinforcing rib 21 is circle with interior reinforcing rib 22.Above-mentioned 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, and namely overall structure of the present invention all adopts High-strength polypropylene composite material to make.
Embodiment 1:
As shown in Figure 3, 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 2:
When relating to highly higher body of wall, as shown in Figure 4, 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 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 16 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 1, 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 skewed horizontal load assembly 211 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 (9)
1. a composite material plane construction template, comprise 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).
2. a kind of composite material plane construction template as claimed in claim 1, 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) have multiple handle connecting hole (1) for mounting handle.
3. a kind of composite material plane construction template as claimed in claim 2, is characterized in that: be also connected many first dowels (4) a parallel inner panel (112) each other with between an outside plate (111).
4. a kind of composite material plane construction template as claimed in claim 1, 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).
5. a kind of composite material plane construction template as claimed in claim 4, 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.
6. a kind of composite material plane construction template as claimed in claim 1, 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.
7. a kind of composite material plane construction template as claimed in claim 1, is characterized in that: described waling (8) and cross reinforcing (9) are staggered formation " ten " font.
8. a kind of composite material plane construction template as claimed in claim 4, is characterized in that: described outer reinforcing rib (21) and interior reinforcing rib (22) are circle.
9. a kind of composite material plane construction template as claimed in claim 1, is characterized in that: described frame (11), panel (10), 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 |
|---|---|---|---|
| CN201510198855.4A CN104790653A (en) | 2015-04-24 | 2015-04-24 | Composite material plane building formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510198855.4A CN104790653A (en) | 2015-04-24 | 2015-04-24 | Composite material plane building formwork |
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| CN104790653A true CN104790653A (en) | 2015-07-22 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201510198855.4A Pending CN104790653A (en) | 2015-04-24 | 2015-04-24 | Composite material plane building formwork |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108843013A (en) * | 2018-05-24 | 2018-11-20 | 江苏千汇轻量化技术研究院有限公司 | A kind of High-strength light-weight template |
| CN110714609A (en) * | 2019-09-26 | 2020-01-21 | 福州嘉辰新材料有限公司 | High-strength composite material template |
| CN113646495A (en) * | 2019-04-05 | 2021-11-12 | 发瑞进模板股份公司 | Panel for formwork of vertical casting |
| CN115478684A (en) * | 2022-10-31 | 2022-12-16 | 山东科华赛邦新材料股份有限公司 | Composite building template and manufacturing method thereof |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| JPH08207190A (en) * | 1995-02-06 | 1996-08-13 | Mitsubishi Plastics Ind Ltd | Plastic composite panel |
| CN202299400U (en) * | 2011-08-11 | 2012-07-04 | 聂云龙 | Plastic combined type template for building construction |
| CN103243903A (en) * | 2013-05-21 | 2013-08-14 | 湖南鑫隆模塑科技开发有限公司 | Quickly-clamped building template and concrete pouring device assembled by same |
| CN103243909A (en) * | 2013-05-21 | 2013-08-14 | 湖南鑫隆模塑科技开发有限公司 | Quickly-clamped concrete pouring device |
| 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 |
| CN204691224U (en) * | 2015-04-24 | 2015-10-07 | 江苏程禾高科模板有限责任公司 | A kind of composite material plane construction template |
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2015
- 2015-04-24 CN CN201510198855.4A patent/CN104790653A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08207190A (en) * | 1995-02-06 | 1996-08-13 | Mitsubishi Plastics Ind Ltd | Plastic composite panel |
| CN202299400U (en) * | 2011-08-11 | 2012-07-04 | 聂云龙 | Plastic combined type template for building construction |
| CN103243903A (en) * | 2013-05-21 | 2013-08-14 | 湖南鑫隆模塑科技开发有限公司 | Quickly-clamped building template and concrete pouring device assembled by same |
| CN103243909A (en) * | 2013-05-21 | 2013-08-14 | 湖南鑫隆模塑科技开发有限公司 | Quickly-clamped concrete pouring device |
| 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 |
| CN204691224U (en) * | 2015-04-24 | 2015-10-07 | 江苏程禾高科模板有限责任公司 | A kind of composite material plane construction template |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108843013A (en) * | 2018-05-24 | 2018-11-20 | 江苏千汇轻量化技术研究院有限公司 | A kind of High-strength light-weight template |
| CN113646495A (en) * | 2019-04-05 | 2021-11-12 | 发瑞进模板股份公司 | Panel for formwork of vertical casting |
| CN110714609A (en) * | 2019-09-26 | 2020-01-21 | 福州嘉辰新材料有限公司 | High-strength composite material template |
| CN115478684A (en) * | 2022-10-31 | 2022-12-16 | 山东科华赛邦新材料股份有限公司 | Composite building template and manufacturing method thereof |
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Application publication date: 20150722 |
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