CN105507579A - Aluminum-formwork vertical-profile square beam connection joint and aluminum formwork system - Google Patents
Aluminum-formwork vertical-profile square beam connection joint and aluminum formwork system Download PDFInfo
- Publication number
- CN105507579A CN105507579A CN201511033669.1A CN201511033669A CN105507579A CN 105507579 A CN105507579 A CN 105507579A CN 201511033669 A CN201511033669 A CN 201511033669A CN 105507579 A CN105507579 A CN 105507579A
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- Prior art keywords
- groove
- draw
- build
- slide block
- stupefied
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Classifications
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- 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
-
- 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
- E04G2011/067—Integrated forms comprising shuttering skin, bracing or strutting arrangements, workplatforms and railings
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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 an aluminum-formwork vertical-profile square beam connection joint which comprises a main formwork and a transition formwork located over the main formwork, a first vertical-profile square beam is arranged along the surface of the main formwork vertically, a first clamping slot is arranged in the first vertical-profile square beam longitudinally, and a first built-in slider fitting the first clamping slot is inlaid in the first clamping slot; a second vertical-profile square beam is vertically arranged on the transition formwork, a second clamping slot is arranged in the second vertical-profile square beam longitudinally, a second built-in slider fitting the second clamping slot is inlaid in the second clamping slot, and the lower end of the second built-in slider extends out of the second clamping slot to be mutually overlapped with the first built-in slider in the first clamping slot. The invention further provides an aluminum formwork system. With the aluminum-formwork vertical-profile square beam connection joint and the aluminum formwork system, perpendicularity and flatness of concrete pouring and tamping are improved through the connection joint between the vertical-profile square beams.
Description
Technical field
The present invention relates to the stupefied connected node of aluminum alloy pattern plate vertical profiles and aluminum template system.
Background technology
Traditional aluminum alloy formwork system is by template system, and support system, fastening system, accessory system forms.Template system forms the sealing surface needed for concrete structure construction, and during guarantee concrete casting, building structure is shaping; Accessory system is the connecting elements of template, makes one piece die plates connect into system, and composition is overall; Support system plays a supportive role in concrete structure construction process, ensure flooring, at the bottom of beam and the support of cantilevered structure firm; Fastening system is the structure width size ensureing that template is shaping, and in fluid concrete process, do not produce distortion, rise mould, burst-mode phenomenon do not appear in template.
But because the standard of domestic aluminum alloy mould plate material and design is not also completely unified, in construction management and installation personnel level uneven, cause the swollen mould of concrete wall, beam, the common quality defects such as faulting of slab ends dislocation; Concrete perception and quality also cannot ensure, indivedual aluminum alloy mould plate distortion is serious, causes and returns repair in shop reason.The advantage performance not yet in effect of aluminium alloys, the popularization of large of market is restricted.
Summary of the invention
The present invention aims to provide the stupefied connected node of a kind of aluminum alloy pattern plate vertical profiles, solves aluminum alloy pattern plate in prior art and in casting process, easily causes the swollen mould of concrete wall, beam, the problems such as faulting of slab ends dislocation.
The invention provides the stupefied connected node of a kind of aluminum alloy pattern plate vertical profiles, comprise master module and be positioned at the vicarious template above described master module, the first vertical profiles is vertically provided with stupefied along described master module surface, the stupefied interior longitudinal direction of described first vertical profiles is provided with the first draw-in groove, is inlaid with the first build-in slide block with described first draw-in groove adaptation in described first draw-in groove; Described vicarious template is vertically provided with the second vertical profiles stupefied, the stupefied interior longitudinal direction of described second vertical profiles is provided with the second draw-in groove, be inlaid with the described second build-in slide block with described second draw-in groove adaptation in described second draw-in groove, the described first build-in slide block that the lower end of described second build-in slide block is stretched out in described second draw-in groove and described first draw-in groove overlaps mutually.
Further, the cross section of described first draw-in groove is trapezoidal, and the cross section of described second draw-in groove is trapezoidal,
Further, described second build-in slide block and described first build-in slide block one-body molded.
Further, described vicarious template can connect another master module, described vicarious template and the connected mode that the another master module above it is set, identical with the connected mode of the described master module arranged below it with described vicarious template.
The present invention also provides a kind of aluminum template system, comprise the stupefied connected node of aluminum alloy pattern plate vertical profiles described in above-mentioned any one, also be included in the stupefied upper installation back cord fixings of described first vertical profiles, the both sides of described back cord fixings are equipped with the vertical embedding groove arranged, and the reinforcing back cord end be horizontally placed on described master module is provided with the mosaic block with described embedding groove adaptation.
Further, have the 3rd draw-in groove in described back cord fixings, be inlaid with the 3rd build-in slide block with the 3rd draw-in groove adaptation in the 3rd draw-in groove, the 3rd build-in slide block is installed on the first build-in slide block in the first draw-in groove.
Further, described 3rd build-in slide block and described first build-in slide block one-body molded.
Further, the cross section of described mosaic block is T-shaped.
Adopt the stupefied connected node of aluminum alloy pattern plate vertical profiles provided by the invention and aluminum template system, connected node between stupefied by vertical profiles, make the verticality of casting and compacting of concrete, planeness is improved, cleverly by being inserted in build-in slide block in the draw-in groove in vertical profiles is stupefied, solve the problem of vicarious template positioning skew, thus ensure the verticality of building and stop the faulting of slab ends dislocation of concrete exterior wall floor gap; Aluminum alloy pattern plate whole construction process obtains and greatly improves, and ensure that forming surface reaches the high standard of clear water, eliminate later process such as plastering while easy rapid construction; Agent structure exterior wall floor interface is shaping to improve, and avoids the later stage to beat cutter repair procedure, for exterior wall trowel free process is laid a good foundation.
Accompanying drawing explanation
Accompanying drawing described herein is used to provide a further understanding of the present invention, and form a application's part, schematic description and description of the present invention, for explaining the present invention, does not form inappropriate limitation of the present invention.In the accompanying drawings:
Fig. 1 schematically illustrates the overall structure schematic diagram of the aluminum template system that the embodiment of the present invention provides;
Fig. 2 schematically illustrates the aluminum alloy pattern plate vertical profiles stupefied connected node partial structurtes explosive view that the embodiment of the present invention provides;
Fig. 3 schematically illustrates the aluminum alloy pattern plate vertical profiles stupefied connected node partial structurtes overall diagram that the embodiment of the present invention provides;
Fig. 4 schematically illustrates the partial structurtes explosive view of the aluminum template system that the embodiment of the present invention provides;
Fig. 5 schematically illustrates the A portion enlarged drawing of Fig. 1.
Detailed description of the invention
Below with reference to the accompanying drawings and in conjunction with the embodiments, describe the present invention in detail.
Referring to figs. 1 through Fig. 3, the embodiment of the present invention provides a kind of aluminum alloy pattern plate vertical profiles stupefied connected node, comprise master module 1 and be positioned at the vicarious template 2 above master module 1, the first vertical profiles stupefied 3 is vertically provided with along master module 1 surface, longitudinally the first draw-in groove 31 is provided with in the first vertical profiles stupefied 3, the cross section of the first draw-in groove 31 is trapezoidal, is inlaid with the first build-in slide block 32 with the first draw-in groove 31 adaptation in the first draw-in groove 31;
Vicarious template 2 is vertically provided with the second vertical profiles stupefied 4, and the cross section being longitudinally provided with the second draw-in groove 41, second draw-in groove 41 in the second vertical profiles stupefied 4 is trapezoidal, is inlaid with the second build-in slide block 42 with the second draw-in groove 41 adaptation in the second draw-in groove 41;
First draw-in groove 31 and the second draw-in groove 41 are oppositely arranged, and the first build-in slide block 32 that the lower end of the second build-in slide block 42 is stretched out in the second draw-in groove 41 and the first draw-in groove 31 overlaps mutually, in the present embodiment, the second build-in slide block 42 and the first build-in slide block 32 one-body molded.
As the another kind of implementation of the embodiment of the present invention, vicarious template 2 can connect another master module, vicarious template 2 is for the mutual undertaking between master module 1 and another master module, another master module surface is vertically provided with the 3rd vertical profiles stupefied 7, longitudinally the 3rd draw-in groove is provided with in 3rd vertical profiles stupefied 7, vicarious template 2 and the connected mode arranging the another master module above it are identical with the connected mode of the master module 1 arranged below it with vicarious template 2.
With reference to Fig. 1, Fig. 4 and Fig. 5 the present invention also provides a kind of aluminum template system, comprise the stupefied connected node of above-mentioned aluminum alloy pattern plate vertical profiles, also be included in the back cord fixings 5 that the first vertical profiles stupefied 3 is installed, there is in back cord fixings 5 the 3rd draw-in groove 51, the cross section of the 3rd draw-in groove 51 is trapezoidal, 3rd draw-in groove 51 and the first draw-in groove 31 are oppositely arranged, the 3rd build-in slide block 52 with the 3rd draw-in groove 51 adaptation is inlaid with in 3rd draw-in groove 51, 3rd build-in slide block 52 is installed on the first build-in slide block 32 in the first draw-in groove 31, in the present embodiment, 3rd build-in slide block 52 and the first build-in slide block 32 one-body molded.
The vertical embedding groove 53 arranged is equipped with in the both sides of back cord fixings 5, aluminum template system also comprises reinforces back cord 6, reinforcing back cord 6 is horizontally placed on master module 1, the end reinforcing back cord 6 is provided with the mosaic block 61 with embedding groove 53 adaptation, the cross section of mosaic block 61 is T-shaped, and reinforcing back cord 6 embeds embedding groove 53 by the mosaic block 61 of end and is connected and fixed with back cord fixings 5.
The stupefied connected node of aluminum alloy pattern plate vertical profiles adopting the embodiment of the present invention to provide and aluminum template system, can reach following technique effect:
One, the connected node between stupefied by vertical profiles, make the verticality of casting and compacting of concrete, planeness is improved, cleverly by being inserted in build-in slide block in the draw-in groove in vertical profiles is stupefied, solve the problem of vicarious template 2 positioning skew, thus ensure the verticality of building and stop the faulting of slab ends dislocation of concrete exterior wall floor gap.
Two, by embedding groove 53 tabling of horizontally disposed reinforcing back cord 6 with back cord fixings 5, and back cord fixings 5 is installed on the first vertical profiles stupefied 3, and there is in back cord fixings 5 the 3rd draw-in groove 51, the 3rd build-in slide block 52 with the 3rd draw-in groove 51 adaptation is inlaid with in 3rd draw-in groove 51, and the 3rd build-in slide block 52 is installed on the first build-in slide block 32 in the first draw-in groove 31, reach form frame system cooperative bearing, ensure that the casting pounding quality of concrete shear force wall;
Three, aluminum alloy pattern plate whole construction process obtains and greatly improves, and ensure that forming surface reaches the high standard of clear water, eliminate later process such as plastering while easy rapid construction;
Four, agent structure exterior wall floor interface is shaping improves, and avoids the later stage to beat cutter repair procedure, for exterior wall trowel free process is laid a good foundation.
The foregoing is only the preferred embodiments of the present invention, be not limited to the present invention, for a person skilled in the art, the present invention can have various modifications and variations.Within the spirit and principles in the present invention all, any amendment done, equivalent replacement, improvement etc., all should be included within protection scope of the present invention.
Claims (8)
1. the stupefied connected node of aluminum alloy pattern plate vertical profiles, it is characterized in that, comprise master module and be positioned at the vicarious template above described master module, the first vertical profiles is vertically provided with stupefied along described master module surface, the stupefied interior longitudinal direction of described first vertical profiles is provided with the first draw-in groove, is inlaid with the first build-in slide block with described first draw-in groove adaptation in described first draw-in groove; Described vicarious template is vertically provided with the second vertical profiles stupefied, the stupefied interior longitudinal direction of described second vertical profiles is provided with the second draw-in groove, be inlaid with the described second build-in slide block with described second draw-in groove adaptation in described second draw-in groove, the described first build-in slide block that the lower end of described second build-in slide block is stretched out in described second draw-in groove and described first draw-in groove overlaps mutually.
2. the stupefied connected node of aluminum alloy pattern plate vertical profiles as claimed in claim 1, it is characterized in that, the cross section of described first draw-in groove is trapezoidal, and the cross section of described second draw-in groove is trapezoidal.
3. the stupefied connected node of aluminum alloy pattern plate vertical profiles as described in claim 1 or 2 or 3, is characterized in that, described second build-in slide block and described first build-in slide block one-body molded.
4. the stupefied connected node of aluminum alloy pattern plate vertical profiles as claimed in claim 1, it is characterized in that, described vicarious template can connect another master module, described vicarious template and the connected mode arranging the another master module above it are identical with the connected mode of the described master module arranged below it with described vicarious template.
5. aluminum template system, it is characterized in that, comprise the stupefied connected node of aluminum alloy pattern plate vertical profiles as described in any one of claims 1 to 3, also be included in the back cord fixings of the stupefied upper installation of described first vertical profiles, the both sides of described back cord fixings are equipped with the vertical embedding groove arranged, and the reinforcing back cord end be horizontally placed on described master module is provided with the mosaic block with described embedding groove adaptation.
6. aluminum template system as claimed in claim 5, it is characterized in that, there is in described back cord fixings the 3rd draw-in groove, be inlaid with the 3rd build-in slide block with described 3rd draw-in groove adaptation in described 3rd draw-in groove, described 3rd build-in slide block is installed on the described first build-in slide block in described first draw-in groove.
7. aluminum template system as claimed in claim 6, is characterized in that, described 3rd build-in slide block and described first build-in slide block one-body molded.
8. the aluminum template system as described in claim 5 or 6 or 7, it is characterized in that, the cross section of described mosaic block is T-shaped.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511033669.1A CN105507579B (en) | 2015-12-31 | 2015-12-31 | The stupefied connecting node of aluminum alloy pattern plate vertical profiles and aluminum template system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511033669.1A CN105507579B (en) | 2015-12-31 | 2015-12-31 | The stupefied connecting node of aluminum alloy pattern plate vertical profiles and aluminum template system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105507579A true CN105507579A (en) | 2016-04-20 |
| CN105507579B CN105507579B (en) | 2019-04-23 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201511033669.1A Active CN105507579B (en) | 2015-12-31 | 2015-12-31 | The stupefied connecting node of aluminum alloy pattern plate vertical profiles and aluminum template system |
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| CN (1) | CN105507579B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105672647A (en) * | 2015-12-31 | 2016-06-15 | 广东建星建筑工程有限公司 | Aluminum formwork back edge connection joint and aluminum formwork system |
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| EP0232109A2 (en) * | 1986-01-31 | 1987-08-12 | 589576 Ontario Inc. | Panel for concrete formwork |
| US5078360A (en) * | 1989-12-22 | 1992-01-07 | Speral Aluminium Inc. | Prefabricated assembly for poured concrete forming structures |
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| CN202164804U (en) * | 2011-05-26 | 2012-03-14 | 广州市景龙金属制品有限公司 | Aluminum alloy template cover plate system |
| CN204001727U (en) * | 2014-07-08 | 2014-12-10 | 重庆合筑科技有限公司 | A kind of hook during for wall form installation and removal back cord |
| CN204418654U (en) * | 2015-01-14 | 2015-06-24 | 晟通科技集团有限公司 | For the aluminum alloy pattern plate between body of wall |
| CN204703495U (en) * | 2015-04-01 | 2015-10-14 | 广东合迪科技股份有限公司 | Aluminum alloy pattern plate back cord system |
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| CN105672647A (en) * | 2015-12-31 | 2016-06-15 | 广东建星建筑工程有限公司 | Aluminum formwork back edge connection joint and aluminum formwork system |
| CN205531301U (en) * | 2015-12-31 | 2016-08-31 | 广东建星建筑工程有限公司 | Stupefied connected node of aluminum mould backboard and aluminum mould board system |
| CN205531310U (en) * | 2015-12-31 | 2016-08-31 | 广东建星建筑工程有限公司 | Stupefied connected node of vertical section bar of aluminum mould board and aluminum mould board system |
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Patent Citations (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0232109A2 (en) * | 1986-01-31 | 1987-08-12 | 589576 Ontario Inc. | Panel for concrete formwork |
| US5078360A (en) * | 1989-12-22 | 1992-01-07 | Speral Aluminium Inc. | Prefabricated assembly for poured concrete forming structures |
| JPH07279411A (en) * | 1994-04-06 | 1995-10-27 | Kobe Steel Ltd | Form for concrete |
| KR200418001Y1 (en) * | 2006-03-09 | 2006-06-07 | 정옥순 | A location fixing device for aluminum form |
| CN201687207U (en) * | 2010-05-12 | 2010-12-29 | 崔世宾 | Multifunctional construction formwork telescopic waling |
| CN201991230U (en) * | 2011-03-17 | 2011-09-28 | 北城致远集团有限公司 | Template assembly type back rib |
| CN202164804U (en) * | 2011-05-26 | 2012-03-14 | 广州市景龙金属制品有限公司 | Aluminum alloy template cover plate system |
| CN204001727U (en) * | 2014-07-08 | 2014-12-10 | 重庆合筑科技有限公司 | A kind of hook during for wall form installation and removal back cord |
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| CN105672647A (en) * | 2015-12-31 | 2016-06-15 | 广东建星建筑工程有限公司 | Aluminum formwork back edge connection joint and aluminum formwork system |
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| CN205531310U (en) * | 2015-12-31 | 2016-08-31 | 广东建星建筑工程有限公司 | Stupefied connected node of vertical section bar of aluminum mould board and aluminum mould board system |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105672647A (en) * | 2015-12-31 | 2016-06-15 | 广东建星建筑工程有限公司 | Aluminum formwork back edge connection joint and aluminum formwork system |
| CN105672647B (en) * | 2015-12-31 | 2018-10-02 | 广东建星建造集团有限公司 | Aluminum template system |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105507579B (en) | 2019-04-23 |
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Address after: 519000 9 floor, Yin long building, Jingshan Road, Xiangzhou District, Zhuhai, Guangdong. Applicant after: Guangdong Jian Xing Construction Group Co., Ltd. Applicant after: GUANGDONG HOLDINGS TECHNOLOGY CO., LTD. Address before: 519000 Jianxing group, 176 Xinghua Road, Xiangzhou District, Zhuhai, Guangdong, China Applicant before: Guangdong Constar Construction & Engineering Co., Ltd. Applicant before: GUANGDONG HOLDINGS TECHNOLOGY CO., LTD. |
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