CN105040969B - Cast in situ concrete floor formwork erecting structure - Google Patents

Cast in situ concrete floor formwork erecting structure Download PDF

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Publication number
CN105040969B
CN105040969B CN201510539394.2A CN201510539394A CN105040969B CN 105040969 B CN105040969 B CN 105040969B CN 201510539394 A CN201510539394 A CN 201510539394A CN 105040969 B CN105040969 B CN 105040969B
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China
Prior art keywords
bracket
frame
ribs
groove
interior
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CN201510539394.2A
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Chinese (zh)
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CN105040969A (en
Inventor
惠玉清
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Qianhai Zhixing construction technology holding (Shenzhen) Co., Ltd
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惠玉清
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Abstract

A kind of cast in situ concrete floor formwork erecting structure, belongs to building field.The purpose of the present invention is by redesigning to formwork correspondence existing building requirement, there is provided a kind of to provide quality, is capable of the cast in situ concrete floor formwork erecting structure of reduces cost again.The present invention is made up of frame, suspension member, ribs, metal side tube, falsework of the upper end with bayonet lock, connecting bracket, leading screw.Present configuration is simple, easy to install, due to being by all parts for designing in advance, as long as so simple at the construction field (site) assemble, you can so that the work such as formwork erection are carried out above.

Description

Cast in situ concrete floor formwork erecting structure
Technical field
The invention belongs to building field.
Background technology
With the high speed development in city, high buildings and large mansions are thick on the ground, and this just proposes higher wanting to building the speed in building, quality Ask, but at present architectural engineering cast in situ concrete floor formwork way, mainly have lay on primary and secondary is stupefied plywood formwork method and Aluminum alloy mould plate formwork method.The former cannot be guaranteed floor quality, and the latter's cost is too high.
The content of the invention
The purpose of the present invention is by redesigning to formwork correspondence existing building requirement, there is provided a kind of to provide matter Amount, is capable of the cast in situ concrete floor formwork erecting structure of reduces cost again.
The present invention be by frame, suspension member, ribs, metal side tube, upper end with the falsework of bayonet lock, connecting bracket, Leading screw is constituted;
There is bracket scuncheon upper end, and there is stabilizing bracket at middle part, has mounting groove on the outside of frame, and bezel seal adhesive tape side is stuck in In mounting groove, bezel seal adhesive tape opposite side is anti-slop serrations, and template is placed on bracket, and is contacted with frame and bracket in template There is fluid sealant at position, is provided with lateral opening on frame;
Ribs is end face I-shaped, and upper end is withstood on below template, and has fluid sealant between ribs and template, plus Strong rib two ends are connected with frame, and its attachment structure is:The groove on ribs entablature has, the bracket of frame are placed in groove, The stabilizing bracket that there is lower groove, frame ribs middle part is inserted in lower groove;
Frame lower end is placed in suspension member upper groove, and metal side tube upper end is placed in suspension member low groove;
Metal side tube lower end is placed in the upper end bayonet lock of falsework;
Connecting bracket upper end is inserted in falsework, and fixed perforation is provided with connecting bracket and falsework, Tapped adjusting nut is installed with connecting bracket bottom;
The external screw thread of leading screw and the screw-internal thread fit of adjusting nut, and leading screw is inserted in inside connecting bracket, is connected in insertion Connect, slip bayonet lock two ends are inserted in the limit sliding chutes of connecting bracket.
Present configuration is simple, easy to install, due to being by all parts for designing in advance, so existing in construction As long as in a simple assembling, you can so that the work such as formwork erection are carried out above.
Description of the drawings
Fig. 1 is schematic structural view of the invention;
Fig. 2 is the A section enlarged drawings of Fig. 1 of the present invention;
Fig. 3 is the D magnified partial views of Fig. 2 of the present invention;
Fig. 4 is the annexation figure of frame of the present invention and intermediate supports frame;
Fig. 5 is the F-F of Fig. 4 of the present invention to schematic diagram;
Fig. 6 is the B section enlarged drawings of Fig. 1 of the present invention;
Fig. 7 is the C section enlarged drawings of Fig. 1 of the present invention;
Fig. 8 is the upper part left view of Fig. 1 of the present invention;
Fig. 9 is the lower part left view of Fig. 1 of the present invention.
Specific embodiment
The present invention is carried the falsework 14 of bayonet lock, is connected by frame 1, suspension member 4, ribs 6, metal side tube 13, upper end Connect support 16, leading screw 17 to constitute;
1 inner top side of frame has bracket 2, and there is stabilizing bracket 3 at middle part, has mounting groove 8, bezel seal adhesive tape 9 one on the outside of frame 1 Side is stuck in mounting groove 8, and 9 opposite side of bezel seal adhesive tape is anti-slop serrations 10, and template 5 is placed on bracket 2, and template 5 with There is fluid sealant frame 1 and 2 contact site of bracket, and lateral opening 7 are provided with frame 1;Frame 1 is interconnected together by four, four Piece frame 1 is interconnected in end, surrounds an all around shape.When proceeding to build template outside one all around shape, This is to prevent two all around two mutually close frame collisions of shape, at this moment just contacting to complete by anti-slop serrations 10, i.e., It is anti-skidding by tooth, two neighboring frame can be compared directly contact again.
Ribs 6 is end face I-shaped, and upper end is withstood on below template 5, and has sealing between ribs 6 and template 5 Glue, 6 two ends of ribs are connected with frame 1, and its attachment structure is:The groove 11 on 6 entablature of ribs has, the bracket 2 of frame 1 are put In upper groove 11, the stabilizing bracket 3 for having lower groove 12, frame 1 in 6 middle part of ribs is inserted in lower groove 12;Ribs 6 sets Put, be for collapse in the middle part of when preventing template from building waist or the splicing position supporting role in template splicing.Ribs 6 be The all around shaped interior that frame 1 is surrounded, so, the two ends of ribs 6 can only connect with relative two pieces of frames 1 of all around shape. And the I-shaped design of ribs 6 is contact surface in order to increase upper end and intensity when being connected with frame 1.Template 5 with Fluid sealant between bracket 2 and ribs 6 plays a part of cementation template.
1 lower end of frame is placed in 4 upper groove of suspension member, and 13 upper end of metal side tube is placed in 4 low groove of suspension member;Suspension member 4 sets Drop and cause danger to prevent abjection at the top of 1 bottom of frame and metal side tube 13 when putting.And the design of metal side tube 13 is The length of whole support is reduced, the intensity of support can be increased again.
13 lower end of metal side tube is placed in the upper end bayonet lock of falsework 14.
16 upper end of connecting bracket is inserted in falsework 14, and is provided with connecting bracket 16 and falsework 14 solid Surely bore a hole 15, tapped adjusting nut 19 is installed with 16 bottom of connecting bracket;The design of connecting bracket 16 be for Reduce the whole length for supporting, be readily transported, and connecting bracket 16 after insertion falsework 14, just by consolidating at them Determine locked by latch at perforation, thus will not fall off or vibration.
The external screw thread of leading screw 17 and the screw-internal thread fit of adjusting nut 19, and leading screw 17 is inserted in inside connecting bracket 16, Slip bayonet lock 18 is installed on the leading screw 17 of insertion connecting bracket 16,18 two ends of slip bayonet lock are inserted in the spacing of connecting bracket 16 In chute 20.The design of leading screw 17 is that, as ground is uneven, and all around shape would not be peaceful, thus affects taking for template Build, for this purpose, when ground is uneven, leveling is carried out by adjusting screw 17, but in careless feelings during the adjustment of adjusting screw 17 Easily release under condition, so, a slip bayonet lock is installed at the position at which with 16 grafting of connecting bracket, and with connecting bracket 16 20 correspondence of limit sliding chutes, so, adjusting screw 17 would not be extracted out easily.

Claims (1)

1. a kind of cast in situ concrete floor formwork erecting structure, it is characterised in that:It is by frame(1), suspension member(4), ribs(6), gold Category square tube(13), upper end with bayonet lock falsework(14), connecting bracket(16), leading screw(17)Constitute;
Frame(1)Inner top side has bracket(2), there is stabilizing bracket at middle part(3), frame(1)There is mounting groove in outside(8), bezel seal Adhesive tape(9)Side is stuck in mounting groove(8)It is interior, bezel seal adhesive tape(9)Opposite side is anti-slop serrations(10), template(5)It is placed in bracket (2)On, and in template(5)With frame(1)And bracket(2)There is fluid sealant contact site, in frame(1)On be provided with it is lateral opening(7);
Ribs(6)For end face I-shaped, upper end withstands on template(5)Below, and ribs(6)With template(5)Between have Fluid sealant, ribs(6)Two ends and frame(1)Connect, its attachment structure is:In ribs(6)Entablature has upper groove(11), side Frame(1)Bracket(2)It is placed in groove(11)It is interior, in ribs(6)There is lower groove middle part(12), frame(1)Stabilizing bracket(3) It is inserted in lower groove(12)It is interior;
Frame(1)Lower end is placed in suspension member(4)In upper groove, metal side tube(13)Upper end is placed in suspension member(4)In low groove;
Metal side tube(13)Lower end is placed in falsework(14)Upper end bayonet lock in;
Connecting bracket(16)Upper end is inserted in falsework(14)It is interior, and in connecting bracket(16)And falsework(14)On open There is fixed perforation(15), in connecting bracket(16)Bottom is installed with tapped adjusting nut(19);
Leading screw(17)External screw thread and adjusting nut(19)Screw-internal thread fit, and leading screw(17)It is inserted in connecting bracket(16)It is interior Portion, in insertion connecting bracket(16)Leading screw(17)On slip bayonet lock is installed(18), slip bayonet lock(18)Two ends are inserted in connection Support(16)Limit sliding chutes(20)It is interior.
CN201510539394.2A 2015-08-30 2015-08-30 Cast in situ concrete floor formwork erecting structure Active CN105040969B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201510539394.2A CN105040969B (en) 2015-08-30 2015-08-30 Cast in situ concrete floor formwork erecting structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201510539394.2A CN105040969B (en) 2015-08-30 2015-08-30 Cast in situ concrete floor formwork erecting structure

Publications (2)

Publication Number Publication Date
CN105040969A CN105040969A (en) 2015-11-11
CN105040969B true CN105040969B (en) 2017-03-29

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Application Number Title Priority Date Filing Date
CN201510539394.2A Active CN105040969B (en) 2015-08-30 2015-08-30 Cast in situ concrete floor formwork erecting structure

Country Status (1)

Country Link
CN (1) CN105040969B (en)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2229263A5 (en) * 1973-05-11 1974-12-06 Metrailer Charles
CN2031818U (en) * 1988-04-30 1989-02-01 陈伟明 Adjustable flat-plate form quick-supporting device without stay
WO1993004248A1 (en) * 1991-08-12 1993-03-04 Colin Graham Sattler Formwork jig
CN201730352U (en) * 2010-07-07 2011-02-02 葛雪华 Building support
CN205134940U (en) * 2015-08-30 2016-04-06 惠玉清 A cast -in -place reinforced concrete floor mode structure

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2229263A5 (en) * 1973-05-11 1974-12-06 Metrailer Charles
CN2031818U (en) * 1988-04-30 1989-02-01 陈伟明 Adjustable flat-plate form quick-supporting device without stay
WO1993004248A1 (en) * 1991-08-12 1993-03-04 Colin Graham Sattler Formwork jig
CN201730352U (en) * 2010-07-07 2011-02-02 葛雪华 Building support
CN205134940U (en) * 2015-08-30 2016-04-06 惠玉清 A cast -in -place reinforced concrete floor mode structure

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Effective date of registration: 20200110

Address after: 518000 607, building A1, North District, Huaqiaocheng creative culture park, Nanshan District, Shenzhen City, Guangdong Province

Patentee after: Qianhai Zhixing construction technology holding (Shenzhen) Co., Ltd

Address before: 138000 No. 735, Songjiang Avenue, Songyuan, Jilin

Patentee before: Hui Yuqing

TR01 Transfer of patent right