CN107989351A - Disk button quickly assembles truss platform structure - Google Patents

Disk button quickly assembles truss platform structure Download PDF

Info

Publication number
CN107989351A
CN107989351A CN201711214751.3A CN201711214751A CN107989351A CN 107989351 A CN107989351 A CN 107989351A CN 201711214751 A CN201711214751 A CN 201711214751A CN 107989351 A CN107989351 A CN 107989351A
Authority
CN
China
Prior art keywords
montant
bors
groups
steel channel
brace
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201711214751.3A
Other languages
Chinese (zh)
Inventor
钱新华
吴亚进
黄苏进
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Jiangsu Speed Mold Technology Co Ltd
Original Assignee
Jiangsu Speed Mold Technology Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Jiangsu Speed Mold Technology Co Ltd filed Critical Jiangsu Speed Mold Technology Co Ltd
Priority to CN201711214751.3A priority Critical patent/CN107989351A/en
Publication of CN107989351A publication Critical patent/CN107989351A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G1/00Scaffolds primarily resting on the ground
    • E04G1/15Scaffolds primarily resting on the ground essentially comprising special means for supporting or forming platforms; Platforms
    • E04G1/152Platforms made of metal or with metal-supporting frame
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G7/00Connections between parts of the scaffold
    • E04G7/30Scaffolding bars or members with non-detachably fixed coupling elements
    • E04G7/32Scaffolding bars or members with non-detachably fixed coupling elements with coupling elements using wedges

Abstract

The invention belongs to scaffold equipment technical field, it is related to a discharge plate button and quickly assembles truss platform structure, including two groups of Two bors d's oeuveres steel channel beams arranged in parallel, it is connected between two groups of Two bors d's oeuveres steel channel beams by some montants, also it is connected between two groups of Two bors d's oeuveres steel channel beams by some braces, the equal one end of every group of Two bors d's oeuveres steel channel beam sets connection male, and the other end forms link slot, the montant upper and lower ends are respectively and fixedly provided with octagonal disk, and octagonal disk is equipped with some connecting holes.The load of independent scaffold upright rod base can be converted the device at the primary-secondary beam center for being transferred to floor by the platform structure.

Description

Disk button quickly assembles truss platform structure
Technical field
The invention belongs to scaffold equipment technical field, is related to a discharge plate button and quickly assembles truss platform structure.
Background technology
Socket joint type disk buckle type scaffold mainly by raising, lowering, upright bar, cross bar, the component such as brace form, socket joint type disk is buckled Formula scaffold is mainly used for falsework, supporting rack, performing art frame etc., can apply built with room, the multiple fields such as tunnel, overhead, bridge Construction, application range is quite extensive.During the current use of transformation project indoors, generally require flooring set up compared with High scaffold, yet with the relatively thin load that cannot meet support scaffolding base of floor, it is therefore desirable to which developing one kind can The load conversion of scaffold upright rod base independent one by one is transferred to the device at the beam center of floor.
The content of the invention
The present invention quickly assembles truss platform structure in view of the above-mentioned problems, providing a discharge plate button, which can The load conversion of independent scaffold upright rod base is transferred to the device at the primary-secondary beam center of floor.
Technical solution according to the invention:One discharge plate button quickly assembles truss platform structure, it is characterised in that:Including two Two bors d's oeuveres steel channel beam arranged in parallel is organized, is connected between two groups of Two bors d's oeuveres steel channel beams by some montants, two groups of Two bors d's oeuveres channel steels Also it is connected between beam by some braces, the equal one end of every group of Two bors d's oeuveres steel channel beam sets connection male, and the other end forms link slot, The montant upper and lower ends are respectively and fixedly provided with octagonal disk, and octagonal disk is equipped with some connecting holes.
As a further improvement on the present invention, the Two bors d's oeuveres steel channel beam includes the first girder steel arranged in parallel, second Girder steel.
As a further improvement on the present invention, the brace includes the first brace, the second brace, the 3rd brace, montant bag Include the first montant, the second montant, the 3rd montant, wherein the first montant, the 3rd montant be respectively arranged at two groups of Two bors d's oeuveres steel channel beams it Between both ends, the first brace, the second brace be arranged between the first montant, the second montant, the 3rd brace be arranged at the second montant, Between 3rd montant.
As a further improvement on the present invention, the connection male on two groups of Two bors d's oeuveres steel channel beams is located at the same side.
As a further improvement on the present invention, the connection male on two groups of Two bors d's oeuveres steel channel beams is located at different both sides.
The technical effects of the invention are that:Product of the present invention inserts formula using disk, can quickly realize assembling and dismantling and extension;Solve Current flooring cannot meet the problem of the requirement for bearing capacity of higher scaffold.
Brief description of the drawings
Fig. 1 is the monolithic truss platform structure diagram of the present invention.
Fig. 2 sets up application schematic diagram for the present invention's.
Fig. 3 is the transverse connecting rod schematic diagram of the present invention.
Embodiment
The embodiment of the present invention is further described below in conjunction with the accompanying drawings.
In Fig. 1-3, including Two bors d's oeuveres steel channel beam 1, the first girder steel 1-1, the second girder steel 1-2, montant 2, the first montant 2-1, Two montant 2-2, the 3rd montant 2-3, octagonal disk 3, brace 4, the first brace 4-1, the second brace 4-2, the 3rd brace 4-3, connection Male 5, tip latch 6, transverse connecting rod 7, truss platform converting system 8, link slot 9 etc..
As shown in Figs. 1-3, the present invention is that a discharge plate button quickly assembles truss platform structure, including two groups are parallel to each other and set The Two bors d's oeuveres steel channel beam 1 put, is connected by some montants 2 between two groups of Two bors d's oeuveres steel channel beams 1, between two groups of Two bors d's oeuveres steel channel beams 1 also It is connected by some braces 4, every group of 1 equal one end of Two bors d's oeuveres steel channel beam sets connection male 5, and the other end forms link slot 9, described 2 upper and lower ends of montant are respectively and fixedly provided with octagonal disk 3, and octagonal disk 3 is equipped with some connecting holes.
Two bors d's oeuveres steel channel beam 1 includes the first girder steel 1-1 arranged in parallel, the second girder steel 1-2.
Brace 4 includes the first brace 4-1, the second brace 4-2, the 3rd brace 4-3, and montant 2 includes the first montant 2-1, the Two montant 2-2, the 3rd montant 2-3, wherein the first montant 2-1, the 3rd montant 2-3 be respectively arranged at two groups of Two bors d's oeuveres steel channel beams 1 it Between both ends, the first brace 4-1, the second brace 4-2 be arranged between the first montant 2-1, the second montant 2-2, the 3rd brace 4-3 It is arranged between the second montant 2-2, the 3rd montant 2-3.
Connection male 5 on two groups of Two bors d's oeuveres steel channel beams 1 is located at the same side, the connection male 5 on two groups of Two bors d's oeuveres steel channel beams 1 In different both sides.
Product of the present invention when in use, can need be attached by transverse connecting rod 7 to turn according to actual conditions Change, since 7 both ends of transverse connecting rod are equipped with connector, in connection, as long as connector and respective disc by 7 both ends of connecting rod Button quickly assemble truss platform structure octagonal disk 3 be connected i.e. can be achieved width extension.By quick group of disk button The end to end extension for realizing length direction of dress truss platform structure, when carrying out the extension connection of length direction, will connect Male 5 and corresponding link slot 9 are in mating connection, and are locked by tip latch 6.

Claims (5)

1. a discharge plate button quickly assembles truss platform structure, it is characterised in that:Including two groups of Two bors d's oeuveres grooves arranged in parallel Girder steel(1), two groups of Two bors d's oeuveres steel channel beams(1)Between pass through some montants(2)It is connected, two groups of Two bors d's oeuveres steel channel beams(1)Between it is also logical Cross some braces(4)It is connected, every group of Two bors d's oeuveres steel channel beam(1)Equal one end sets connection male(5), other end formation link slot (9), the montant(2)Upper and lower ends are respectively and fixedly provided with octagonal disk(3), octagonal disk(3)It is equipped with some connecting holes.
2. disk button as claimed in claim 1 quickly assembles truss platform structure, it is characterised in that:The Two bors d's oeuveres steel channel beam (1)Including the first girder steel arranged in parallel(1-1), the second girder steel(1-2).
3. disk button as claimed in claim 1 quickly assembles truss platform structure, it is characterised in that:The brace(4)Including First brace(4-1), the second brace(4-2), the 3rd brace(4-3), montant(2)Including the first montant(2-1), the second montant (2-2), the 3rd montant(2-3), wherein the first montant(2-1), the 3rd montant(2-3)It is respectively arranged at two groups of Two bors d's oeuveres steel channel beams (1)Between both ends, the first brace(4-1), the second brace(4-2)It is arranged at the first montant(2-1), the second montant(2-2)It Between, the 3rd brace(4-3)It is arranged at the second montant(2-2), the 3rd montant(2-3)Between.
4. disk button as claimed in claim 1 quickly assembles truss platform structure, it is characterised in that:Two groups of Two bors d's oeuveres steel channel beams (1)On connection male(5)Positioned at the same side.
5. disk button as claimed in claim 1 quickly assembles truss platform structure, it is characterised in that:Two groups of Two bors d's oeuveres steel channel beams (1)On connection male(5)Positioned at different both sides.
CN201711214751.3A 2017-11-28 2017-11-28 Disk button quickly assembles truss platform structure Pending CN107989351A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201711214751.3A CN107989351A (en) 2017-11-28 2017-11-28 Disk button quickly assembles truss platform structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201711214751.3A CN107989351A (en) 2017-11-28 2017-11-28 Disk button quickly assembles truss platform structure

Publications (1)

Publication Number Publication Date
CN107989351A true CN107989351A (en) 2018-05-04

Family

ID=62033641

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201711214751.3A Pending CN107989351A (en) 2017-11-28 2017-11-28 Disk button quickly assembles truss platform structure

Country Status (1)

Country Link
CN (1) CN107989351A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114250960A (en) * 2021-12-01 2022-03-29 江苏速捷模架科技有限公司 Novel truss system for building construction

Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2327751Y (en) * 1998-03-05 1999-07-07 四川省第十二建筑工程公司 Supporting truss of electric ascending/descending scaffold
CN102140837A (en) * 2011-03-01 2011-08-03 梁苏珊 Ring-lock adjustable pole support and ring-lock adjustable pole scaffold
CN202370090U (en) * 2011-12-23 2012-08-08 上海市机械施工有限公司 Conversion support for large-span space crossed truss
CN102661034A (en) * 2012-05-30 2012-09-12 中建一局集团第三建筑有限公司 Steel tube fastener truss platform system and construction system thereof
CN203461071U (en) * 2013-06-19 2014-03-05 大连船舶重工集团有限公司 Large pipe truss for marine and offshore engineering
CN204001670U (en) * 2014-08-22 2014-12-10 中国建筑第八工程局有限公司 The support of movable disk button steel pipe
CN204059909U (en) * 2014-08-18 2014-12-31 中建海峡建设发展有限公司 With the horizontal truss of avoiding structure
CN204238348U (en) * 2014-11-21 2015-04-01 郭成顺 A kind of combined member bar of changeable function
CN105887922A (en) * 2015-12-28 2016-08-24 上海建工七建集团有限公司 Truss supporting device and method for constructing lining wall by means of truss supporting device
WO2017121315A1 (en) * 2016-01-12 2017-07-20 广州机施建设集团有限公司 Construction method for building truss and floor slab
CN207513129U (en) * 2017-11-28 2018-06-19 江苏速捷模架科技有限公司 Disk button quickly assembles truss platform structure

Patent Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2327751Y (en) * 1998-03-05 1999-07-07 四川省第十二建筑工程公司 Supporting truss of electric ascending/descending scaffold
CN102140837A (en) * 2011-03-01 2011-08-03 梁苏珊 Ring-lock adjustable pole support and ring-lock adjustable pole scaffold
CN202370090U (en) * 2011-12-23 2012-08-08 上海市机械施工有限公司 Conversion support for large-span space crossed truss
CN102661034A (en) * 2012-05-30 2012-09-12 中建一局集团第三建筑有限公司 Steel tube fastener truss platform system and construction system thereof
CN203461071U (en) * 2013-06-19 2014-03-05 大连船舶重工集团有限公司 Large pipe truss for marine and offshore engineering
CN204059909U (en) * 2014-08-18 2014-12-31 中建海峡建设发展有限公司 With the horizontal truss of avoiding structure
CN204001670U (en) * 2014-08-22 2014-12-10 中国建筑第八工程局有限公司 The support of movable disk button steel pipe
CN204238348U (en) * 2014-11-21 2015-04-01 郭成顺 A kind of combined member bar of changeable function
CN105887922A (en) * 2015-12-28 2016-08-24 上海建工七建集团有限公司 Truss supporting device and method for constructing lining wall by means of truss supporting device
WO2017121315A1 (en) * 2016-01-12 2017-07-20 广州机施建设集团有限公司 Construction method for building truss and floor slab
CN207513129U (en) * 2017-11-28 2018-06-19 江苏速捷模架科技有限公司 Disk button quickly assembles truss platform structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114250960A (en) * 2021-12-01 2022-03-29 江苏速捷模架科技有限公司 Novel truss system for building construction

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