CN107989351A - Disk button quickly assembles truss platform structure - Google Patents
Disk button quickly assembles truss platform structure Download PDFInfo
- 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
Links
Classifications
-
- 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
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/15—Scaffolds primarily resting on the ground essentially comprising special means for supporting or forming platforms; Platforms
- E04G1/152—Platforms made of metal or with metal-supporting frame
-
- 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
- E04G7/00—Connections between parts of the scaffold
- E04G7/30—Scaffolding bars or members with non-detachably fixed coupling elements
- E04G7/32—Scaffolding 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
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.
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)
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)
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 |
-
2017
- 2017-11-28 CN CN201711214751.3A patent/CN107989351A/en active Pending
Patent Citations (11)
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)
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 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
AU2014268090B2 (en) | Suspended scaffolding structure and connector therefor | |
CN207513129U (en) | Disk button quickly assembles truss platform structure | |
CN107989351A (en) | Disk button quickly assembles truss platform structure | |
CN109736440A (en) | A kind of large-span steel staggered floor closes up installation method | |
CN208283173U (en) | A kind of stringer and testing stand for railroad bridge static test | |
CN110344332A (en) | Bracket is used in a kind of construction of bridge main tower upper beam | |
CN107143147B (en) | Unit-modularized detachable type assembly moulding bed | |
CA2673670C (en) | Reinforced ledger and knee brace system | |
CN206220586U (en) | A kind of Asynchronous Interconnection back-to-back converter substation bilayer outlet structure | |
CN205919302U (en) | A truss reinforcing beam device for boiler | |
CN210767926U (en) | Safety protection platform | |
CN206110627U (en) | Truss strenghthened type fastener -style steel pipe scaffold frame | |
CN207633791U (en) | A kind of free-standing temporary support for curved tube component | |
CN219972944U (en) | Arch rib node operation platform | |
CN209322276U (en) | A kind of inserted combined truss | |
CN215977287U (en) | Splayed supporting truss | |
CN220642335U (en) | Modularized self-climbing machine conversion platform | |
CN212129846U (en) | Scaffold | |
CN203865897U (en) | Tower crane and transitional joint thereof | |
CN216840493U (en) | Cantilever beam, connector and scaffold frame for building | |
CN208649901U (en) | Bridge platform truck | |
CN216949603U (en) | Protective frame | |
CN210342243U (en) | Steel structure beam connecting member | |
CN210712577U (en) | Temporary support for mounting of arch continuous steel box girder | |
CN218373393U (en) | Front suspension platform of bridge |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination |