CN103485525A - Protruding rotating scaffold - Google Patents
Protruding rotating scaffold Download PDFInfo
- Publication number
- CN103485525A CN103485525A CN201310471436.4A CN201310471436A CN103485525A CN 103485525 A CN103485525 A CN 103485525A CN 201310471436 A CN201310471436 A CN 201310471436A CN 103485525 A CN103485525 A CN 103485525A
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- China
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- operation platform
- vertical member
- rotation operation
- scaffold
- overhanging
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Abstract
A protruding rotating scaffold is mainly formed by vertical bars, horizontal bars and diagonal bars. The protruding rotating scaffold is characterized in that the vertical bars are bars with different cross sections inserted in multi-segments, height adjusting bolts are arranged at the lower ends of the vertical bars, linkage bars for enhancing force systems are further arranged on the upper sections and the lower sections of the vertical bars, the middle sections of the vertical bars are sleeved with unit components capable of adjusting height vertically and bearing protruding rotating construction platforms, the rotating construction platforms are connected to the end portions of the unit components through bolt pins, and the whole protruding rotating scaffold is formed. The scaffold is simple in structure, reasonable in stress, light in weight, convenient to carry and suitable for being used on building outer walls with holes.
Description
Technical field
This invention relates to a kind of construction scaffold, particularly about a kind of when the building outdoor construction is used peace tear open convenient and swiftly, be easy to carry, and the certain safety factor of tool by indoor to outdoor extension and can enlarge a kind of overhanging Rotary Scaffold of boundary of works area.
Background technology
Except the building body engineering is used scaffold, the scaffold generally used for engineerings such as later stage external device installation, rebuild maintenances mostly is hanging basket and flies to restrict two classes at present.Hanging basket is generally slightly to use during large object for build, weight, but that peace is torn expense open is larger, and for workload, engineering less than normal has caused larger economic disbursement; And use to fly to restrict, constructed, can only use when very simply working, because fly rope for security limitations, people's construction of can not standing thereon, the position that can only have enough people to sit, the platform that there is no other storing instruments or material, construct very limited, generally just does when exterior wall cleans and use.For the various work of each resident family's installation room external equipment, replacing window or processing window outside instantly, be to emit life danger greatly to be constructed, people often are called it for ' spider-man '.Even if their extreme care is thriving, security incident also appears unavoidably, the time and the relevant report of similar security incident is arranged.Because of the operating platform that its nobody can stand, construction is inconvenience very, and the operate outside treatment of details is often also careless.Given this, to the spider-man, a kind of safer and constructability is provided and can extends to the scaffold of the operating platform of certain distance beyond the window both sides, belong to necessary in fact.
Summary of the invention
In view of the existence of above problem, the present invention provides and has torn open convenient and swiftly in when construction peace, be easy to carry, and the certain safety factor of tool by indoor to outdoor extension and can enlarge a kind of overhanging Rotary Scaffold of boundary of works area.For this invention is achieved, will adopt following technical scheme to be illustrated:
A kind of convenient overhanging Rotary Scaffold, take of mainly being formed by vertical member, horizontal bars and diagonal brace rod member triangle is main stress characteristic a kind of by indoor to outdoor extension, and be mainly can be in a kind of scaffold member of outdoor expansion boundary of works area.Its technical characteristics is: described vertical member is easy to carry after for ease of conditioning chamber inner height and folding, be arranged to upper, middle and lower segment, wherein one section is inserted another section, by clevis bolt, located, regulate vertical member hypomere bottom elevation bolt, the two ends that make vertical member respectively with roof of storied building and flooring close contact, prevent displacement.The unit member of bearing overhanging rotary operating platform that described stage casing vertical member overcoat consists of horizontal bars, the resistance member of the fixing torsional forces owing to producing after the rotation of operating platform side direction is installed on one side on the leg-of-mutton prolongation limit formed in described overcoat unit member, form unit member and extend another triangle on limit, operating platform is placed in to the outer end of this element, pin joint axostylus axostyle bolt, fasten safety rope and just can on operating platform, carry out construction operation.As constructed on another side, described overcoat unit member is oppositely installed and got final product.The overhanging Rotary Scaffold technological merit of this invention is: 1, the Rotary Scaffold platform is set, has enlarged the outdoor construction scope; 2, simple in structure, reasonable stress, therefore have advantages of few, lightweight with material and be easy to carry and the member integrated stability good.Shortcoming is that after folding, separated member is more.
The accompanying drawing explanation
Fig. 1 is layout plan of the present invention
Fig. 2 is A-A sectional drawing in Fig. 1
Fig. 3 is mark 2 unit member top views in figure
Fig. 4 is mark 2 unit member side elevation view in figure
Fig. 5 is mark 3 unit member side elevation view in figure
Fig. 6 is mark 4 front elevation views in figure
Fig. 7 is mark 4 side elevation view in figure
Fig. 8 is mark unit member 5 plan views in figure
The specific embodiment
According to the above description, below in conjunction with accompanying drawing, describe the present invention
As shown in Figure 2, described vertical member stage casing 1 is interspersed in to described horizontal bars 2A, 2B, 2C, 2D, 2E, in the unit member of bearing overhanging rotary operating platform 2 that 2F forms, by described horizontal bars 5A, 5B, the unit member 5 that 5C forms is inserted in respectively in the epimere 1A and hypomere 1B of described vertical member, enhancing power system, again the two ends in described vertical member stage casing 1 are inserted respectively in the epimere 1A and hypomere 1B of described vertical member, interspersed described clevis bolt 6 positioning heights, tighten described vertical member hypomere bottom elevation bolt 7, the two ends that make whole vertical member respectively with roof of storied building 9 and flooring 10 close contacts, install fixing by 3A, 3B, the unit member 3 that the 3C rod member forms, again will be by described rod member 4A, 4B, 4C, 4D, 4E, 4F, 4G, the unit member 4 that 4H forms is placed in described rod member 2A, in outer end between 2B, load onto described axostylus axostyle bolt 11, fasten safety rope 8 and just can carry out construction operation.
Claims (4)
1. an overhanging Rotary Scaffold, mainly by vertical member, horizontal bars and the grafting of diagonal brace rod member, welding or hingedly form.Its technical characteristics is: the steel quarter bend that described vertical member is different section or pipe are divided into multistage and peg graft, and free-extension within the specific limits, its vertical member lower end also is provided with height adjustment bolt, the upper-lower section of described vertical member also is provided with the contact rod member of enhancing power system, but the unit member of the overhanging rotation operation platform of carrying of overcoat height up and down on described vertical member stage casing, tie and connect described rotation operation platform in described unit member end pins, just formed the integral body of whole overhanging Rotary Scaffold.
2. as claimed in claim 1, but the unit member of the overhanging rotation operation platform of the carrying of height up and down consists of vertical member and horizontal bars, and thering is the moment of flexure height that enough opposing loads produce, the moment of flexure height here concisely says it is the outer casing length on described vertical member stage casing that is enclosed within.
3. as described in claim 1,2, the torque support bar element that the opposite side that the triangle that carries the unit member of overhanging rotation operation platform extends limit produces while being provided with opposing by rotation operation platform lateral force.
4. as tying, the end pins of the unit member of claim 1,2,3 described carrying operation platforms connects the rotation operation platform, be arranged to single direction rotation in conjunction with on-the-spot actual and reasonable mechanical property, as constructed at other direction, the unit member of described carrying operation platform is oppositely installed and got final product.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310471436.4A CN103485525A (en) | 2013-10-11 | 2013-10-11 | Protruding rotating scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310471436.4A CN103485525A (en) | 2013-10-11 | 2013-10-11 | Protruding rotating scaffold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103485525A true CN103485525A (en) | 2014-01-01 |
Family
ID=49826078
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310471436.4A Pending CN103485525A (en) | 2013-10-11 | 2013-10-11 | Protruding rotating scaffold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103485525A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105201197A (en) * | 2015-10-26 | 2015-12-30 | 江苏理工学院 | Combined movable lifting scaffold |
| CN112942974A (en) * | 2021-02-01 | 2021-06-11 | 孟竹 | Assembled building construction protector |
| CN114033139A (en) * | 2021-11-24 | 2022-02-11 | 上海建工集团股份有限公司 | Application method of outward-extending rotary type outer wall construction platform |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| RU2016990C1 (en) * | 1991-10-28 | 1994-07-30 | Климов Владислав Валерианович | Cantilever type window working site |
| CN2237084Y (en) * | 1995-08-16 | 1996-10-09 | 南通市第四建筑安装工程公司上海公司 | Bolt type lift scaffold |
| WO2003032748A1 (en) * | 2001-10-12 | 2003-04-24 | California Natural Products | Rice-flour hydrolysates fat substitute |
| CN201129027Y (en) * | 2007-11-26 | 2008-10-08 | 通州建总集团有限公司 | Scaffold widening two-linkage hinge turning plate guardrail |
| CN201158933Y (en) * | 2007-12-27 | 2008-12-03 | 上海市第七建筑有限公司 | High-rise maintaining scaffold device with extruding structure |
| CN101624870A (en) * | 2009-07-31 | 2010-01-13 | 中国第一冶金建设有限责任公司 | Movable adjustable operation frame |
| CN201671315U (en) * | 2010-05-21 | 2010-12-15 | 上海外高桥造船有限公司 | Adjustable scaffold |
-
2013
- 2013-10-11 CN CN201310471436.4A patent/CN103485525A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| RU2016990C1 (en) * | 1991-10-28 | 1994-07-30 | Климов Владислав Валерианович | Cantilever type window working site |
| CN2237084Y (en) * | 1995-08-16 | 1996-10-09 | 南通市第四建筑安装工程公司上海公司 | Bolt type lift scaffold |
| WO2003032748A1 (en) * | 2001-10-12 | 2003-04-24 | California Natural Products | Rice-flour hydrolysates fat substitute |
| CN201129027Y (en) * | 2007-11-26 | 2008-10-08 | 通州建总集团有限公司 | Scaffold widening two-linkage hinge turning plate guardrail |
| CN201158933Y (en) * | 2007-12-27 | 2008-12-03 | 上海市第七建筑有限公司 | High-rise maintaining scaffold device with extruding structure |
| CN101624870A (en) * | 2009-07-31 | 2010-01-13 | 中国第一冶金建设有限责任公司 | Movable adjustable operation frame |
| CN201671315U (en) * | 2010-05-21 | 2010-12-15 | 上海外高桥造船有限公司 | Adjustable scaffold |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105201197A (en) * | 2015-10-26 | 2015-12-30 | 江苏理工学院 | Combined movable lifting scaffold |
| CN112942974A (en) * | 2021-02-01 | 2021-06-11 | 孟竹 | Assembled building construction protector |
| CN112942974B (en) * | 2021-02-01 | 2022-09-06 | 郭本默 | Assembled building construction protector |
| CN114033139A (en) * | 2021-11-24 | 2022-02-11 | 上海建工集团股份有限公司 | Application method of outward-extending rotary type outer wall construction platform |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| DD01 | Delivery of document by public notice |
Addressee: Guo Debing Document name: Notification of Patent Invention Entering into Substantive Examination Stage |
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| DD01 | Delivery of document by public notice |
Addressee: Guo Debing Document name: Notification that Application Deemed to be Withdrawn |
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| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20140101 |