CN204552040U - A kind of building buckle formula scaffold - Google Patents
A kind of building buckle formula scaffold Download PDFInfo
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- CN204552040U CN204552040U CN201520233433.1U CN201520233433U CN204552040U CN 204552040 U CN204552040 U CN 204552040U CN 201520233433 U CN201520233433 U CN 201520233433U CN 204552040 U CN204552040 U CN 204552040U
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Abstract
This practicality provides a kind of building buckle formula scaffold, comprises castor, brace, band ladder framework, framework, cross bar, guardrail rack, H type guardrail rack, landing slab, baseboard; Described castor is located at the terraced framework of band and the framework left and right sides respectively; Described brace and cross bar are interconnected left side and are with terraced framework; And landing slab is located at upper end; Described baseboard is located at outside landing slab; Described baseboard is rectangle ring-type; Described guardrail rack and H type guardrail rack are respectively equipped with two, and are connected to rectangular frame; Described guardrail rack and H type guardrail rack are located at landing slab and baseboard upper end, and are located at the terraced framework of band and framework upper end.This practicality can adopt the aluminium alloys that weight is lighter to be material, and assembles convenient, and installation effectiveness is very high, is convenient to transport and carries, high strength, can bear larger weight, ensures operating efficiency.
Description
Technical field
The utility model relates to building field, a kind of building buckle formula scaffold particularly related to.
Background technology
Along with the continuous progress of society, the development of science and technology, more and more product in order to meet the different demand of people has come into life, has also come among enterprise simultaneously.China is as a building big country, and all kinds of dissimilar building and engineering are stood in great numbers in each city, and the construction of these buildings be unable to do without some basic structure tool.
Time scaffold just refers in fact at the construction field (site) for workman's concrete operations, solve vertical and horizontal transport operation and the various supports set up.Mainly for constructor works or the maintenance of perimeter security net and high-altitude installation component etc. up and down, be exactly plainly build a framework at building external engineering is better completed, generally speaking the material of scaffold generally includes: bamboo wood, steel pipe or other synthetic materialss etc.Because its operation is installed simple, effectively programming can be improved, so also have concrete application in all kinds of object of construction production outside building, comprising, billboard, urban construction, construction of road and bridge and all kinds of resource exploitation construction projects etc.
China substantially all adopts building of bamboo or wood at construction scaffoldings all in the early days of foundation, and essence still has many object of construction production to be cost-saving employing this kind of mode today, after the sixties, China start to produce gradually and use promote new-type
fastenerformula
steel pipescaffold.And to the initial stage nineties China the multi-functional scaffold of advanced person had development at a high speed, numerous serial scaffold having greater functionality safer starts manufacture of putting into production.Comprise some and all to belong to main product till now
door-type scaffold, bowl fastening type steel pipe scaffold, starts progressively to stride forward from domestic market to overseas market simultaneously.
For a long time, because erecting tools itself and constructing technology thereof and use safety management work are in the state comparatively fallen behind, safety is caused
accidentincidence higher.Related statistical shows: in China
building operationsin annual the occurred casualty accident of system, nearly about 1/3 is relevant with the problem of erecting tools and use thereof directly or indirectly, therefore accelerates to promote a kind of brand-new scaffold design scheme technology of innovation extremely urgent.
Utility model content
The purpose of this utility model is to solve the problem, and provides a kind of building buckle formula scaffold.Fastener type pin hand is because the feature such as the stability high efficiency safety of itself and high-adaptability, and becoming one of basic technology of society engineering construction, is also indispensable key technology.Traditional steel pipe can be adopted to be material, also the aluminium alloys that weight is lighter can be adopted to be material, only only have traditional pin hand cradle about 1/3rd less than weight, and assemble convenient, installation effectiveness is very high, makes correlation engineering unit save a large amount of manpower and materials.Simultaneously because add the keeping under strict supervision close inspection of modern processing industry technology and national related quality criterion, the service efficiency of design of coupler scaffold and application life are obtained for significantly improves, in addition its advantage in the market price, cost performance is quite high, will see its figure in more engineering construction field.High strength, can bear larger weight.Compare traditional pin hand cradle lifting capacity and can adopt aluminum alloy materials, weight be only equivalent to conventional steel structure 1/3rd less than.It is convenient to assemble, and only needs both hands to complete and builds.Be convenient to transport carry.Because its lightweight feature, make it can move to any job location at any time, from transport, carry, each side such as assembling all seem especially convenient.Applicability is strong.Because itself assembling floor space is little, basic noiselessness.Therefore any job location can be adapted to.Indoor and outdoor all can fulfil assignment.
The technical solution of the utility model is as follows: a kind of building buckle formula scaffold, comprises castor, brace, band ladder framework, framework, cross bar, guardrail rack, H type guardrail rack, landing slab, baseboard; The terraced framework left and right sides of band is located at by described castor; The terraced framework of described band comprises left support bar, right support bar, cross bar one, cross bar two, fixed bar, treadle; Described fixed bar is provided with two, is located at inside left support bar and right support bar respectively; Described cross bar one is located between left side left support bar and fixed bar; Described treadle is located between fixed bar and fixed bar, and described cross bar two is located between right side fixed bar and right support bar; Described rubber tire is located at the left and right sides, framework lower end, and is with terraced framework on the left of being interconnected by brace and cross bar; Described cross bar and brace are located at and are with terraced framework and the framework left and right sides, and landing slab is located at upper end; Described framework comprises left support bar, right support bar, cross bar three; Described cross bar three is located at left support bar and right support bar centre position; Described brace comprises fixed bar one, fixed bar two, screens nail; Describedly fix one and intersect with fixed bar two, connected by screens nail; Described landing slab corner is provided with circular hole, matches respectively with the terraced framework of band with framework upper end; Described baseboard is located at outside landing slab, and fastening by screw rod; Described baseboard is rectangle ring-type; Described guardrail rack and H type guardrail rack are respectively equipped with two, and are connected to as rectangular frame; Described guardrail rack and H type guardrail rack are located at landing slab and baseboard upper end, and are located at the terraced framework of band and framework upper end.
Preferably, described left support bar and right support bar lower end are provided with circular groove, and upper end is provided with circular protrusions;
Described circular groove and circular protrusions are respectively equipped with corresponding circular hole.
Preferably, described left support bar is provided with corresponding locking ring with right support bar circular groove and circular protrusions circular hole.
Preferably, described locking ring is annular retainer plate, and inner side is provided with pole projection.
Preferably, the terraced framework of described band and framework are respectively equipped with multiple.
Preferably, two ends, the described brace left and right sides are provided with screens button.
Preferably, described screens button is north glue material;
Described screens button front end is provided with circular perforations, and lower end is provided with and wears groove;
Be provided with circular groove on the right side of described screens button, and be provided with internal thread, for matching with brace front end.
Preferably, described landing slab is steel fixed head.
Preferably, described landing slab can be located between the terraced framework of band and framework according to differing heights, plays the effect of being fixedly connected with.
Preferably, described baseboard is steel matter.
Adopt such scheme, this practicality can adopt the aluminium alloys that weight is lighter to be material, and assembles convenient, and installation effectiveness is very high, is convenient to transport and carries, high strength, can bear larger weight, ensures operating efficiency.
Accompanying drawing explanation
Fig. 1 is the structural representation of the utility model example.
Detailed description of the invention
For the ease of understanding the utility model, below in conjunction with the drawings and specific embodiments, the utility model is described in detail.Preferred embodiment of the present utility model is given in accompanying drawing.But the utility model can realize in many different forms, is not limited to the embodiment described by this manual.On the contrary, provide the object of these embodiments be make the understanding of disclosure of the present utility model more comprehensively thorough.
It should be noted that, when element is called as " being fixed on " another element, directly can there is element placed in the middle in it on another element or also.When an element is considered to " connection " another element, it can be directly connected to another element or may there is centering elements simultaneously.The term " vertical " that this manual uses, " level ", "left", "right" and similar statement are just for illustrative purposes.
Unless otherwise defined, all technology of using of this manual and scientific terminology are identical with belonging to the implication that those skilled in the art of the present utility model understand usually.The object of the term used in manual of the present utility model in this manual just in order to describe specific embodiment is not for limiting the utility model.The term "and/or" that this manual uses comprises arbitrary and all combinations of one or more relevant Listed Items.
Below in conjunction with accompanying drawing and example, the utility model is further illustrated.
A kind of building buckle formula scaffold, comprises castor 101, brace 102, is with terraced framework 103, framework 104, cross bar 105, guardrail rack 106, H type guardrail rack 107, landing slab 108, baseboard 109;
Terraced framework 103 left and right sides of band is located at by described castor 101;
The terraced framework 103 of described band comprises left support bar, right support bar, cross bar one, cross bar two, fixed bar, treadle;
Described fixed bar is provided with two, is located at inside left support bar and right support bar respectively;
Described cross bar one is located between left side left support bar and fixed bar;
Described treadle is located between fixed bar and fixed bar, and described cross bar two is located between right side fixed bar and right support bar;
Described rubber tire 101 is located at the left and right sides, framework 104 lower end, and is with terraced framework 103 on the left of being interconnected by brace 102 and cross bar 105;
Described cross bar 105 is located at brace 102 and is with terraced framework and the framework left and right sides, and landing slab is located at upper end;
Described framework 104 comprises left support bar, right support bar, cross bar three;
Described cross bar three is located at left support bar and right support bar centre position;
Described brace 102 comprises fixed bar one, fixed bar two, screens nail;
Describedly fix one and intersect with fixed bar two, connected by screens nail;
Described landing slab 108 4 jiaos is provided with circular hole, matches respectively with the terraced framework 103 of band with framework 104 upper end;
Described baseboard 109 is located at outside landing slab 108, and fastening by screw rod;
Described baseboard 109 is rectangle ring-type;
Described guardrail rack 106 is respectively equipped with two with H type guardrail rack 107, and is connected to as rectangular frame;
Described guardrail rack 106 is located at landing slab 108 and baseboard 109 upper end with H type guardrail rack 107, and is located at the terraced framework 103 of band and framework 104 upper end.
Preferably, described left support bar and right support bar lower end are provided with circular groove, and upper end is provided with circular protrusions;
Described expediently lower support bar is interconnected;
Described circular groove and circular protrusions are respectively equipped with corresponding circular hole;
Coordinate up and down for fastening.
Preferably, described left support bar is provided with corresponding locking ring with right support bar circular groove and circular protrusions circular hole.
Preferably, described locking ring is annular retainer plate, and inner side is provided with pole projection;
Described projection matches with left support bar and right support bar circular hole, facilitates fastening.
Preferably, the terraced framework of described band and framework are respectively equipped with multiple, according to differing heights, can superpose up and down.
Preferably, two ends, the described brace left and right sides are provided with screens button, for matching with cross bar.
Described cross bar one, cross bar two, cross bar three are circular bar shape, listen screens button to be interconnected and to support.
Preferably, described screens button is north glue material;
Described screens button front end is provided with circular perforations, and lower end is provided with and wears groove;
Be provided with circular groove on the right side of described screens button, and be provided with internal thread, for matching with brace front end.
Preferably, described landing slab is steel fixed head.
Preferably, described landing slab can be located between the terraced framework of band and framework according to differing heights, plays the effect of being fixedly connected with.
Preferably, described baseboard is steel matter.
During use: design of coupler scaffold engineering construction is quick, and it is convenient to assemble, and floor space is little, novel great-leap-forward can be adopted to set up, stable working state.And be movable to any place and carry out work.Assembled rear pure theory of mechanics, do not related to electric energy or any external energy, substantially do not need safeguard, only need both hands just can complete installation in steps.The distinct characteristics of construction technology, concrete utilization is extremely extensive, can play huge effect in any job site, makes numerous and diverse work without chapter originally become safe and efficient.The terraced framework left and right sides of band is located at by described castor; The terraced framework of described band comprises left support bar, right support bar, cross bar one, cross bar two, fixed bar, treadle; Described fixed bar is provided with two, is located at inside left support bar and right support bar respectively; Described cross bar one is located between left side left support bar and fixed bar; Described treadle is located between fixed bar and fixed bar, and described cross bar two is located between right side fixed bar and right support bar; Described left support bar and right support bar lower end are provided with circular groove, and upper end is provided with circular protrusions; Described expediently lower support bar is interconnected; Described circular groove and circular protrusions are respectively equipped with corresponding circular hole; Coordinate up and down for fastening.Described left support bar is provided with corresponding locking ring with right support bar circular groove and circular protrusions circular hole.Described locking ring is annular retainer plate, and inner side is provided with pole projection; Described projection matches with left support bar and right support bar circular hole, facilitates fastening.The terraced framework of described band and framework are respectively equipped with multiple, according to differing heights, can superpose up and down.Described rubber tire is located at the left and right sides, framework lower end, and is with terraced framework on the left of being interconnected by brace and cross bar; Described cross bar and brace are located at and are with terraced framework and the framework left and right sides, and landing slab is located at upper end; Described framework comprises left support bar, right support bar, cross bar three; Described cross bar three is located at left support bar and right support bar centre position; Described brace comprises fixed bar one, fixed bar two, screens nail; Describedly fix one and intersect with fixed bar two, connected by screens nail; Two ends, the described brace left and right sides are provided with screens button, for matching with cross bar.Described cross bar one, cross bar two, cross bar three are circular bar shape, listen screens button to be interconnected and to support.Described screens button is north glue material; Described screens button front end is provided with circular perforations, and lower end is provided with and wears groove; Be provided with circular groove on the right side of described screens button, and be provided with internal thread, for matching with brace front end.Described landing slab corner is provided with circular hole, matches respectively with the terraced framework of band with framework upper end; Described baseboard is located at outside landing slab, and fastening by screw rod; Described baseboard is rectangle ring-type; Described guardrail rack and H type guardrail rack are respectively equipped with two, and are connected to as rectangular frame; Described guardrail rack and H type guardrail rack are located at landing slab and baseboard upper end, and are located at the terraced framework of band and framework upper end.
This practicality can adopt the aluminium alloys that weight is lighter to be material, and assembles convenient, and installation effectiveness is very high, is convenient to transport and carries, high strength, can bear larger weight, ensures operating efficiency.
It should be noted that, above-mentioned each technical characteristic continues combination mutually, is formed not in above-named various embodiment, is all considered as the scope that the utility model manual is recorded; Further, for those of ordinary skills, can be improved according to the above description or convert, and all these improve and convert the protection domain that all should belong to the utility model claims.
Claims (10)
1. a building buckle formula scaffold, is characterized in that, comprises castor, brace, band ladder framework, framework, cross bar, guardrail rack, H type guardrail rack, landing slab, baseboard;
The terraced framework left and right sides of band is located at by described castor;
The terraced framework of described band comprises left support bar, right support bar, cross bar one, cross bar two, fixed bar, treadle;
Described fixed bar is provided with two, is located at inside left support bar and right support bar respectively;
Described cross bar one is located between left side left support bar and fixed bar;
Described treadle is located between fixed bar and fixed bar, and described cross bar two is located between right side fixed bar and right support bar;
Described rubber tire is located at the left and right sides, framework lower end, and is with terraced framework on the left of being interconnected by brace and cross bar;
Described cross bar and brace are located at and are with terraced framework and the framework left and right sides, and landing slab is located at upper end;
Described framework comprises left support bar, right support bar, cross bar three;
Described cross bar three is located at left support bar and right support bar centre position;
Described brace comprises fixed bar one, fixed bar two, screens nail;
Describedly fix one and intersect with fixed bar two, connected by screens nail;
Described landing slab corner is provided with circular hole, matches respectively with the terraced framework of band with framework upper end;
Described baseboard is located at outside landing slab, and fastening by screw rod;
Described baseboard is rectangle ring-type;
Described guardrail rack and H type guardrail rack are respectively equipped with two, and are connected to as rectangular frame;
Described guardrail rack and H type guardrail rack are located at landing slab and baseboard upper end, and are located at the terraced framework of band and framework upper end.
2. according to a kind of building buckle formula scaffold described in claim 1, it is characterized in that, described left support bar and right support bar lower end are provided with circular groove, and upper end is provided with circular protrusions;
Described circular groove and circular protrusions are respectively equipped with corresponding circular hole.
3., according to a kind of building buckle formula scaffold described in claim 2, it is characterized in that, described left support bar is provided with corresponding locking ring with right support bar circular groove and circular protrusions circular hole.
4., according to a kind of building buckle formula scaffold described in claim 3, it is characterized in that, described locking ring is annular retainer plate, and inner side is provided with pole projection.
5., according to a kind of building buckle formula scaffold described in claim 1, it is characterized in that, the terraced framework of described band and framework are respectively equipped with multiple.
6. according to a kind of building buckle formula scaffold described in claim 1, it is characterized in that, two ends, the described brace left and right sides are provided with screens button.
7. according to a kind of building buckle formula scaffold described in claim 6, it is characterized in that, described screens button is north glue material;
Described screens button front end is provided with circular perforations, and lower end is provided with and wears groove;
Be provided with circular groove on the right side of described screens button, and be provided with internal thread, for matching with brace front end.
8., according to a kind of building buckle formula scaffold described in claim 1, it is characterized in that, described landing slab is steel fixed head.
9. according to a kind of building buckle formula scaffold described in claim 1, it is characterized in that, described landing slab can be located between the terraced framework of band and framework according to differing heights, plays the effect of being fixedly connected with.
10., according to a kind of building buckle formula scaffold described in claim 1, it is characterized in that, described baseboard is steel matter.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520233433.1U CN204552040U (en) | 2015-04-17 | 2015-04-17 | A kind of building buckle formula scaffold |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520233433.1U CN204552040U (en) | 2015-04-17 | 2015-04-17 | A kind of building buckle formula scaffold |
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| CN204552040U true CN204552040U (en) | 2015-08-12 |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108396950A (en) * | 2016-08-15 | 2018-08-14 | 吴小再 | Safe frame, the construction techniques of construction scaffold |
| CN109235861A (en) * | 2018-08-20 | 2019-01-18 | 施继良 | A kind of fabricated scaffold applied to small sized multiple story building |
| CN113978652A (en) * | 2021-11-10 | 2022-01-28 | 上海外高桥造船有限公司 | Assembled mobile platform and manufacturing method |
| CN114150853A (en) * | 2021-12-10 | 2022-03-08 | 来安县金盛源金属制品有限公司 | Stable industrial building scaffold and building method thereof |
-
2015
- 2015-04-17 CN CN201520233433.1U patent/CN204552040U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108396950A (en) * | 2016-08-15 | 2018-08-14 | 吴小再 | Safe frame, the construction techniques of construction scaffold |
| CN109235861A (en) * | 2018-08-20 | 2019-01-18 | 施继良 | A kind of fabricated scaffold applied to small sized multiple story building |
| CN109235861B (en) * | 2018-08-20 | 2020-10-23 | 傅春兴 | Be applied to small high-rise building's assembled scaffold frame |
| CN113978652A (en) * | 2021-11-10 | 2022-01-28 | 上海外高桥造船有限公司 | Assembled mobile platform and manufacturing method |
| CN114150853A (en) * | 2021-12-10 | 2022-03-08 | 来安县金盛源金属制品有限公司 | Stable industrial building scaffold and building method thereof |
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Legal Events
| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: 330000 Nanchang economic and Technological Development Zone, Nanchang, Jiangxi Patentee after: Hong Hao construction Limited by Share Ltd. Address before: 330006 No. 010, No. 4, No. 4 Xian Shi Road, East Lake District, Jiangxi. Patentee before: JIANGXI HONGHAO CONSTRUCTION Co.,Ltd. |
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| CP03 | Change of name, title or address | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 330000 Nanchang economic and Technological Development Zone, Nanchang, Jiangxi Patentee after: Honghao Construction Group Co.,Ltd. Address before: 330000 Nanchang economic and Technological Development Zone, Nanchang, Jiangxi Patentee before: Hong Hao construction Limited by Share Ltd. |
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| CP01 | Change in the name or title of a patent holder |