CN104088453B - A kind of scaffold edge support structure and using method thereof - Google Patents
A kind of scaffold edge support structure and using method thereof Download PDFInfo
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- CN104088453B CN104088453B CN201410148878.XA CN201410148878A CN104088453B CN 104088453 B CN104088453 B CN 104088453B CN 201410148878 A CN201410148878 A CN 201410148878A CN 104088453 B CN104088453 B CN 104088453B
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Abstract
The present invention relates to the realm of building construction, particularly a kind of scaffold edge support structure, also provides for the using method of this scaffold edge support structure a kind of simultaneously.This scaffold edge support structure, is arranged in the vertical rod of scaffold, including horizontal segment, tilting section, the section of going to the bottom, the first connecting pin and the second connecting pin.Scaffold edge support structure of the present invention and using method thereof, template is laid in the gap being capable of being easy between scaffold edge and concrete wall, have simultaneously simple in construction, lightweight, mount and dismount the advantages such as convenient, and efficiently solve mould bases efficiency of construction gap lowly, between scaffold edge and concrete wall in current domestic construction structure construction and the problems such as the loaded down with trivial details construction of filling support are set, under the premise ensureing construction safety, further increase mould bases efficiency of construction；It addition, by the adjustable length arranging horizontal segment and tilting section, it is possible to adapt to the gap between different scaffold edge and concrete walls.
Description
Technical field
The present invention relates to the realm of building construction, particularly a kind of scaffold edge support structure, also provides for the using method of this scaffold edge support structure a kind of simultaneously.
Background technology
Along with theory advocating at the realm of building construction such as China's green building, low-carbon (LC) buildings, increasing people starts to note or pay attention to the construction of green building, low-carbon (LC) building.But these are not accidentally occur, it is necessary to by promoting the environmental consciousness of architectural design, manufacture of materials and construction enterprises, take appropriate measures and could really reduce energy resource consumption, reduce carbon emission, promote whole building industry to move towards the road of low carbon development.Here, mention the low carbonization of building industry, would have to speak of the reinforced concrete construction occupying absolutely essential ratio in building industry；Similarly, speak of reinforced concrete construction, would have to speak of template and scaffold.The cost of template and scaffold in construction, constitute about the 30% of project total cost, and when setting up and remove of mould bases, account for more than 50% during chief engineer, so, service efficiency and cost just become the major reason of active pursuit, a good scaffold during the design of construction form and shoring system, except the rigid index in safety, efficient, energy-saving and environmental protection etc. are also the targets always pursued in recent years.
In construction, key slot type steel pipe scaffold, socket joint type dish button steel pipe scaffold or bowl fastening type steel pipe scaffold etc. may be used for support shuttering, thus using as falsework.Standardization now, tool design promote in the market, owing to edge and the concrete wall of scaffold are usually present the gap of certain size, this just makes it be unable to reach real standardization, tool.Correspondingly, traditional settling mode is generally adopted steel tube fastener and builds at support body periphery temporarily, but it exists and builds that inefficiency, accessory be more, accessory is easily lost and the inevitable shortcoming in job site such as corresponding cost increase.
Summary of the invention
The technical problem to be solved is to have when the gap processed between scaffold edge and concrete wall that inefficiency, accessory be more for prior art and the shortcoming such as cost increase, a kind of scaffold edge support structure is provided, also provides for the using method of a kind of described scaffold edge support structure simultaneously.
This invention address that its technical problem is adopted the technical scheme that: a kind of scaffold edge support structure, it is arranged in the vertical rod of scaffold, it is characterized in that: include horizontal segment, tilting section, the section of going to the bottom, first connecting pin and the second connecting pin, one end of horizontal segment is fixed in the vertical rod of scaffold, the other end of horizontal segment and the upper end of tilting section are by the first connecting pin chain connection, the lower end of tilting section and the one end of the section of going to the bottom are by the second connecting pin chain connection, the other end of the section of going to the bottom is fixed in the vertical rod of scaffold, horizontal segment, tilting section, the vertical rod of the section of going to the bottom and scaffold forms the structure of triangle, horizontal segment entirety is horizontally disposed.
Further, described horizontal segment includes level connection joint portion, fixed part, leading screw portion, moving part and the first otic placode, described horizontal segment is fixed in the vertical rod of scaffold by level connection joint portion, fixed part and moving part are threaded in the two ends in leading screw portion respectively, first otic placode is fixed on the lower section of moving part, and the first otic placode is provided with through hole.
Further, described tilting section includes upper spindle and lower parts casing pipe, upper spindle and the connection of bottom casing threads.
Further, described in the section of going to the bottom include bottom connecting portion, intermediate casing and the second otic placode, described in the section of going to the bottom be fixed in the vertical rod of scaffold by bottom connecting portion, the second otic placode is provided with through hole.
Meanwhile, the present invention also provides for the using method of a kind of above-mentioned scaffold edge support structure, it is characterised in that: comprise the following steps,
Step 1: one end of horizontal segment is fixed in the vertical rod of scaffold, and overall horizontally disposed；
Step 2: regulate the length of tilting section, make the section of going to the bottom be fixed on the relevant position in the vertical rod of scaffold；
Step 3: regulate the length of horizontal segment, make the gap between the length of horizontal segment and scaffold edge and concrete wall adapt.
Due to the fact that and take technique scheme, it has the advantages that
Scaffold edge support structure of the present invention and using method thereof, template is laid in the gap being capable of being easy between scaffold edge and concrete wall, have simultaneously simple in construction, lightweight, mount and dismount the advantages such as convenient, and efficiently solve mould bases efficiency of construction gap lowly, between scaffold edge and concrete wall in current domestic construction structure construction and the problems such as the loaded down with trivial details construction of filling support are set, under the premise ensureing construction safety, further increase mould bases efficiency of construction；It addition, by the adjustable length arranging horizontal segment and tilting section, it is possible to adapt to the gap between different scaffold edge and concrete walls.
Accompanying drawing explanation
Fig. 1 is the front view of scaffold edge support structure of the present invention；
Fig. 2 is the axle side schematic diagram of scaffold edge support structure of the present invention；
Fig. 3 is the structural representation of horizontal segment of the present invention；
Fig. 4 is the structural representation of tilting section of the present invention；
Fig. 5 is the structural representation of the section of going to the bottom of the present invention；
In figure: 1, horizontal segment；2, tilting section；3, the section of going to the bottom；4, the first connecting pin；5, the second connecting pin；11, level connection joint portion；12, fixed part；13, leading screw portion；14, moving part；15, the first otic placode；21, upper spindle；22, lower parts casing pipe；31, bottom connecting portion；32, intermediate casing；33, the second otic placode；100, the vertical rod of scaffold.
Detailed description of the invention
Below in conjunction with accompanying drawing, present disclosure is described further.
Usual scaffold is set up formed by some vertical rods 100 and some horizon bar (not shown), lays template for the ease of the gap between scaffold edge and concrete wall, and the present invention provides a kind of scaffold edge support structure.As depicted in figs. 1 and 2, described scaffold edge support structure is arranged in the vertical rod 100 of scaffold, including horizontal segment 1, tilting section 2, the section of going to the bottom 3, first connecting pin 4 and the second connecting pin 5, one end of horizontal segment 1 is fixed in the vertical rod 100 of scaffold, the upper end of the other end of horizontal segment 1 and tilting section 2 is by the first connecting pin 4 chain connection, one end of the lower end of tilting section 2 and the section of going to the bottom 3 is by the second connecting pin 5 chain connection, the other end of the section of going to the bottom 3 is fixed in the vertical rod 100 of scaffold, horizontal segment 1, tilting section 2, the vertical rod 100 of the section of going to the bottom 3 and scaffold forms the structure of triangle, horizontal segment 1 is overall horizontally disposed.Wherein, horizontal segment 1 uses as the girder of support shuttering, tilting section 2 is used for adjusting horizontal segment 1 makes it keep overall horizontally disposed, and the section of going to the bottom 3 is used as the lower support point of tilting section 2, it is achieved thereby that template is laid in the gap being easy between scaffold edge and concrete wall.Scaffold edge support structure of the present invention have simple in construction, lightweight, mount and dismount the advantages such as convenient；Simultaneously, efficiently solve mould bases efficiency of construction gap lowly, between scaffold edge and concrete wall in current domestic construction structure construction and the problems such as the loaded down with trivial details construction of filling support are set, under the premise ensureing construction safety, further increase mould bases efficiency of construction.
As shown in Figure 3, described horizontal segment 1 includes level connection joint portion 11, fixed part 12, leading screw portion 13, moving part 14 and the first otic placode 15, described horizontal segment 1 is fixed in the vertical rod 100 of scaffold by level connection joint portion 11, fixed part 12 and moving part 14 are threaded in the two ends in leading screw portion 13 respectively, first otic placode 15 is fixed on the lower section of moving part 14, and the first otic placode 15 is provided with through hole.In the present invention, fixed part 12 and level connection joint portion 11 weld together, first otic placode 15 can also be fixed by welding in the lower section of moving part 14, so owing to fixed part 12 and moving part 14 are threaded in the two ends in leading screw portion 13 respectively, rotary screw portion 13 can be passed through, so that moving part 14 moves, and then regulate the entire length of horizontal segment 1, it is possible to adapt to the gap between different scaffold edge and concrete walls.
As shown in Figure 4, it is threaded that described tilting section 2 includes upper spindle 21 and lower parts casing pipe 22, upper spindle 21 and lower parts casing pipe 22, and the upper end of upper spindle 21 realizes chain connection by the through hole arranged on the first connecting pin 4 and the first otic placode 15.So owing to upper spindle 21 and lower parts casing pipe 22 are threaded, it is possible to by rotating, thus regulating the length of tilting section 2, and then it is used for adjusting horizontal segment 1 and makes it keep overall horizontally disposed.
As shown in Figure 5, the described section of going to the bottom 3 includes bottom connecting portion 31, intermediate casing 32 and the second otic placode 33, the described section of going to the bottom 3 is fixed in the vertical rod 100 of scaffold by bottom connecting portion 31, second otic placode 33 is provided with through hole, described in the lower end of the section of going to the bottom 3 through hole and lower parts casing pipe 22 by arranging on the second connecting pin 5 and the second otic placode 33 realize chain connection.Wherein, bottom connecting portion 31, intermediate casing 32 and the second otic placode 33 are fixed together, for instance it can be made to be molded as one by welding.
Meanwhile, the present invention also provides for the using method of a kind of above-mentioned scaffold edge support structure, it is characterised in that: comprise the following steps,
Step 1: one end of horizontal segment 1 is fixed in the vertical rod 100 of scaffold, and overall horizontally disposed；
Here, described horizontal segment 1 is fixed in the vertical rod 100 of scaffold by level connection joint portion 11 so that it is overall horizontally disposed may be used for lays template.
Step 2: regulate the length of tilting section 2, make the relevant position that the section of going to the bottom 3 can be fixed in the vertical rod 100 of scaffold；
Here, it is possible to rotate upper spindle 21 and lower parts casing pipe 22, owing to upper spindle 21 and lower parts casing pipe 22 are threaded, thus regulating the length of tilting section 2.
Step 3: regulate the length of horizontal segment 1；
Here, it is possible to by rotary screw portion 13, so that moving part 14 moves, and then regulate the entire length of horizontal segment 1, it is possible to adapt to the gap between different scaffold edge and concrete walls.
Scaffold edge support structure of the present invention and using method thereof have been specifically described by above content; and in conjunction with the accompanying drawings; but the present invention is not by the limitation of specific embodiments described above content; so all any improvement, equivalent modifications and replacements etc. carried out according to technical key point, belong to the scope of protection of the invention.
Claims (3)
1. a scaffold edge support structure, it is arranged in the vertical rod of scaffold, it is characterized in that: include horizontal segment, tilting section, the section of going to the bottom, first connecting pin and the second connecting pin, one end of horizontal segment is fixed in the vertical rod of scaffold, the other end of horizontal segment and the upper end of tilting section are by the first connecting pin chain connection, the lower end of tilting section and the one end of the section of going to the bottom are by the second connecting pin chain connection, the other end of the section of going to the bottom is fixed in the vertical rod of scaffold, horizontal segment, tilting section, the vertical rod of the section of going to the bottom and scaffold forms the structure of triangle, horizontal segment entirety is horizontally disposed；
Described horizontal segment includes level connection joint portion, fixed part, leading screw portion, moving part and the first otic placode, described horizontal segment is fixed in the vertical rod of scaffold by level connection joint portion, fixed part and moving part are threaded in the two ends in leading screw portion respectively, first otic placode is fixed on the lower section of moving part, and the first otic placode is provided with through hole；
Described tilting section includes upper spindle and lower parts casing pipe, upper spindle and bottom casing threads and connects.
2. scaffold edge support structure according to claim 1, it is characterized in that: described in the section of going to the bottom include bottom connecting portion, intermediate casing and the second otic placode, the described section of going to the bottom is fixed in the vertical rod of scaffold by bottom connecting portion, and the second otic placode is provided with through hole.
3. the using method of the scaffold edge support structure as described in claim 1-2 any one, it is characterised in that: comprise the following steps,
Step 1: one end of horizontal segment is fixed in the vertical rod of scaffold, and overall horizontally disposed；
Step 2: regulate the length of tilting section, make the section of going to the bottom be fixed on the relevant position in the vertical rod of scaffold；
Step 3: regulate the length of horizontal segment, make the gap between the length of horizontal segment and scaffold edge and concrete wall adapt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410148878.XA CN104088453B (en) | 2014-04-15 | 2014-04-15 | A kind of scaffold edge support structure and using method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410148878.XA CN104088453B (en) | 2014-04-15 | 2014-04-15 | A kind of scaffold edge support structure and using method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104088453A CN104088453A (en) | 2014-10-08 |
| CN104088453B true CN104088453B (en) | 2016-07-06 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410148878.XA Expired - Fee Related CN104088453B (en) | 2014-04-15 | 2014-04-15 | A kind of scaffold edge support structure and using method thereof |
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| CN (1) | CN104088453B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106245897B (en) * | 2016-08-04 | 2017-10-31 | 滁州金诚金属制品有限公司 | Corrosion-resistant scaffold |
| CN112796512A (en) * | 2021-01-28 | 2021-05-14 | 哈尔滨达城绿色建筑股份有限公司 | Construction supporting system and construction method for assembled prestressed hollow slab floor |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3890118B2 (en) * | 1997-08-28 | 2007-03-07 | ジャパン スチールス インターナショナル株式会社 | Scaffolding plate support device for concrete placement |
| JP2000328777A (en) * | 1999-05-13 | 2000-11-28 | Otis Elevator Co | Elevator installing scaffold structure |
| JP4042105B2 (en) * | 2003-02-03 | 2008-02-06 | ニッコープランニング株式会社 | Scaffolding bracket |
| KR100642326B1 (en) * | 2005-12-30 | 2006-11-02 | 서보가설산업 주식회사 | A temporary apparatus for constructing girder by top-down style construction method |
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- 2014-04-15 CN CN201410148878.XA patent/CN104088453B/en not_active Expired - Fee Related
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| Publication number | Publication date |
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| CN104088453A (en) | 2014-10-08 |
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