CN109812004A - A kind of detachable hanging basket and construction method for high-altitude steel reinforced concrete corridor construction - Google Patents
A kind of detachable hanging basket and construction method for high-altitude steel reinforced concrete corridor construction Download PDFInfo
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- CN109812004A CN109812004A CN201910063529.0A CN201910063529A CN109812004A CN 109812004 A CN109812004 A CN 109812004A CN 201910063529 A CN201910063529 A CN 201910063529A CN 109812004 A CN109812004 A CN 109812004A
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- steel
- sunpender
- cushion block
- reinforced concrete
- hanging basket
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Abstract
The invention discloses a kind of detachable hanging baskets and construction method for high-altitude steel reinforced concrete corridor construction, it is related to technical field of building construction, it is fixedly connected respectively with steel main beam and fashioned iron secondary beam by high-strength bolt including beams of concrete, the concrete girder is equipped with the second I-steel, and the left and right both ends of the second I-steel are respectively equipped with perforative first sunpender and the second sunpender;Dense mesh screen is equipped on the outside of first sunpender, inside is equipped with safety net.The present invention is construction is simple, safe and reliable using a kind of reversely hung Yong and by the operation platform of steel main beam and fashioned iron time beam stress;On the one hand it can be easily installed and remove using separable special-shaped cushion block, on the other hand solve the problems, such as that special-shaped cushion block falls off from the first sunpender and the second sunpender;Second I-steel of the invention can be therefore with good economic efficiency with recycling and reusing.
Description
Technical field
The present invention relates to technical field of building construction, more particularly, to a kind of for high-altitude steel reinforced concrete corridor construction
Detachable hanging basket and construction method.
Background technique
At present when high-altitude long-span steel reinforced concrete structure corridor construction, set up the template of steel reinforced concrete girder, be from
Full hall scaffold is set up as construction operation platform in ground, not only costly, long in time limit, and safety risks are also more.Cause
This, solves the problems, such as how on high-altitude long-span steel reinforced concrete girder to set up template, just seems extremely urgent.
Summary of the invention
It is an object of the present invention to overcome the above-mentioned drawbacks of the prior art and provide one kind to be used for high-altitude fashioned iron
The detachable hanging basket and construction method of concrete corridor construction, on its effective solution high-altitude long-span steel reinforced concrete girder
The problem of template high cost, long construction period, safety is set up, while reducing the investment of construction material and equipment.
To achieve the goals above, the technical scheme adopted by the invention is as follows: it is provided a kind of to be used for high-altitude fashioned iron coagulation
The detachable hanging basket of native corridor construction, including beams of concrete are solid by high-strength bolt with steel main beam and fashioned iron secondary beam respectively
Fixed connection, the concrete girder are equipped with the second I-steel, and the left and right both ends of the second I-steel are respectively equipped with perforative the
One sunpender and the second sunpender;First sunpender and the second sunpender are successively arranged nut and abnormity close to the second I-steel one end and pad
Block, and nut, special-shaped cushion block, channel steel, template are successively arranged far from the second I-steel one end;It is equipped on the outside of first sunpender close
Mesh net, inside are equipped with safety net;Steel pipe is equipped between the channel steel and thick template;First sunpender and the second sunpender are located at
Reinforcing bar is partially equipped between second I-steel and template;The fashioned iron secondary beam is equipped with short steel pipes, runs through in the short steel pipes
There are the first sunpender, the second sunpender.
Preferably, the special-shaped cushion block includes being symmetrical arranged the first cushion block, the second cushion block, first cushion block and the second pad
The middle position of block opens up semi-circular hole, and one end of the first cushion block and the second cushion block opens up rectangular channel, first cushion block with
Second cushion block is adapted.
Preferably, the thickness of first cushion block and second cushion block is 10~20mm.
Preferably, the template with a thickness of 13~25mm.
Preferably, the nominal diameter of steel pipe is DN50 or DN65.
Preferably, the quantity of first sunpender and second sunpender is 6~10.
The invention also discloses a kind of construction method of detachable hanging basket for high-altitude steel reinforced concrete corridor construction,
The following steps are included:
A, firstly, in beams of concrete pre-buried short steel pipes, and the second I-steel and fashioned iron secondary beam is respectively welded in upper and lower ends,
Second I-steel and the fashioned iron secondary beam and short steel pipes contact position open up through-hole respectively;
B, then, the first sunpender and the second sunpender are placed individually into short steel pipes, distinguished close to the second I-steel one end
Special-shaped cushion block is installed, and is tightened using nut;First sunpender and the second sunpender other end successively install channel steel, steel pipe, template, and
It is fixedly connected using special-shaped cushion block with nut;
C, first sunpender and the second sunpender are passed through reinforcing bar respectively again to be fixedly connected with concrete walls;
D, finally, installing Dense mesh screen on the outside of first sunpender, safety net is installed in inside.
Compared with prior art, the present invention can obtain following technical effect: the present invention is using a kind of reversely hung Yong and by type
The operation platform of steel girder and fashioned iron time beam stress, it is construction is simple, safe and reliable;Use separable special-shaped cushion block one side energy
It is easily installed and removes, on the other hand solve the problems, such as that special-shaped cushion block falls off from the first sunpender and the second sunpender;The present invention
The second I-steel can be therefore with good economic efficiency with recycling and reusing.
Detailed description of the invention
Present invention will be further explained below with reference to the attached drawings and examples, in attached drawing:
Fig. 1 is overall structure diagram of the invention;
Fig. 2 is A of the invention to partial enlarged view;
Fig. 3 is special-shaped cushion block structure schematic diagram of the invention.
Wherein, the 1, first I-steel, the 2, second I-steel, 3, channel steel, the 4, first sunpender, the 41, second sunpender, 5, reinforcing bar,
6, steel pipe, 7, template, 8, short steel pipes, 9, nut, 10, Dense mesh screen, 11, safety net, 12, fashioned iron secondary beam, 13, steel main beam, 14,
High-strength bolt, 15, special-shaped cushion block, the 151, first cushion block, the 152, second cushion block.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
Embodiment one
As shown in Figure 1-3, a kind of detachable hanging basket for high-altitude steel reinforced concrete corridor construction, including beams of concrete
It is fixedly connected respectively with steel main beam 13 and fashioned iron secondary beam 12 by high-strength bolt 14, the concrete girder 13 is equipped with the
Two I-steel 2, the left and right both ends of second I-steel 2 are respectively equipped with perforative first sunpender 4 and the second sunpender 41;Described
One sunpender 4 and the second sunpender 41 are successively arranged nut 9 and special-shaped cushion block 15 close to 2 one end of the second I-steel, and far from the second work
2 one end of word steel is successively arranged nut 9, special-shaped cushion block 15, channel steel 3, template 4;Dense mesh screen 10 is equipped on the outside of first sunpender 4,
Inside is equipped with safety net 11;Steel pipe 6 is equipped between the channel steel 3 and template 7;The position of first sunpender 4 and the second sunpender 41
Reinforcing bar 5 is partially equipped between the second I-steel 2 and template 7;The fashioned iron secondary beam 12 is equipped with short steel pipes 8, the short steel
Running through in pipe 8 has the first sunpender 4, the second sunpender 41.
Wherein: the abnormity cushion block 15 includes being symmetrical arranged the first cushion block 151, the second cushion block 152, first cushion block
151 and second the middle position of cushion block 152 open up semi-circular hole, and one end of the first cushion block 151 and the second cushion block 152 opens up square
Shape slot, first cushion block 151 are adapted with the second cushion block 152;The thickness of first cushion block 151 and second cushion block 152
Degree is 10mm;The template 7 with a thickness of 13mm;6 nominal diameter of steel pipe is DN50;First sunpender 4 and described
The quantity of second sunpender 41 is 6.
Embodiment two
As shown in Figure 1-3, a kind of construction method of the detachable hanging basket for high-altitude steel reinforced concrete corridor construction, packet
Include following steps:
A, firstly, in beams of concrete pre-buried short steel pipes 8, and the second I-steel 2 and fashioned iron time is respectively welded in upper and lower ends
Beam 12, second I-steel 2 and the fashioned iron secondary beam 12 and 8 contact position of short steel pipes open up through-hole respectively;
B, then, the first sunpender 4 and the second sunpender 41 are placed individually into short steel pipes 8, close to 2 one end of the second I-steel
Special-shaped cushion block 15 is installed respectively, and is tightened using nut 9;First sunpender 4 and 41 other end of the second sunpender successively install channel steel 3,
Steel pipe 6, template 7, and be fixedly connected using special-shaped cushion block 15 with nut 9;
C, first sunpender 4 and the second sunpender 41 are fixedly connected by reinforcing bar 5 with concrete walls respectively again;
D, finally, installing Dense mesh screen 10 on the outside of first sunpender 4, safety net 11 is installed in inside.
Obviously present invention specific implementation is not subject to the restrictions described above, as long as using method concept and skill of the invention
The improvement for the various unsubstantialities that art scheme carries out, or not improved the conception and technical scheme of the invention are directly applied to it
Its occasion, it is within the scope of the present invention.
Claims (7)
1. a kind of detachable hanging basket for high-altitude steel reinforced concrete corridor construction, including beams of concrete respectively with steel main beam
It is fixedly connected with fashioned iron secondary beam by high-strength bolt, the concrete girder is equipped with the second I-steel, it is characterised in that: institute
It states the left and right both ends of the second I-steel and is respectively equipped with perforative first sunpender and the second sunpender;First sunpender and the second sunpender
Nut and special-shaped cushion block are successively arranged close to the second I-steel one end, and are successively arranged nut, different far from the second I-steel one end
Shape cushion block, channel steel, template;Dense mesh screen is equipped on the outside of first sunpender, inside is equipped with safety net;The channel steel and thick template it
Between be equipped with steel pipe;First sunpender and the second sunpender are partially equipped with reinforcing bar between the second I-steel and template;Institute
It states fashioned iron secondary beam and is equipped with short steel pipes, running through in the short steel pipes has the first sunpender, the second sunpender.
2. a kind of detachable hanging basket for high-altitude steel reinforced concrete corridor construction according to claim 1, feature
Be: the abnormity cushion block includes being symmetrical arranged the first cushion block, the second cushion block, the interposition of first cushion block and the second cushion block
It sets and opens up semi-circular hole, and one end of the first cushion block and the second cushion block opens up rectangular channel, first cushion block and the second cushion block phase
Adaptation.
3. a kind of detachable hanging basket for high-altitude steel reinforced concrete corridor construction according to claim 2, feature
Be: the thickness of first cushion block and second cushion block is 10~20mm.
4. a kind of detachable hanging basket for high-altitude steel reinforced concrete corridor construction according to claim 1, feature
Be: the template with a thickness of 13~25mm.
5. a kind of detachable hanging basket for high-altitude steel reinforced concrete corridor construction according to claim 1, feature
Be: the nominal diameter of steel pipe is DN50 or DN65.
6. a kind of detachable hanging basket for high-altitude steel reinforced concrete corridor construction according to claim 1, feature
Be: the quantity of first sunpender and second sunpender is 6~10.
7. such as a kind of detachable hanging basket for high-altitude steel reinforced concrete corridor construction as claimed in any one of claims 1 to 6
Construction method, which comprises the following steps:
A, firstly, in beams of concrete pre-buried short steel pipes, and the second I-steel and fashioned iron secondary beam is respectively welded in upper and lower ends, described
Second I-steel and the fashioned iron secondary beam and short steel pipes contact position open up through-hole respectively;
B, then, the first sunpender and the second sunpender are placed individually into short steel pipes, installed respectively close to the second I-steel one end
Special-shaped cushion block, and tightened using nut;First sunpender and the second sunpender other end successively install channel steel, steel pipe, template, and use
Special-shaped cushion block is fixedly connected with nut;
C, first sunpender and the second sunpender are passed through reinforcing bar respectively again to be fixedly connected with concrete walls;
D, finally, installing Dense mesh screen on the outside of first sunpender, safety net is installed in inside.
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CN201910063529.0A CN109812004A (en) | 2019-01-23 | 2019-01-23 | A kind of detachable hanging basket and construction method for high-altitude steel reinforced concrete corridor construction |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110185262A (en) * | 2019-06-14 | 2019-08-30 | 中国十七冶集团有限公司 | A kind of hanging platform peace dismantling device and application method |
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NL1011375C2 (en) * | 1999-02-23 | 2000-08-24 | Sgb North Europ B V | Maintenance staging frame for inside chimney stacks, has external guide wheels which prevent contact between staging frame and brickwork, during use. |
CN1908335A (en) * | 2005-08-02 | 2007-02-07 | 浙江耀江建设集团股份有限公司 | Suspension holder construction method |
EP1914359A1 (en) * | 2006-10-16 | 2008-04-23 | Ibmo International Ag | Ceiling construction |
CN101775896A (en) * | 2010-02-11 | 2010-07-14 | 浙江大学 | Method for installing pipeline scaffold of steel roof equipment and rigid suspended scaffold |
CN109025295A (en) * | 2018-08-03 | 2018-12-18 | 中国十七冶集团有限公司 | A kind of high-altitude long-span steel reinforced concrete corridor construction method |
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2019
- 2019-01-23 CN CN201910063529.0A patent/CN109812004A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
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NL1011375C2 (en) * | 1999-02-23 | 2000-08-24 | Sgb North Europ B V | Maintenance staging frame for inside chimney stacks, has external guide wheels which prevent contact between staging frame and brickwork, during use. |
CN1908335A (en) * | 2005-08-02 | 2007-02-07 | 浙江耀江建设集团股份有限公司 | Suspension holder construction method |
EP1914359A1 (en) * | 2006-10-16 | 2008-04-23 | Ibmo International Ag | Ceiling construction |
CN101775896A (en) * | 2010-02-11 | 2010-07-14 | 浙江大学 | Method for installing pipeline scaffold of steel roof equipment and rigid suspended scaffold |
CN109025295A (en) * | 2018-08-03 | 2018-12-18 | 中国十七冶集团有限公司 | A kind of high-altitude long-span steel reinforced concrete corridor construction method |
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CN110185262A (en) * | 2019-06-14 | 2019-08-30 | 中国十七冶集团有限公司 | A kind of hanging platform peace dismantling device and application method |
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Application publication date: 20190528 |