CN102561694B - Construction method for support mould with large-curvature spherical concrete structure - Google Patents
Construction method for support mould with large-curvature spherical concrete structure Download PDFInfo
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- CN102561694B CN102561694B CN201110450566.0A CN201110450566A CN102561694B CN 102561694 B CN102561694 B CN 102561694B CN 201110450566 A CN201110450566 A CN 201110450566A CN 102561694 B CN102561694 B CN 102561694B
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Abstract
The invention relates to a construction method, in particular to a construction method for a support mould of a large-curvature spherical concrete structure. The technical problem of the construction of an object with a large-curvature spherical concrete structure is solved. The method comprises the following steps: firstly manufacturing an internally spherical reinforcement cage, then installing a plurality of inner templates on the surface of the internally spherical reinforcement cage and arranging square support woods and support steel pipes under the internally spherical reinforcement cage; and then manufacturing an externally spherical reinforcement cage, splicing external mould units along the circumference from the lower side to form an annule template, and then, depositing concrete till end. The method provided by the invention can effectively solve the construction problem of a spherical shell body building with the diameter less than 5m. With the adoption of the method provided by the invention, the usage amount of moulding materials is reduced, the structure is simple, the efficiency is high, the cost is saved, and the construction quality can be ensured.
Description
Technical field
The present invention relates to a kind of job practices, be specially a kind of deep camber spherical concrete structure formwork construction method.
Background technology
Architectural design moulding is now more and more new and original, the moulding that half bulb diameter occurring in engineering is less than the minor diameter spherical structure of five meters also gets more and more, the spherical shell that this hemispherical building fluid concrete normally will produce corresponding steel work is as mould, and then fluid concrete.This job practices is more clumsy, and needs custom mold, the expense of taking a lot of work material, and efficiency is low.
Summary of the invention
The present invention, in order to solve the technical problem of the construction of deep camber spherical concrete structure object, provides a kind of deep camber spherical concrete structure formwork construction method.
The present invention is realized by following technical scheme, a kind of deep camber spherical concrete structure formwork construction method, first utilize warp-wise reinforcing bar and broadwise reinforcing bar to intersect and fix spherical reinforcing cage in making, two adjacent broadwise reinforcing bar distances are 500-800mm, then adopt five-ply board or bamboo plywood, be cut into wide 200mm, the inner formword unit of long 2000-3000mm, then by some inner formword cellular installations in interior spherical surface of reinforcing cage, inner formword unit and broadwise reinforcing bar diagonal cross, and connect by steel wire; Below interior spherical reinforcing cage, supporting square timber and supporting steel pipe are set; And then utilize warp-wise reinforcing bar and broadwise reinforcing bar to intersect and fix making outer spherical reinforcing cage, two adjacent broadwise reinforcing bar distances are 500-800mm, then adopt five-ply board or bamboo plywood, be cut into wide 200mm, the exterior sheathing unit of long 2000-3000mm, then from downside, ring is splicing exterior sheathing unit circumferentially, is spliced to form endless belt template, then a fluid concrete, until whole casting completes are provided with connecting screw rod between inner formword and exterior sheathing.After concrete setting, form removal, can form spherical concrete structure.
Compare with there being technology, the method for the invention can effectively solve the problem of construction that diameter is less than the spherical shell building of five meters, and the method for the invention molding materials are few, simple in structure, and efficiency is high, has saved cost, and construction quality can be guaranteed.
Accompanying drawing explanation
Fig. 1 is the structural representation of interior rebar cylinder mould of the present invention
Fig. 2 is inner formword unit installing structure schematic diagram
Fig. 3 is the structural representation after template installation
In figure: spherical reinforcing cage, 8-outer spherical reinforcing cage, 9-concrete, 10-supporting steel pipe, 11-supporting square timber in 1-broadwise reinforcing bar, 2-warp-wise reinforcing bar, 3-inner formword unit, 4-exterior sheathing unit, 5-cushion block, 6-connecting screw rod, 7-.
The specific embodiment
Anticipate as shown in Figure 1, 2, 3, a kind of deep camber spherical concrete structure formwork construction method, first utilize warp-wise reinforcing bar 2 and broadwise reinforcing bar 1 to intersect and fix spherical reinforcing cage 7 in making, two adjacent broadwise reinforcing bar 2 distances are 500-800mm, then adopt the thick bamboo plywood of five-ply board or 8mm, be cut into wide 200mm, the inner formword unit 3 of long 2000-3000mm, then some inner formwords unit 3 is arranged on to interior spherical reinforcing bar 7 cage surfaces, inner formword unit 3 and broadwise reinforcing bar diagonal cross, and connect by steel wire; Below interior spherical reinforcing cage 7, supporting square timber 11 and supporting steel pipe 10 are set, form support system to increase the bearing capacity of template; And then utilize warp-wise reinforcing bar and broadwise reinforcing bar to intersect and fix making outer spherical reinforcing cage 8, two adjacent broadwise reinforcing bar distances are 500-800mm, then adopt five-ply board or bamboo plywood, be cut into wide 200mm, the exterior sheathing unit 4 of long 2000-3000mm, then from downside, ring is splicing exterior sheathing unit circumferentially, be spliced to form an endless belt template, fluid concrete then, takes mode from bottom to top around building, can divide and install for three to four times, and placement layer by layer, until concreting completes, between inner formword and exterior sheathing, be provided with connecting screw rod 6.After concrete setting, form removal, can form spherical concrete structure.
Claims (1)
1. a deep camber spherical concrete structure formwork construction method, it is characterized in that first utilizing warp-wise reinforcing bar and broadwise reinforcing bar to intersect and fix spherical reinforcing cage in making, two adjacent broadwise reinforcing bar distances are 500-800mm, then adopt five-ply board or bamboo plywood, be cut into wide 200mm, the inner formword unit of long 2000-3000mm, then by some inner formword cellular installations in interior spherical surface of reinforcing cage, inner formword unit and broadwise reinforcing bar diagonal cross, and connect by steel wire; Below interior spherical reinforcing cage, supporting square timber and supporting steel pipe are set; And then utilize warp-wise reinforcing bar and broadwise reinforcing bar to intersect and fix making outer spherical reinforcing cage, two adjacent broadwise reinforcing bar distances are 500-800mm, then adopt five-ply board or bamboo plywood, be cut into wide 200mm, the exterior sheathing unit of long 2000-3000mm, then from downside, ring is splicing exterior sheathing unit circumferentially, be spliced to form an endless belt template, fluid concrete then, until whole casting completes, between inner formword and exterior sheathing, be provided with connecting screw rod, after concrete setting, form removal, can form spherical concrete structure.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201110450566.0A CN102561694B (en) | 2011-12-29 | 2011-12-29 | Construction method for support mould with large-curvature spherical concrete structure |
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| CN201110450566.0A CN102561694B (en) | 2011-12-29 | 2011-12-29 | Construction method for support mould with large-curvature spherical concrete structure |
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| CN102561694A CN102561694A (en) | 2012-07-11 |
| CN102561694B true CN102561694B (en) | 2014-01-15 |
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Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102943565B (en) * | 2012-11-30 | 2014-12-31 | 中国建筑第八工程局有限公司 | Construction method of large-sized arc-shaped wall |
| CN105507645B (en) * | 2015-11-18 | 2020-01-14 | 张振明 | Method for manufacturing reinforced concrete large thin shell spherical product by using hemispherical steel die |
| CN105507422B (en) * | 2016-01-14 | 2018-12-07 | 深圳市中德膜结构有限公司 | Pneumatic membrane building insulation construction and its manufacture craft |
| CN114718187A (en) * | 2022-02-28 | 2022-07-08 | 中国中原对外工程有限公司 | Dome and construction method |
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| CN2293612Y (en) * | 1997-01-18 | 1998-10-07 | 包永林 | Reducing curved shuttering |
| CN2869202Y (en) * | 2006-01-04 | 2007-02-14 | 中国建筑第八工程局第二建筑公司 | External-hooping internal-arching sliding form device |
| CN201232257Y (en) * | 2008-06-23 | 2009-05-06 | 华丰建设股份有限公司 | Special operation platform for cast-place construction of concrete floor type arch |
| CN201459915U (en) * | 2009-03-20 | 2010-05-12 | 清华大学 | Corrugated arch plate and reinforced concrete combined cylindrical arch casing |
| CN201554123U (en) * | 2009-10-21 | 2010-08-18 | 廖政宗 | Vaulted reinforced concrete structure |
| CN201627360U (en) * | 2010-04-15 | 2010-11-10 | 中国葛洲坝集团股份有限公司 | Turnover formwork construction device |
| CN102041918A (en) * | 2009-10-22 | 2011-05-04 | 中冶天工建设有限公司 | Construction method of hyperboloidal concrete structure of coal tower storage bunker incline wall |
| CN201896443U (en) * | 2010-03-18 | 2011-07-13 | 彭宝安 | Curvature adjustable curved-surface template |
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2011
- 2011-12-29 CN CN201110450566.0A patent/CN102561694B/en active Active
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| CN2293612Y (en) * | 1997-01-18 | 1998-10-07 | 包永林 | Reducing curved shuttering |
| CN2869202Y (en) * | 2006-01-04 | 2007-02-14 | 中国建筑第八工程局第二建筑公司 | External-hooping internal-arching sliding form device |
| CN201232257Y (en) * | 2008-06-23 | 2009-05-06 | 华丰建设股份有限公司 | Special operation platform for cast-place construction of concrete floor type arch |
| CN201459915U (en) * | 2009-03-20 | 2010-05-12 | 清华大学 | Corrugated arch plate and reinforced concrete combined cylindrical arch casing |
| CN201554123U (en) * | 2009-10-21 | 2010-08-18 | 廖政宗 | Vaulted reinforced concrete structure |
| CN102041918A (en) * | 2009-10-22 | 2011-05-04 | 中冶天工建设有限公司 | Construction method of hyperboloidal concrete structure of coal tower storage bunker incline wall |
| CN201896443U (en) * | 2010-03-18 | 2011-07-13 | 彭宝安 | Curvature adjustable curved-surface template |
| CN201627360U (en) * | 2010-04-15 | 2010-11-10 | 中国葛洲坝集团股份有限公司 | Turnover formwork construction device |
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| 王慧全.球壳结构清水混凝土施工技术.《山西建筑》.2009,第35卷(第07期),150-151. |
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| CN102561694A (en) | 2012-07-11 |
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