CN108571119B - High-stress-resistance cement column special for rain shelter - Google Patents
High-stress-resistance cement column special for rain shelter Download PDFInfo
- Publication number
- CN108571119B CN108571119B CN201810375998.1A CN201810375998A CN108571119B CN 108571119 B CN108571119 B CN 108571119B CN 201810375998 A CN201810375998 A CN 201810375998A CN 108571119 B CN108571119 B CN 108571119B
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- steel
- cement column
- wire frame
- hole
- steel bar
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/34—Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
-
- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01G—HORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
- A01G17/00—Cultivation of hops, vines, fruit trees, or like trees
- A01G17/04—Supports for hops, vines, or trees
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Life Sciences & Earth Sciences (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Botany (AREA)
- Environmental Sciences (AREA)
- Joining Of Building Structures In Genera (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
The invention discloses a cement column special for a high-stress-resistance rain shelter facility, which comprises a first steel bar, a second steel bar, a third steel bar, a fourth steel bar, a first steel hole, a second steel hole, a first steel wire frame, a second steel wire frame, a first long-strip 8-shaped steel ring and a second long-strip 8-shaped steel ring; according to the cement column, by adding two pairs of special steel wire frames, the tensile strength of the top of the cement column is greatly enhanced, so that the top of the column is prevented from being broken and burst; meanwhile, the investment cost of the cement column is not greatly increased, the manufacturing difficulty is also low, and the construction is easier, so that the cement column is a good method with less investment, quick response and easy popularization and application.
Description
Technical Field
The invention belongs to the technical field of facility agriculture cultivation, and particularly relates to a cement column special for a high-stress-resistance rain shelter.
The support is used for supporting the facility cultivation rain shelter and fixing the growth surface of the fruit branches.
Background
The pillar is the most used pillar in facility agriculture, and is one of the key components. The post mainly considers three important matters: the tensile strength, the service life and the use cost are all the first, second and third. The prop materials used in the current rain-shelter cultivation are bamboo, wood, steel pipes, section steel or cement columns and the like. The tensile strength is the strongest of the steel pipe and the section steel, the cement is inferior, and the bamboo and the wood are last; the service life is up to 20 years, the steel pipe and the section steel are 10-15 years, and the bamboo and the wood are 3-4 years; the use cost is that bamboo and wood are minimum, cement post is inferior, steel pipe and shaped steel are highest. The best cost performance of the tensile strength, the service life and the use cost is the cement column. The steel section and the cement column are used abroad, and the bamboo, wood, steel pipe and cement column are used domestically, and the steel section and the cement column are mainly used at present. The steel pipes are mainly used in standard greenhouses and multi-span greenhouses, and the cement columns are mainly used in simple greenhouses. The popularization area is the biggest among the facility agriculture at present also is simple and easy big-arch shelter.
Cement columns used at home and abroad have two general structures: one is 4 steel wires without steel holes, and the other is that the 4 steel wires are fixed by adding the steel holes. Both internal steel structures have insufficient tensile strength at the top 1 m part, and top fracture and burst often occur. In particular, a roof fixing line of the rain shelter is additionally arranged at the top, a fixing line hole for fixing the roof line is formed in the 15CM downwards at the top and is used for threading the fixed roof line, and the roof line is easy to fall off due to the fact that the top of a support column is broken by force frequently.
Disclosure of Invention
Aiming at the defects of the prior art, the invention provides the special cement column for the high-stress-resistance rain shelter, and the cement column can improve the tensile strength of the top of the cement column by adding two pairs of special steel wire frames, thereby avoiding top fracture and burst.
The technical scheme for realizing the aim of the invention is as follows:
a cement column special for a high stress-resistant rain shelter comprises a first steel bar, a second steel bar, a third steel bar, a fourth steel bar, a top steel hole, a middle upper steel hole, a middle lower steel hole, a bottom steel hole, a first steel wire frame, a second steel wire frame, a first long 8-shaped steel ring and a second long 8-shaped steel ring;
the inside of the cement column is vertically arranged in a square by a first steel bar, a second steel bar, a third steel bar and a fourth steel bar to form a rigid framework of the cement column;
the top steel hole, the middle upper steel hole, the middle lower steel hole and the bottom steel hole are respectively assembled on the first steel bar, the second steel bar, the third steel bar and the fourth steel bar, the cement column is equally divided, and more than 2 steel holes are formed in the cement column;
the top end of the cement column is symmetrically provided with a first steel wire frame and a second steel wire frame;
one ends of the first steel wire frame and the second steel wire frame are arc-shaped, one ends of the arc-shaped ends are close to the top end of the cement column, the bottom ends of the first steel wire frame and the second steel wire frame are inwards bent, the bending length is 4-5cm, and the diameter of the elbow is 2-3cm;
the first strip 8-shaped steel ring is assembled on the first steel wire frame, and the second strip 8-shaped steel ring is assembled on the second steel wire frame;
the first steel ring and the second steel ring are long-strip 8-shaped.
Advantageous effects
The invention provides a cement column special for a high stress-resistant rain shelter, which can improve the tensile strength of the top of the cement column by adding two pairs of special steel wire frames, thereby avoiding top fracture and burst;
1. two groups of steel wire frames are added at the top end of the cement column, so that the flood-fighting tensile strength is remarkably improved;
2. the method is a good method with little investment, quick response and easy popularization and application;
3. only two groups of steel wire frames are added at the top end of the cement column, so that the tensile strength of the cement column is greatly enhanced;
4. the investment cost is not greatly increased, the manufacturing difficulty is not great, and the construction is easier.
Drawings
FIG. 1 is a schematic diagram of the structure of the present invention;
fig. 2 is a top view of the present invention.
Detailed Description
The invention will be further elucidated with reference to the drawings and examples, without however being limited thereto.
Examples
As shown in fig. 1 and 2:
the cement column 1 special for the high-stress-resistance rain shelter comprises a first steel bar 2, a second steel bar 3, a third steel bar 4, a fourth steel bar 5, a top steel hole 6, a middle-upper steel hole 7, a middle steel hole 8, a middle-lower steel hole 9, a bottom steel hole 10, a first steel wire frame 11, a second steel wire frame 12, a first long 8-shaped steel ring 13 and a second long 8-shaped steel ring 14;
the interior of the cement column is vertically arranged in a square by a first steel bar 2, a second steel bar 3, a third steel bar 4 and a fourth steel bar 5 to form a rigid framework of the cement column;
the top steel hole 6, the middle upper steel hole 7, the middle steel hole 8, the middle lower steel hole 9 and the bottom steel hole 10 are respectively assembled on the first steel bar 2, the second steel bar 3, the third steel bar 4 and the fourth steel bar 5, the cement columns are equally divided, and more than 2 steel holes can be formed in the cement columns;
the top end of the cement column 1 is symmetrically provided with a first steel wire frame 11 and a second steel wire frame 12;
one ends of the first steel wire frame 11 and the second steel wire frame 12 are arc-shaped, one ends of the arc-shaped ends are close to the top end of the cement column 1, the bottom ends of the first steel wire frame 11 and the second steel wire frame 12 are bent inwards, the bending length is 4-5cm, and the elbow diameter is 2-3cm;
the first strip 8-shaped steel ring 13 is assembled on the first steel wire frame 11, and the second strip 8-shaped steel ring 14 is assembled on the second steel wire frame 12;
the first steel ring 13 and the second steel ring 14 are long-strip 8-shaped.
The steel wire frames are arranged in the four steel bars and the steel holes and are uniformly distributed on the left side and the right side of the round hole of the top reinforcing wire, and the strip parts of the steel wire frames mainly serve to strengthen the tensile capacity of the top and prevent the upper part of the top from being broken and burst; the strip 8-shaped inner ring steel wire inside the steel wire frame strengthens the strength of the concrete around the round hole and prevents the burst caused by the stress action at the top of the support.
Claims (1)
1. The cement column is characterized by comprising a first steel bar, a second steel bar, a third steel bar, a fourth steel bar, a top steel hole, a middle upper steel hole, a middle lower steel hole, a bottom steel hole, a first steel wire frame, a second steel wire frame, a first long 8-shaped steel ring and a second long 8-shaped steel ring;
the inside of the cement column is vertically arranged in a square by a first steel bar, a second steel bar, a third steel bar and a fourth steel bar to form a rigid framework of the cement column;
the top steel hole, the middle upper steel hole, the middle lower steel hole and the bottom steel hole are respectively assembled on the first steel bar, the second steel bar, the third steel bar and the fourth steel bar;
the top end of the cement column is symmetrically provided with a first steel wire frame and a second steel wire frame;
one ends of the first steel wire frame and the second steel wire frame are arc-shaped, one ends of the arc-shaped ends are close to the top end of the cement column, the bottom ends of the first steel wire frame and the second steel wire frame are inwards bent, the bending length is 4-5cm, and the diameter of the elbow is 2-3cm;
the first strip 8-shaped steel ring is assembled on the first steel wire frame, and the second strip 8-shaped steel ring is assembled on the second steel wire frame.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2017111411735 | 2017-11-17 | ||
CN201711141173 | 2017-11-17 |
Publications (2)
Publication Number | Publication Date |
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CN108571119A CN108571119A (en) | 2018-09-25 |
CN108571119B true CN108571119B (en) | 2023-10-20 |
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CN201810375998.1A Active CN108571119B (en) | 2017-11-17 | 2018-04-25 | High-stress-resistance cement column special for rain shelter |
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Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH08284311A (en) * | 1995-04-19 | 1996-10-29 | Fujita Corp | Precast concrete column member in composite structure, and construction of building using it |
CN1575366A (en) * | 2001-09-19 | 2005-02-02 | 亚历克西·A·古利科夫 | Spiral ties for reinforced columns |
CN200992776Y (en) * | 2006-12-13 | 2007-12-19 | 李应东 | Continuous stirrup |
CN102619164A (en) * | 2012-04-17 | 2012-08-01 | 上海市城市建设设计研究总院 | Quake-proof reinforcing bar structure of pier column |
CN206052960U (en) * | 2016-08-12 | 2017-03-29 | 吴晓雄 | A kind of reinforcing bar xoncrete structure |
CN206110488U (en) * | 2016-10-11 | 2017-04-19 | 江西建工第一建筑有限责任公司 | Reinforced concrete column muscle structure |
CN206474615U (en) * | 2017-02-21 | 2017-09-08 | 陕西省建筑构件公司 | A kind of circular frame trestle steel reinforcement cage system of processing |
-
2018
- 2018-04-25 CN CN201810375998.1A patent/CN108571119B/en active Active
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH08284311A (en) * | 1995-04-19 | 1996-10-29 | Fujita Corp | Precast concrete column member in composite structure, and construction of building using it |
CN1575366A (en) * | 2001-09-19 | 2005-02-02 | 亚历克西·A·古利科夫 | Spiral ties for reinforced columns |
CN200992776Y (en) * | 2006-12-13 | 2007-12-19 | 李应东 | Continuous stirrup |
CN102619164A (en) * | 2012-04-17 | 2012-08-01 | 上海市城市建设设计研究总院 | Quake-proof reinforcing bar structure of pier column |
CN206052960U (en) * | 2016-08-12 | 2017-03-29 | 吴晓雄 | A kind of reinforcing bar xoncrete structure |
CN206110488U (en) * | 2016-10-11 | 2017-04-19 | 江西建工第一建筑有限责任公司 | Reinforced concrete column muscle structure |
CN206474615U (en) * | 2017-02-21 | 2017-09-08 | 陕西省建筑构件公司 | A kind of circular frame trestle steel reinforcement cage system of processing |
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CN108571119A (en) | 2018-09-25 |
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