CN203334680U - Upper reversed beam lifting mold for concrete pouring - Google Patents
Upper reversed beam lifting mold for concrete pouring Download PDFInfo
- Publication number
- CN203334680U CN203334680U CN2013203532275U CN201320353227U CN203334680U CN 203334680 U CN203334680 U CN 203334680U CN 2013203532275 U CN2013203532275 U CN 2013203532275U CN 201320353227 U CN201320353227 U CN 201320353227U CN 203334680 U CN203334680 U CN 203334680U
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- CN
- China
- Prior art keywords
- steel pipe
- pipe matrix
- concreting
- reversed beam
- concrete pouring
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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Abstract
The utility model discloses an upper reversed beam lifting mold for concrete pouring. The upper reversed beam lifting mold for concrete pouring structurally comprises a steel pipe base body (503), a batten (22), a formwork (23) and a fixing part. The steel pipe base body (503) is arranged in the vertical direction along the axis, and the formwork (23) is arranged outside the steel pipe base body (503). The batten (22) is arranged between the formwork (23) and the steel pipe base body (503), and an upper reversed beam (504) is arranged in an inner cavity of the steel pipe base body (503). The fixing part is used for fixedly connecting the upper reversed beam (504) and the steel pipe base body (503) into a whole. The upper reversed beam lifting mold for concrete pouring is suitable for lifting the upper reversed beam for concrete pouring, simple in structure and convenient to use. The upper reversed beam lifting mold for concrete pouring is a representative supporting product in building industrialization and will certainly have good technical effects in engineering practice of building industrialization.
Description
Technical field
The utility model relates to concreting to be used and returns structure design and the applied technical field that beam hangs mould, provides especially a kind of concreting to use to return beam to hang mould.
Background technology
In industrialization of construction industry when construction, need to be carried out concreting and used and return beam lifting operation, and associative operation complexity in prior art, without the die hoisting of standard; People expect to obtain the better concreting of a kind of technique effect and use and return beam and hang mould.
The utility model content
The purpose of this utility model is to provide the better concreting of a kind of technique effect and uses and return beam and hang mould.
A kind of concreting of the utility model is used and is returned beam and hang mould, is arranged in concrete substrate 1 top, and is provided with reinforced steel in concrete substrate 1, the transverse reinforcement 4 that reinforced steel specifically is integrated by being mutually permanently connected and vertically reinforcing bar 5 form; Wherein: transverse reinforcement 4 stretches in the concrete substrate 1 of both sides; Vertically reinforcing bar 5 is arranged on vertical plane; It is characterized in that: described concreting is used and is returned beam and hang mould and be constructed as follows: steel pipe matrix 503, flitch 22, template 23, fixture; Wherein: steel pipe matrix 503 vertically arranges with axis, and template 23 is arranged in steel pipe matrix 503 outsides, and flitch 22 is arranged between template 23 and steel pipe matrix 503, above returns beam 504 and is arranged in steel pipe matrix 503 inner chambers; Fixture for by return beam 504 and steel pipe matrix 503 is connected to one.
Described for by return fixture that beam 504 and steel pipe matrix 503 be connected to one specifically: the fixing combination with butterfly card 505 of split bolt 502 and bolt; Fixture is incorporated into rare one group.
Described concreting is used and is returned beam and hang in mould and also be provided with reinforcing bar diagonal brace 501 its two ends and be fixedly connected with respectively steel pipe matrix 503 and concrete substrate 1, or its two ends are being fixedly connected with respectively steel pipe matrix 503 and reinforced steel; The axis direction of reinforcing bar diagonal brace 501 and horizontal direction angle are 40-50 °.
The utility model is applicable to concreting and uses and return beam lifting operation, and it is simple in structure, easy to use, is the exemplary support product of industrialization of construction industry, and it will have good technique effect in the industrialization of construction industry engineering practice.
The accompanying drawing explanation
Below in conjunction with drawings and the embodiments, the utility model is described in further detail:
Fig. 1 is that concreting is used and returned beam and hang the modulus principle schematic diagram.
The specific embodiment
Embodiment 1
A kind of concreting is used and is returned beam and hang mould, is arranged in concrete substrate 1 top, and is provided with reinforced steel in concrete substrate 1, the transverse reinforcement 4 that reinforced steel specifically is integrated by being mutually permanently connected and vertically reinforcing bar 5 form; Wherein: transverse reinforcement 4 stretches in the concrete substrate 1 of both sides; Vertically reinforcing bar 5 is arranged on vertical plane;
Described concreting is used and is returned beam and hang mould and be constructed as follows: steel pipe matrix 503, flitch 22, template 23, fixture; Wherein: steel pipe matrix 503 vertically arranges with axis, and template 23 is arranged in steel pipe matrix 503 outsides, and flitch 22 is arranged between template 23 and steel pipe matrix 503, above returns beam 504 and is arranged in steel pipe matrix 503 inner chambers; Fixture for by return beam 504 and steel pipe matrix 503 is connected to one.
Described for by return fixture that beam 504 and steel pipe matrix 503 be connected to one specifically: the fixing combination with butterfly card 505 of split bolt 502 and bolt; Fixture is incorporated into rare one group.
Described concreting is used and is returned beam and hang in mould and also be provided with reinforcing bar diagonal brace 501 its two ends and be fixedly connected with respectively steel pipe matrix 503 and concrete substrate 1, or its two ends are being fixedly connected with respectively steel pipe matrix 503 and reinforced steel; The axis direction of reinforcing bar diagonal brace 501 and horizontal direction angle are 40-50 °.
The present embodiment is applicable to concreting and uses and return beam lifting operation, and it is simple in structure, easy to use, is the exemplary support product of industrialization of construction industry, and it will have good technique effect in the industrialization of construction industry engineering practice.
Claims (3)
1. concreting is used and is returned beam and hang mould, is arranged in concrete substrate (1) top, and is provided with reinforced steel in concrete substrate (1), the transverse reinforcement that reinforced steel specifically is integrated by being mutually permanently connected (4) and vertical reinforcing bar (5) formation; Wherein: transverse reinforcement (4) stretches in the concrete substrate (1) of both sides; Vertically reinforcing bar (5) is arranged on vertical plane; It is characterized in that: described concreting is used and is returned beam and hang mould and be constructed as follows: steel pipe matrix (503), flitch (22), template (23), fixture; Wherein: steel pipe matrix (503) is vertically arranged with axis, template (23) is arranged in steel pipe matrix (503) outside, flitch (22) is arranged between template (23) and steel pipe matrix (503), above returns beam (504) and is arranged in steel pipe matrix (503) inner chamber; Fixture for by return beam (504) and steel pipe matrix (503) is connected to one.
2. use and return beam and hang mould according to the described concreting of claim 1, it is characterized in that: described for by return fixture that beam (504) and steel pipe matrix (503) be connected to one specifically: the fixing combination with butterfly card (505) of split bolt (502) and bolt; Fixture has one group at least.
3. use and return beam and hang mould according to the described concreting of claim 2, it is characterized in that: described concreting is used and is returned beam and hang in mould and also be provided with its two ends of reinforcing bar diagonal brace (501) and be fixedly connected with respectively steel pipe matrix (503) and concrete substrate (1), or its two ends are being fixedly connected with respectively steel pipe matrix (503) and reinforced steel;
The axis direction of reinforcing bar diagonal brace (501) and horizontal direction angle are 40-50 °.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013203532275U CN203334680U (en) | 2013-06-18 | 2013-06-18 | Upper reversed beam lifting mold for concrete pouring |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013203532275U CN203334680U (en) | 2013-06-18 | 2013-06-18 | Upper reversed beam lifting mold for concrete pouring |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203334680U true CN203334680U (en) | 2013-12-11 |
Family
ID=49703360
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013203532275U Expired - Fee Related CN203334680U (en) | 2013-06-18 | 2013-06-18 | Upper reversed beam lifting mold for concrete pouring |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203334680U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105464367A (en) * | 2015-12-31 | 2016-04-06 | 四川航天建筑工程有限公司 | Reinforcing device for concrete upstand string formwork |
| CN108457427A (en) * | 2017-02-21 | 2018-08-28 | 五冶集团上海有限公司 | A kind of sealing sizing cushion block and production method for building concrete formwork erection |
| CN108979136A (en) * | 2018-08-21 | 2018-12-11 | 中冶建工集团有限公司 | A kind of formed by integrally casting construction template structure of the anti-bank in toilet |
| CN108979142A (en) * | 2018-08-21 | 2018-12-11 | 中冶建工集团有限公司 | One kind hanging mould pouring construction structure |
| CN109958278A (en) * | 2019-04-22 | 2019-07-02 | 中冶建工集团有限公司 | The construction method of adjustable concrete hanging mould structure |
-
2013
- 2013-06-18 CN CN2013203532275U patent/CN203334680U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105464367A (en) * | 2015-12-31 | 2016-04-06 | 四川航天建筑工程有限公司 | Reinforcing device for concrete upstand string formwork |
| CN108457427A (en) * | 2017-02-21 | 2018-08-28 | 五冶集团上海有限公司 | A kind of sealing sizing cushion block and production method for building concrete formwork erection |
| CN108979136A (en) * | 2018-08-21 | 2018-12-11 | 中冶建工集团有限公司 | A kind of formed by integrally casting construction template structure of the anti-bank in toilet |
| CN108979142A (en) * | 2018-08-21 | 2018-12-11 | 中冶建工集团有限公司 | One kind hanging mould pouring construction structure |
| CN108979136B (en) * | 2018-08-21 | 2021-02-19 | 中冶建工集团有限公司 | Anti-bank's of bathroom integrative construction formwork structure of pouring |
| CN108979142B (en) * | 2018-08-21 | 2021-02-19 | 中冶建工集团有限公司 | Hang mould and pour construction structures |
| CN109958278A (en) * | 2019-04-22 | 2019-07-02 | 中冶建工集团有限公司 | The construction method of adjustable concrete hanging mould structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20131211 Termination date: 20140618 |
|
| EXPY | Termination of patent right or utility model |