CN203487779U - Tool type stock mould for masonry constructional column concrete pouring - Google Patents

Tool type stock mould for masonry constructional column concrete pouring Download PDF

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Publication number
CN203487779U
CN203487779U CN201320609788.7U CN201320609788U CN203487779U CN 203487779 U CN203487779 U CN 203487779U CN 201320609788 U CN201320609788 U CN 201320609788U CN 203487779 U CN203487779 U CN 203487779U
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CN
China
Prior art keywords
steel board
steel plate
front steel
constructional column
mould
Prior art date
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Expired - Fee Related
Application number
CN201320609788.7U
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Chinese (zh)
Inventor
向小青
郑子光
曹洪
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China Construction Third Engineering Bureau Co Ltd
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China Construction Third Engineering Bureau Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by China Construction Third Engineering Bureau Co Ltd filed Critical China Construction Third Engineering Bureau Co Ltd
Priority to CN201320609788.7U priority Critical patent/CN203487779U/en
Application granted granted Critical
Publication of CN203487779U publication Critical patent/CN203487779U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses a tool type stock mould for masonry constructional column concrete pouring. The tool type stock mould is characterized by comprising a mould system, a connection system and a supporting system; the mould system is composed of a front steel board and a back steel board in parallel with the front steel board, an inclined trapezoidal groove is formed in the front steel board in a welded mode, the top surface of the inclined groove is provided with a structural clamping groove, and the front steel board and the back steel board are tightened and reinforced through the connection system; the bottom of the front steel board and the bottom of the back steel board are respectively provided with a connection platform, and the front steel board and the back steel board are connected with the supporting system below the front steel board and the back steel board through the connection platforms respectively. The connection system is composed of an opposite-pull screw and a PVC sleeve which is arranged on the opposite-pull screw in a sleeved mode. The opposite-pull screw penetrates through a preformed screw hole in the bottom of the front steel board and a preformed screw hole in the bottom of the back steel board, and the PVC sleeve is arranged on the opposite-pull screw located between the front steel board and the back steel board. The supporting system is composed of a lower mould board support and a lower bricked wall. The tool type stock mould can simplify site construction operation procedures and reinforce recyclability of material, thereby guaranteeing whole construction quality and the construction schedule of engineering and saving cost investment.

Description

Tool-type masonry constructional column pouring concrete shaper
Technical field
The utility model relates to a kind of tool-type masonry constructional column pouring concrete shaper.
Background technology
In building trade, during masonry structure construction, constructional column pouring concrete adopts the reserved cast hole at its template top conventionally, by funnel, carry out pouring concrete, but these class methods make constructional column top concrete cast leakiness, cannot meet the requirement of correlated quality standards of acceptance; After this by improving, use the on-the-spot nail of wooden form pouring concrete skewed slot processed, effectively improved its construction quality, but operation relative complex is unfavorable for duration progress, and fragile after skewed slot form removable, cannot recycle.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of tool-type masonry constructional column pouring concrete shaper, has effectively solved the problems referred to above.
Technical problem to be solved in the utility model is achieved through the following technical solutions:
A tool-type masonry constructional column pouring concrete shaper, is characterized in that: comprise mold system, connected system and support system; Described mold system is comprised of parallel front steel plate and back side steel plate, is welded into trapezoidal skewed slot on the steel plate of front, and skewed slot end face is provided with structure draw-in groove, and front steel plate and back side steel plate are reinforced by connected system drawknot; The bottom of front steel plate and back side steel plate is provided with connecting platform, by connecting platform, is connected with the support system of its below.
Described connected system is comprised of Screw arbor with nut at both-ends and the PVC sleeve pipe being set on Screw arbor with nut at both-ends.
Described Screw arbor with nut at both-ends is through the reserved screw rod hole of front steel plate and back side steel plate bottom, and PVC sleeve pipe is located on the Screw arbor with nut at both-ends between front steel plate and back side steel plate.
Described support system is comprised of bottom shuttering supporting and bottom brick wall body, and described mold system is placed on the shuttering supporting of bottom by connecting platform.
The utility model with respect to the beneficial effect of prior art is:
(1) pouring concrete Forming Quality is high, can meet correlated quality code requirement; (2) constructing operation is simple, and workman's main points that easily master a skill, can effectively improve speed of application, reduction of erection time; (3) tool-type cast skewed slot is detachably reused, and recycles cost-saving input, economical and practical.
Accompanying drawing explanation
Fig. 1 is overall structure figure of the present utility model
Fig. 2 is the positive facade structure chart of the utility model
Fig. 3 is the utility model back elevation structure chart
Fig. 4 is the whole construction profile that uses of the utility model
Fig. 5 is the A-A sectional drawing in Fig. 4
In figure: 1-skewed slot, 2-front steel plate, 3-structure draw-in groove, 4-back side steel plate, 5-reserves screw rod hole, 6-Screw arbor with nut at both-ends, 7-PVC sleeve pipe, 8-bottom shuttering supporting, 9-bottom brick wall body, 10-connecting platform, 11-concrete feeding mouth, 12-upper frame girder construction
The specific embodiment
Shown in Fig. 1-5, a kind of tool-type masonry constructional column pouring concrete shaper, is characterized in that: comprise mold system, connected system and support system; Described mold system is comprised of parallel front steel plate and back side steel plate, is welded into trapezoidal skewed slot on the steel plate of front, and skewed slot end face is provided with structure draw-in groove, and front steel plate and back side steel plate are reinforced by connected system drawknot; The bottom of front steel plate and back side steel plate is provided with connecting platform, by connecting platform, is connected with the support system of its below.
Described connected system is comprised of Screw arbor with nut at both-ends and the PVC sleeve pipe being set on Screw arbor with nut at both-ends.
Described Screw arbor with nut at both-ends is through the reserved screw rod hole of front steel plate and back side steel plate bottom, and PVC sleeve pipe is located on the Screw arbor with nut at both-ends between front steel plate and back side steel plate.
Described support system is comprised of bottom shuttering supporting and bottom brick wall body, and described mold system is placed on the shuttering supporting of bottom by connecting platform.
Specifically be made as: mold system requires to design according to structure, takes into account the ease for operation of considering shaper simultaneously.This shaper system adopts the thick galvanized steel plain sheet cutting of the common 3mm in job site welding production, according to Design of Dies drawing, carry out blanking cutting, it is long * wide that mold integral is of a size of 400mm * 350mm(), panel designs has concreting skewed slot, and front and back steel plate adopts Screw arbor with nut at both-ends to be fixed.When mould skewed slot is made, be designed to up-narrow and down-wide " trapezoidal " shape, top is wide is 150mm, bottom is wide is 200mm, the mould dismounting after being convenient to concreting and completing; Meanwhile, at skewed slot upper port project organization draw-in groove, for being connected with structural beams, guarantee concrete pouring quality, the Design of length of structure draw-in groove can be adjusted according to all kinds of engineering practical structures situations.
During on-the-spot masonry Constructional Col-umn Construction, the good reinforcing bar of first colligation, installs bottom wood formwork system, then sizing punching block is placed in to wooden form top, by after the accurate positionings such as draw-in groove, PVC sleeve pipe, adopt Screw arbor with nut at both-ends to carry out front and back panel and be connected and fixed, finally carry out concreting, vibrate etc.
This shaper is applicable to most of constructional column concreting, and after according to practical structures size, blanking machines, workman can very conveniently install and use in building site.By the use of this type of tool-type masonry constructional column pouring concrete skewed slot, can simplify on-site construction operations flow process, the turnover of reinforcement material recyclability utilizes, thereby ensures engineering integral construction quality, progress, cost-saving input.

Claims (4)

1. a tool-type masonry constructional column pouring concrete shaper, is characterized in that: comprise mold system, connected system and support system; Described mold system is comprised of parallel front steel plate and back side steel plate, is welded into trapezoidal skewed slot on the steel plate of front, and skewed slot end face is provided with structure draw-in groove, and front steel plate and back side steel plate are reinforced by connected system drawknot; The bottom of front steel plate and back side steel plate is provided with connecting platform, by connecting platform, is connected with the support system of its below.
2. tool-type masonry constructional column pouring concrete shaper as claimed in claim 1, is characterized in that: described connected system is comprised of Screw arbor with nut at both-ends and the PVC sleeve pipe being set on Screw arbor with nut at both-ends.
3. tool-type masonry constructional column pouring concrete shaper as claimed in claim 2, it is characterized in that: described Screw arbor with nut at both-ends is through the reserved screw rod hole of front steel plate and back side steel plate bottom, and PVC sleeve pipe is located on the Screw arbor with nut at both-ends between front steel plate and back side steel plate.
4. tool-type masonry constructional column pouring concrete shaper as claimed in claim 1, is characterized in that: described support system is comprised of bottom shuttering supporting and bottom brick wall body, and described mold system is placed on the shuttering supporting of bottom by connecting platform.
CN201320609788.7U 2013-09-30 2013-09-30 Tool type stock mould for masonry constructional column concrete pouring Expired - Fee Related CN203487779U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201320609788.7U CN203487779U (en) 2013-09-30 2013-09-30 Tool type stock mould for masonry constructional column concrete pouring

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201320609788.7U CN203487779U (en) 2013-09-30 2013-09-30 Tool type stock mould for masonry constructional column concrete pouring

Publications (1)

Publication Number Publication Date
CN203487779U true CN203487779U (en) 2014-03-19

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104831923A (en) * 2015-05-26 2015-08-12 温州东瓯建设集团有限公司 Constructional column steel molding plate
CN107675879A (en) * 2017-11-21 2018-02-09 成都市绿洲节水灌溉工程有限公司 A kind of landscape post former fixed by neck
CN108086542A (en) * 2017-11-10 2018-05-29 中建三局第二建设工程有限责任公司 A kind of concrete structure pipe construction through walls reserves structure and construction method
CN109113338A (en) * 2018-09-13 2019-01-01 中铁十六局集团城市建设发展有限公司 A kind of tool-type mould bases of constructional column top one-piece casting
CN110397280A (en) * 2019-07-30 2019-11-01 中建城市建设发展有限公司 Pour funnel
CN111550042A (en) * 2020-04-14 2020-08-18 中国建筑第二工程局有限公司 Shaping type secondary structure formwork system construction method

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104831923A (en) * 2015-05-26 2015-08-12 温州东瓯建设集团有限公司 Constructional column steel molding plate
CN108086542A (en) * 2017-11-10 2018-05-29 中建三局第二建设工程有限责任公司 A kind of concrete structure pipe construction through walls reserves structure and construction method
CN107675879A (en) * 2017-11-21 2018-02-09 成都市绿洲节水灌溉工程有限公司 A kind of landscape post former fixed by neck
CN109113338A (en) * 2018-09-13 2019-01-01 中铁十六局集团城市建设发展有限公司 A kind of tool-type mould bases of constructional column top one-piece casting
CN109113338B (en) * 2018-09-13 2024-03-19 中铁十六局集团城市建设发展有限公司 Tool type die carrier for integrally pouring top of constructional column
CN110397280A (en) * 2019-07-30 2019-11-01 中建城市建设发展有限公司 Pour funnel
CN111550042A (en) * 2020-04-14 2020-08-18 中国建筑第二工程局有限公司 Shaping type secondary structure formwork system construction method

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CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20140319

Termination date: 20210930

CF01 Termination of patent right due to non-payment of annual fee