CN203700962U - Simple umbrella type drawing internal mold for prefabricated hollow plate beam - Google Patents

Simple umbrella type drawing internal mold for prefabricated hollow plate beam Download PDF

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Publication number
CN203700962U
CN203700962U CN201420011605.6U CN201420011605U CN203700962U CN 203700962 U CN203700962 U CN 203700962U CN 201420011605 U CN201420011605 U CN 201420011605U CN 203700962 U CN203700962 U CN 203700962U
Authority
CN
China
Prior art keywords
internal mold
umbrella type
square steel
simple umbrella
type drawing
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
Application number
CN201420011605.6U
Other languages
Chinese (zh)
Inventor
贲林
亓长君
孙士达
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sixth Engineering Co Ltd of China Railway Construction Bridge Engineering Bureau Group Co Ltd
Original Assignee
Sixth Engineering Co Ltd of China Railway 13th Bureau Group 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 Sixth Engineering Co Ltd of China Railway 13th Bureau Group Co Ltd filed Critical Sixth Engineering Co Ltd of China Railway 13th Bureau Group Co Ltd
Priority to CN201420011605.6U priority Critical patent/CN203700962U/en
Application granted granted Critical
Publication of CN203700962U publication Critical patent/CN203700962U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model provides a simple umbrella type drawing internal mold for a prefabricated hollow plate beam, and belongs to the technical field of bridge engineering. The simple umbrella type drawing internal mold is characterized in that a square steel drawing rod is arranged in a center line of an internal mold face plate, the internal mold face plate is connected with the square steel drawing rod through umbrella type framework connecting rods, and the umbrella type framework connecting rods are matched with the internal mold face plate and the square steel drawing rod through hinge pins in a rotating mode. The simple umbrella type drawing internal mold has the advantages that the simple umbrella type drawing internal mold can be repeatedly used and is convenient to detach and install and accurate in positioning, plate beam engineering quality is improved, and engineering cost is reduced.

Description

Precast hollow plate-girder Simple umbrella type pull internal mold
Technical field
The utility model belongs to technical field of bridge engineering.
Background technology
At present, in bridge construction engineering, near generally will be at the construction field (site), carry out the construction of precast hollow plate-girder, conventional core mold all adopts inflated rubber core, its deficiency is that construction cost is high, inflated rubber core is fragile, and deflation time is wayward after using, in work progress, easily floating causes top plate thickness deficiency.
Summary of the invention
The purpose of this utility model is: a kind of precast hollow plate-girder Simple umbrella type pull internal mold is provided, and it is can be convenient to install, the precast hollow slab internal mold of accurate positioning.
The technical solution of the utility model is: on internal mold face plate center line, be provided with square steel pumping rod, internal mold panel is connected by umbellate form skeleton connecting rod with square steel pumping rod, and umbellate form skeleton connecting rod is rotatably assorted by bearing pin with internal mold panel and square steel pumping rod respectively.
The beneficial effects of the utility model are: have and reuse, be convenient to dismounting, the advantage of accurate positioning, has improved plate-girder workmanship, has reduced engineering cost.
Accompanying drawing explanation
Fig. 1 is that the utility model uses the main sectional view of state;
Fig. 2 is the main sectional view of the utility model contraction state;
Fig. 3 is that the utility model uses side view of the state.
The specific embodiment
Below in conjunction with accompanying drawing, the utility model is described further:
As shown in the figure, the 1st, square steel pumping rod, the 2nd, umbellate form skeleton connecting rod, the 3rd, internal mold panel, the 4th, bearing pin A, the 5th, bearing pin B.
Umbellate form pull internal mold supported design is a kind of non-statically determinate structrue, and internal mold panel (3) adopts strengthens gusset, and the vertical supporting of strengthening gusset adopts umbellate form skeleton connecting rod (2), is connected respectively with internal mold panel (3), square steel pumping rod (1).Connected mode is by bearing pin A(4) and bearing pin B(5) be connected and fixed,,, in the time that square steel pumping rod (1) moves on internal mold panel (3) center line, realize internal mold panel (3) and shrink and Zhi Li as fulcrum by two bearing pins.
Square steel pumping rod (1) is made of channel-section steel, reinforcement fabrication for umbellate form skeleton connecting rod (2), square steel pumping rod (1) is used bearing pin A(4 with umbellate form skeleton connecting rod (2)) and bearing pin B(5) be connected and fixed, realize main shaft and umbellate form skeleton interlock.
Install: this internal mold face plate center symmetry, when installation, according to umbrella, principle is put in support, and by pull umbellate form skeleton connecting rod, middle umbellate form skeleton supports outside internal mold panel, realizes internal mold panel Zhi Li.After this shuttering supporting puts in place, with the consistent size of hollow beam slab, fixed internal formwork is accurate.
Remove: when the complete stripping of concreting, drag the middle square steel pumping rod of internal mold by electric winch, the reach of square steel pumping rod drives internal mold to shrink, and realizes internal mold and concrete and departs from.

Claims (1)

1. a precast hollow plate-girder Simple umbrella type pull internal mold, it is characterized in that: on internal mold face plate center line, be provided with square steel pumping rod, internal mold panel is connected by umbellate form skeleton connecting rod with square steel pumping rod, and umbellate form skeleton connecting rod is rotatably assorted by bearing pin with internal mold panel and square steel pumping rod respectively.
CN201420011605.6U 2014-01-09 2014-01-09 Simple umbrella type drawing internal mold for prefabricated hollow plate beam Expired - Fee Related CN203700962U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420011605.6U CN203700962U (en) 2014-01-09 2014-01-09 Simple umbrella type drawing internal mold for prefabricated hollow plate beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420011605.6U CN203700962U (en) 2014-01-09 2014-01-09 Simple umbrella type drawing internal mold for prefabricated hollow plate beam

Publications (1)

Publication Number Publication Date
CN203700962U true CN203700962U (en) 2014-07-09

Family

ID=51051419

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420011605.6U Expired - Fee Related CN203700962U (en) 2014-01-09 2014-01-09 Simple umbrella type drawing internal mold for prefabricated hollow plate beam

Country Status (1)

Country Link
CN (1) CN203700962U (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107498698A (en) * 2017-09-15 2017-12-22 宁夏宁博通模板有限责任公司 A kind of drawing and pulling type hollow plate beam internal model supporting mechanism
CN110281514A (en) * 2019-08-02 2019-09-27 徐良杰 A kind of plastic products cooling and shaping equipment
CN111119081A (en) * 2020-01-20 2020-05-08 华城建设集团有限公司 Large-diameter concrete culvert single-layer rubber inflatable core mold
CN112049018A (en) * 2020-09-10 2020-12-08 中铁十四局集团第四工程有限公司 Folding core mould of hollow slab beam for highway construction
CN112536896A (en) * 2019-09-20 2021-03-23 黑龙江农垦建工路桥有限公司 Ring-axis symmetric supporting-fixing type hollow slab core mold construction process
CN114717956A (en) * 2022-04-01 2022-07-08 贵州大通路桥工程建设有限公司 Bridge pier column diaphragm construction umbrella-type support system
CN114908684A (en) * 2022-06-08 2022-08-16 中铁一局集团(广州)建设工程有限公司 Construction method of suspended casting box girder cradle method

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107498698A (en) * 2017-09-15 2017-12-22 宁夏宁博通模板有限责任公司 A kind of drawing and pulling type hollow plate beam internal model supporting mechanism
CN107498698B (en) * 2017-09-15 2023-01-31 宁夏宁博通模板有限责任公司 Drawing type hollow plate beam inner mold supporting mechanism
CN110281514A (en) * 2019-08-02 2019-09-27 徐良杰 A kind of plastic products cooling and shaping equipment
CN110281514B (en) * 2019-08-02 2021-12-03 曾婧 Cooling and shaping equipment for plastic products
CN112536896A (en) * 2019-09-20 2021-03-23 黑龙江农垦建工路桥有限公司 Ring-axis symmetric supporting-fixing type hollow slab core mold construction process
CN111119081A (en) * 2020-01-20 2020-05-08 华城建设集团有限公司 Large-diameter concrete culvert single-layer rubber inflatable core mold
CN112049018A (en) * 2020-09-10 2020-12-08 中铁十四局集团第四工程有限公司 Folding core mould of hollow slab beam for highway construction
CN114717956A (en) * 2022-04-01 2022-07-08 贵州大通路桥工程建设有限公司 Bridge pier column diaphragm construction umbrella-type support system
CN114908684A (en) * 2022-06-08 2022-08-16 中铁一局集团(广州)建设工程有限公司 Construction method of suspended casting box girder cradle method

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C56 Change in the name or address of the patentee

Owner name: CHINA RAILWAY BRIDGE ENGINEERING BUREAU GROUP SIXT

Free format text: FORMER NAME: CHINA RAILWAY NO. 13 ENGINEERING GROUP NO. 6 ENGINEERING CO., LTD.

CP01 Change in the name or title of a patent holder

Address after: 130033 room 2138, 414 Ling Ling Road, two district, Jilin, Changchun

Patentee after: CHINA RAILWAY CONSTRUCTION BRIDGE ENGINEERING BUREAU GROUP NO.6 ENGINEERING CO.,LTD.

Address before: 130033 room 2138, 414 Ling Ling Road, two district, Jilin, Changchun

Patentee before: CHINA RAILWAY 13TH BUREAU GROUP 6TH ENGINEERING Co.,Ltd.

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

Granted publication date: 20140709