CN214082056U - Steel bar binding clamping fixture for horizontal prefabrication method of new jersey guardrail - Google Patents

Steel bar binding clamping fixture for horizontal prefabrication method of new jersey guardrail Download PDF

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Publication number
CN214082056U
CN214082056U CN202022447905.7U CN202022447905U CN214082056U CN 214082056 U CN214082056 U CN 214082056U CN 202022447905 U CN202022447905 U CN 202022447905U CN 214082056 U CN214082056 U CN 214082056U
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China
Prior art keywords
positioning mechanism
base
horizontal
new jersey
vertical support
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CN202022447905.7U
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Chinese (zh)
Inventor
黄超
刘俊龙
魏盟
杜君涛
鲁海鹏
杨伟
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CCCC SHEC Third Highway Engineering Co Ltd
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CCCC SHEC Third Highway Engineering Co Ltd
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Abstract

The utility model provides a reinforcement mould is used to horizontal prefabrication of new jersey guardrail method, including setting up at the base of bottom, setting up vertical support bar, the setting of base top one end at the bottom positioning mechanism of the base top other end, setting horizontal muscle locating lever on vertical support bar, the top positioning mechanism of setting in vertical support bar upper end, equidistant parallel arrangement of base, bottom positioning mechanism sets up with the base is perpendicular, horizontal muscle locating lever is perpendicular on vertical support bar along direction of height parallel arrangement, perpendicular with vertical support bar, top positioning mechanism and bottom positioning mechanism parallel arrangement. The utility model discloses reduced the error that probably appears in reinforcing bar interval, quantity when direct construction in new jersey guardrail template, improved work efficiency, horizontal steel bar positioning pole can carry out the accurate positioning to new jersey guardrail steel reinforcement skeleton's horizontal muscle, this design, simple structure is reasonable, and the ligature of the reinforcing bar of being convenient for improves work efficiency, has reduced construction cost.

Description

Steel bar binding clamping fixture for horizontal prefabrication method of new jersey guardrail
Technical Field
The utility model relates to a technical field is built on the road surface, concretely relates to horizontal prefabrication of new jersey guardrail is reinforcement mould for method.
Background
The horizontal prefabrication method construction of new jersey guardrail of tradition directly carries out on-the-spot reinforcement, and quantity, interval during reinforcement can't be carried out according to design, standard requirement, are unfavorable for quality control, and the efficiency of construction is low, has improved construction cost.
Disclosure of Invention
The utility model provides a steel reinforcement mould is used to horizontal prefabrication method of new jersey guardrail can be according to new jersey guardrail reinforcing bar drawing preparation mould, the required steel reinforcement skeleton of new jersey guardrail construction of ligature on the mould to solve the on-the-spot ligature quality problems that leads to among the prior art, inefficiency and intensity of labour are big, improve above-mentioned multinomial defect such as construction cost.
The technical scheme of the utility model is that: the utility model provides a steel reinforcement mould is used to horizontal prefabrication method of new jersey guardrail, is including setting up the base in the bottom, setting up vertical support bar in base top one end, setting up bottom positioning mechanism, the horizontal muscle locating lever of setting on vertical support bar, the top positioning mechanism of setting on vertical support bar at the base top other end, equidistant parallel arrangement of base, bottom positioning mechanism sets up with the base is perpendicular, horizontal muscle locating lever is along direction of height parallel arrangement on vertical support bar, perpendicular with vertical support bar, top positioning mechanism and bottom positioning mechanism parallel arrangement.
The scheme is further that the bottom positioning mechanism is made of two parallel angle steels, the openings of the bottom positioning mechanism are arranged oppositely, and the bottom positioning mechanism and the base are sequentially connected to form a plurality of structures shaped like Chinese character 'jing'.
The scheme is further that the top positioning mechanism is made of angle steel, and the opening faces to the other end of the base.
Further, the base and the vertical supporting rod are made of channel steel.
The scheme is further that a plurality of cutting notches are formed above the bottom positioning mechanism and the top positioning mechanism.
The scheme is further that the vertical supporting rod, the base, the horizontal rib positioning rod and the top positioning mechanism are all welded.
Further, the bottom positioning mechanism and the base are connected by welding or detachable.
The utility model has the advantages that: the utility model discloses a steel reinforcement mould is used to horizontal prefabrication method of new jersey guardrail, the both ends of reinforcing bar are placed respectively on the cutting notch during the ligature, can directly carry out the ligature, and the mould is gone into in the whole transportation of being convenient for, has reduced the error that probably appears at reinforcing bar interval, in quantity when directly constructing in new jersey guardrail template, improves work efficiency, and the reinforcement cage ligature is compared more standard, standard with traditional mode. Horizontal reinforcing bar locating lever on the vertical support pole can carry out the accurate positioning to new jersey guardrail steel reinforcement skeleton's horizontal muscle, and this design, simple structure is reasonable, and the ligature of the reinforcing bar of being convenient for improves work efficiency, has reduced construction cost.
Drawings
FIG. 1 is a schematic structural view of a steel bar binding clamping fixture for a horizontal prefabrication method of a new Jersey guardrail of the utility model;
FIG. 2 is a side view of a reinforcement clamping fixture for the horizontal prefabrication method of the new Jersey guardrail of the present invention;
FIG. 3 is a partial schematic view of a bottom positioning mechanism of a reinforcement clamping fixture for a horizontal prefabrication method of a New Jersey guardrail of the present invention;
wherein: 1. the base, 2, vertical support bar, 3, bottom positioning mechanism, 4, top positioning mechanism, 5, horizontal muscle locating lever, 6, cutting notch.
Detailed Description
The present invention will now be described more fully hereinafter with reference to the accompanying drawings, in which a person skilled in the art can, without any creative effort, fully implement the present invention.
The utility model discloses a concrete implementation mode is: as shown in figures 1-3, a reinforcement clamping fixture for a horizontal prefabrication method of a Xinjersey guardrail comprises a base 1 arranged at the bottom, a vertical support rod 2 arranged at one end above the base 1, a bottom positioning mechanism 3 arranged at the other end above the base 1, a horizontal rib positioning rod 5 arranged on the vertical support rod 2, and a top positioning mechanism 4 arranged at the upper end of the vertical support rod 2, wherein the base 1 is arranged in parallel at equal intervals, the bottom positioning mechanism 3 is arranged perpendicular to the base 1, the horizontal rib positioning rod 5 is arranged on the vertical support rod 2 in parallel along the height direction and is perpendicular to the vertical support rod 2, the position is arranged according to the position of a horizontal rib of a reinforcing steel bar framework of the Xinjersey guardrail, so that the horizontal rib framework of the Xinjersey guardrail can be conveniently positioned, the top positioning mechanism 4 and the bottom positioning mechanism 3 are arranged in parallel, and the vertical support, The top positioning mechanisms 4 are all welded, and the bottom positioning mechanisms 3 and the base 1 are detachably connected and can be adjusted in size.
The utility model discloses further, bottom positioning mechanism 3 is made by two parallel angle steels, and the opening sets up relatively, bottom positioning mechanism 3 and base 1 connect gradually and form a plurality of "well style of calligraphy" structures.
The utility model discloses furtherly, top positioning mechanism 4 is made by the angle steel, and the opening is towards the other end of base 1.
The utility model discloses further, base 1 and vertical support bar 2 are made by the channel-section steel, and the material is easily obtained, and the preparation cost is low, and is convenient for change for the standard construction.
The utility model discloses further, the top of bottom positioning mechanism 3 and top positioning mechanism 4 is equipped with a plurality of cutting notch 6.
The utility model discloses further, bottom positioning mechanism 3 and base 1 are through welding or detachable connection.
While the preferred embodiments of the present invention have been described, it is to be understood that the invention is not limited to the precise embodiments described, and that equipment and structures not described in detail are understood to be practiced as commonly known in the art; any simple modification, equivalent change and modification made to the above embodiments according to the technical spirit of the present invention will still fall within the protection scope of the technical solution of the present invention by those skilled in the art without departing from the technical solution of the present invention.

Claims (7)

1. The utility model provides a new jersey guardrail horizontal prefabrication method uses reinforcement mould, a serial communication port, including setting up the base in the bottom, setting up vertical support bar in base top one end, setting up bottom positioning mechanism, the horizontal muscle locating lever of setting on vertical support bar at the base top other end, the top positioning mechanism of setting in vertical support bar upper end, the equidistant parallel arrangement of base, bottom positioning mechanism sets up with the base is perpendicular, horizontal muscle locating lever is perpendicular on vertical support bar along direction of height parallel arrangement, and is perpendicular with vertical support bar, top positioning mechanism and bottom positioning mechanism parallel arrangement.
2. The steel bar binding clamping fixture for the horizontal prefabrication method of the new jersey guardrail, according to claim 1, is characterized in that the bottom positioning mechanism is made of two parallel angle steels, openings of the two angle steels are oppositely arranged, and the bottom positioning mechanism and the base are sequentially connected to form a plurality of structures shaped like Chinese character jing.
3. The reinforcement clamping fixture for the horizontal prefabrication method of the new jersey guardrail as claimed in claim 2, wherein the top positioning mechanism is made of angle steel, and the opening faces to the other end of the base.
4. The steel bar binding clamping fixture for the horizontal prefabrication method of the new jersey guardrail, according to claim 3, is characterized in that the base and the vertical supporting rods are made of channel steel.
5. The steel bar binding clamping fixture for the horizontal prefabrication method of the new jersey guardrail, according to claim 4, wherein a plurality of cutting notches are formed above the bottom positioning mechanism and the top positioning mechanism.
6. The steel bar binding clamping fixture for the horizontal prefabrication method of the new jersey guardrail, according to claim 1, is characterized in that the vertical supporting rod, the base, the horizontal rib positioning rod and the top positioning mechanism are formed by welding.
7. The steel bar binding clamping fixture for the horizontal prefabrication method of the new jersey guardrail, according to claim 1, wherein the bottom positioning mechanism and the base are connected through welding or detachable connection.
CN202022447905.7U 2020-10-29 2020-10-29 Steel bar binding clamping fixture for horizontal prefabrication method of new jersey guardrail Active CN214082056U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202022447905.7U CN214082056U (en) 2020-10-29 2020-10-29 Steel bar binding clamping fixture for horizontal prefabrication method of new jersey guardrail

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202022447905.7U CN214082056U (en) 2020-10-29 2020-10-29 Steel bar binding clamping fixture for horizontal prefabrication method of new jersey guardrail

Publications (1)

Publication Number Publication Date
CN214082056U true CN214082056U (en) 2021-08-31

Family

ID=77446896

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202022447905.7U Active CN214082056U (en) 2020-10-29 2020-10-29 Steel bar binding clamping fixture for horizontal prefabrication method of new jersey guardrail

Country Status (1)

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CN (1) CN214082056U (en)

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