CN219357786U - Movable capping beam steel bar binding mould - Google Patents
Movable capping beam steel bar binding mould Download PDFInfo
- Publication number
- CN219357786U CN219357786U CN202320299150.1U CN202320299150U CN219357786U CN 219357786 U CN219357786 U CN 219357786U CN 202320299150 U CN202320299150 U CN 202320299150U CN 219357786 U CN219357786 U CN 219357786U
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- China
- Prior art keywords
- steel bar
- bar limiting
- limiting plate
- longitudinal girder
- limiting support
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 124
- 239000010959 steel Substances 0.000 title claims abstract description 124
- 230000002787 reinforcement Effects 0.000 claims description 30
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 2
- 230000003014 reinforcing effect Effects 0.000 description 11
- 238000010276 construction Methods 0.000 description 6
- 239000011265 semifinished product Substances 0.000 description 5
- 230000000694 effects Effects 0.000 description 2
- 239000011440 grout Substances 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000004888 barrier function Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses a movable bent cap steel bar binding mold. The novel grouting device comprises a longitudinal girder, wherein two groups of driving wheels driven by a power system and a group of driven wheels are arranged at the lower part of the longitudinal girder, a plurality of cross beams are fixed on the upper part of the longitudinal girder at intervals along the length direction of the longitudinal girder, a plurality of steel bar limiting grooves are respectively fixed on the two ends of the upper part of each cross beam, a first steel bar limiting support, a grouting sleeve positioning base and a second steel bar limiting support which are fixedly connected with the cross beams are sequentially arranged on the upper part of the cross beam along the length direction of the longitudinal girder, a first steel bar limiting plate and a second steel bar limiting plate which are longitudinally arranged are respectively arranged at the tops of the first steel bar limiting support and the second steel bar limiting support, a transverse steel bar limiting plate is arranged between the two cross beams on the same cross beam, a plurality of steel bar limiting grooves are respectively arranged on the first steel bar limiting plate, the second steel bar limiting plate and the transverse steel bar limiting plate, and a plurality of positioning bolt holes corresponding to the central positions of main bars of pre-buried pier columns in a cover beam are respectively arranged on the upper part of the grouting sleeve positioning base.
Description
Technical Field
The utility model relates to a movable bent cap reinforcement binding mould which is mainly used for binding a prefabricated bent cap reinforcement cage of a highway.
Background
At present, prefabricated bent cap steel reinforcement cage is in the open-air ligature mostly, needs the manual work to transport the steel reinforcement semi-manufactured goods from the reinforcing bar processing vehicle to steel reinforcement ligature mould, and the manual work is put into great, and is efficient, and the steel reinforcement ligature cycle is long, and is with high costs, and easily receive bad weather (like wind, rain, snow) influence and delay construction or can not be under construction to current prefabricated bent cap steel reinforcement cage ligature mould its unable accurate location reinforcing bar position and can't carry out the accurate positioning to the grout sleeve, influences steel reinforcement cage ligature quality.
Disclosure of Invention
Aiming at the defects in the prior art, the utility model provides the movable bent cap reinforcement binding mould which can move integrally, reduce labor cost and improve the binding quality of the bent cap reinforcement cage.
The utility model is realized by the following technical scheme: a movable bent cap reinforcing steel bar binding mould is characterized in that: the grouting device comprises a longitudinal girder, two groups of driving wheels driven by a power system and a group of driven wheels are arranged at the lower part of the longitudinal girder, a plurality of cross beams are fixed at intervals on the upper part of the longitudinal girder along the length direction of the longitudinal girder, two vertical columns which are vertically arranged are respectively fixed at the two ends of the upper part of each cross beam, a first steel bar limiting bracket fixedly connected with the cross beams, a grouting sleeve positioning base and a second steel bar limiting bracket are sequentially arranged on the upper part of the cross beams along the length direction of the longitudinal girder, the tops of the first steel bar limiting bracket and the second steel bar limiting bracket are in accordance with the shape of bottom plates at the two sides of the capping beam, a first steel bar limiting plate and a second steel bar limiting plate which are longitudinally arranged are respectively arranged at the tops of the first steel bar limiting bracket and the second steel bar limiting bracket, a transverse steel bar limiting plate is arranged between the two vertical columns on the same cross beam, a plurality of steel bar limiting grooves are respectively arranged on the first steel bar limiting plate, the second steel bar limiting plate and the transverse steel bar limiting plate, and a plurality of positioning bolt holes corresponding to the center positions of embedded pier columns in the capping beam are respectively arranged on the upper part of the grouting sleeve positioning base.
When the automatic clamping fixture is used, the rails are paved between the steel bar processing workshop and the open-air processing workshop in advance to serve as the mold rails, and the mold moves through the cooperation of wheels at the lower part of the mold and the rails, so that the mold can move to the steel bar processing workshop to bind steel bar semi-finished products, and is not influenced by external severe weather (wind, rain and snow). Through set up first reinforcing bar limiting plate, second reinforcing bar limiting plate, the horizontal reinforcing bar limiting plate that has the reinforcing bar spacing groove respectively between first reinforcing bar limiting support, second reinforcing bar limiting support and two horizontal stands, can accurate location reinforcing bar position, supplementary reinforcing bar ligature can improve bent cap steel reinforcement cage reinforcing bar ligature quality. The grouting sleeve positioning base is used for accurately positioning and installing the grouting sleeve, and the grouting sleeve can be fixed through bolts, so that the construction quality can be effectively guaranteed.
Further, in order to ensure the reinforcement positioning effect, the transverse two ends of the top of the first reinforcement limiting bracket are respectively provided with one first reinforcement limiting plate, and the transverse two ends of the top of the second reinforcement limiting bracket are respectively provided with one second reinforcement limiting plate.
Further, in order to facilitate the reinforcement binding operation, an operation platform is respectively arranged on the outer sides of the upright posts on the two sides, and the operation platform is fixedly connected with the upright posts.
Furthermore, in order to ensure the structural strength, the longitudinal girder, the cross beam and the upright posts are all formed by processing I-steel.
The beneficial effects of the utility model are as follows: according to the utility model, the lower part of the longitudinal girder is provided with two groups of driving wheels and one group of driven wheels which are driven by the power system, the clamping fixture can move through the wheels of the clamping fixture in cooperation with the track which is pre-paved between the steel bar processing workshop and the open-air processing workshop, the clamping fixture can move to the steel bar processing workshop to bind steel bar semi-finished products, the clamping fixture is not influenced by external bad weather (wind, rain and snow), the construction period is ensured, and the movable clamping fixture can hoist the steel bar semi-finished products by using the crown block in the steel bar processing workshop when moving to the steel bar processing workshop, so that the steel bar binding efficiency can be greatly improved, the labor investment is reduced, and the labor cost is reduced; according to the utility model, the first steel bar limiting plate, the second steel bar limiting plate and the transverse steel bar limiting plate with the steel bar limiting grooves are respectively arranged between the first steel bar limiting bracket, the second steel bar limiting bracket and the two transverse upright posts, so that the positions of steel bars can be accurately positioned, the steel bar binding is assisted, and the steel bar binding quality of a steel bar cage of the bent cap can be improved; by arranging the grouting sleeve positioning base, the grouting sleeve can be positioned and installed accurately, and the construction quality is guaranteed. The main body frame is processed by I-steel and the like, can be recycled and reused, and saves resources.
Drawings
FIG. 1 is a schematic front view of the present utility model;
FIG. 2 is a schematic top view of FIG. 1;
FIG. 3 is a side view schematic of FIG. 1;
fig. 4 is a schematic structural view of a first reinforcement bar limiting bracket according to the present utility model;
FIG. 5 is an enlarged schematic view of portion A of FIG. 4;
fig. 6 is a schematic structural view of a second reinforcement bar limiting bracket according to the present utility model;
fig. 7 is a schematic structural view of a transverse reinforcement bar limiting plate in the present utility model;
FIG. 8 is a front view of the grout sleeve positioning base of the present utility model;
FIG. 9 is a side view of FIG. 8;
in the figure, 1, a longitudinal girder, 2, a driven wheel, 3, a cross beam, 4, a driving wheel, 5, an upright post, 6, a first steel bar limiting support, 7, a first steel bar limiting plate, 7-1, a steel bar limiting groove on the first steel bar limiting plate, 8, a second steel bar limiting support, 9, a second steel bar limiting plate, 9-1, a steel bar limiting groove on the second steel bar limiting plate, 10, a grouting sleeve positioning base, 10-1, a positioning bolt hole on the grouting sleeve positioning base, 11, a transverse steel bar limiting plate, 11-1, a steel bar limiting groove on the transverse steel bar limiting plate, 12, an operating platform, 13 and a motor.
Detailed Description
The utility model is further illustrated by the following non-limiting examples, in conjunction with the accompanying drawings:
as shown in the drawing, the movable capping beam steel bar binding mold comprises a longitudinal main beam 1, wherein the longitudinal main beam 1 is formed by welding two I-beams through a plurality of transverse connecting beams, two groups of driving wheels 4 driven by a power system and a group of driven wheels 2 are arranged at the lower part of the longitudinal main beam 1, and each driving wheel 4 is powered by a motor 13 of 2.2 KW. The upper portion of the longitudinal girder 1 is fixed with a plurality of crossbeams 3 along the length direction interval, two ends of the upper portion of each crossbeam 3 are respectively fixed with a vertical column 5, the crossbeams 3 and the columns 5 are formed by processing 14# I-steel, the crossbeams 3 are fixed on the longitudinal girder 1 through bolts, and the columns 5 are fixedly connected with the crossbeams 3 through bolts. The space between the upright posts at two sides of the cross beam is a bent cap reinforcement cage binding space. The upper part of the cross beam 3 is sequentially provided with a first steel bar limiting bracket 6, a grouting sleeve positioning base 10 and a second steel bar limiting bracket 8 along the length direction of the longitudinal main beam 1, and the first steel bar limiting bracket 6, the grouting sleeve positioning base 10 and the second steel bar limiting bracket 8 are fixedly connected with the cross beam 3. The first steel bar limiting support 6 and the second steel bar limiting support 8 are formed by welding No. 14 and No. 7 angle steels, and the tops of the first steel bar limiting support 6 and the second steel bar limiting support 8 are respectively in accordance with the shapes of bottom plates on two sides of the bent cap. The tops of the first steel bar limiting support 6 and the second steel bar limiting support 8 are respectively provided with a first steel bar limiting plate 7 and a second steel bar limiting plate 9 which are longitudinally arranged, the first steel bar limiting plate 7 is provided with a plurality of steel bar limiting grooves 7-1 according to the steel bar design space, and the second steel bar limiting plate 9 is also provided with a plurality of steel bar limiting grooves 9-1 according to the steel bar design space. The position between two stand columns 5 on the same beam 3, which corresponds to the roof of the bent cap, is provided with a transverse steel bar limiting plate 11, two ends of the transverse steel bar limiting plate 11 are respectively fixedly connected with the stand columns 5 on two sides, and a plurality of steel bar limiting grooves 11-1 are also arranged on the transverse steel bar limiting plate 11 according to the design space of steel bars. The grouting sleeve positioning base 10 is formed by splicing I20# section steel, a positioning steel plate is arranged on the upper portion of the grouting sleeve positioning base 10, and a plurality of positioning bolt holes 10-1 corresponding to the center position of the main rib of the embedded pier stud in the capping beam are formed in the positioning steel plate.
In order to ensure the reinforcement positioning effect, in this embodiment, two transverse ends of the top of the first reinforcement limiting bracket 6 are respectively provided with a first reinforcement limiting plate 7, and two transverse ends of the top of the second reinforcement limiting bracket 8 are respectively provided with a second reinforcement limiting plate 9.
For being convenient for carry out reinforcement operation, be provided with operation platform 12 respectively in the outside of stand 5 of both sides, operation platform 12 and stand 5 fixed connection, operation platform 15 are last to set up the safety barrier.
When the steel bar binding machine is used, the P43 steel rail can be paved between the steel bar processing workshop and the open-air processing place, the clamping fixture can move along the steel rail through the wheels at the lower part of the clamping fixture, can be moved to the steel bar processing workshop to bind the steel bar semi-finished product, is not influenced by external bad weather (wind, rain and snow), and has a guaranteed construction period, and when the steel bar is bound in the workshop, the crown block in the steel bar processing workshop can be used for hoisting the steel bar semi-finished product, so that the steel bar binding efficiency can be improved, the labor investment can be reduced, and the labor cost can be reduced.
Other parts in this embodiment are all of the prior art, and are not described herein.
Claims (4)
1. A movable bent cap reinforcing steel bar binding mould is characterized in that: comprises a longitudinal girder (1), two groups of driving wheels and a group of driven wheels driven by a power system are arranged at the lower part of the longitudinal girder (1), a plurality of cross beams (3) are fixed at intervals on the upper part of the longitudinal girder (1) along the length direction of the longitudinal girder, two vertical columns (5) which are vertically arranged are respectively fixed at the two ends of the upper part of each cross beam (3), a first steel bar limiting support (6) fixedly connected with the cross beam (3), a grouting sleeve positioning base (10) and a second steel bar limiting support (8) are sequentially arranged on the upper part of the cross beam (3) along the length direction of the longitudinal girder (1), the tops of the first steel bar limiting support (6) and the second steel bar limiting support (8) are in accordance with the shape of two side bottom plates of the cover beam, a first steel bar limiting plate (7) and a second steel bar limiting plate (9) which are longitudinally arranged are respectively arranged are arranged on the tops of the first steel bar limiting support (6) and the second steel bar limiting support (8), a transverse steel bar limiting plate (11) is arranged between the two vertical columns (5) on the same cross beam (3) and corresponds to the top plate of the cover beam, the transverse steel bar limiting plates (11) are respectively arranged on the first steel bar limiting plates and the second steel bar limiting plates (9), the upper part of the grouting sleeve positioning base (10) is provided with a plurality of positioning bolt holes (10-1) corresponding to the center position of the main rib of the embedded pier stud in the capping beam.
2. The movable bent cap reinforcement bar binding mold of claim 1, wherein: the two transverse ends of the top of the first steel bar limiting support (6) are respectively provided with a first steel bar limiting plate (7), and the two transverse ends of the top of the second steel bar limiting support (8) are respectively provided with a second steel bar limiting plate (9).
3. The movable bent cap reinforcement bar binding mold of claim 1, wherein: an operation platform (12) is respectively arranged on the outer sides of the upright posts (5) on two sides, and the operation platform (12) is fixedly connected with the upright posts (5).
4. The movable bent cap reinforcement bar binding mold according to claim 1, 2 or 3, wherein: the longitudinal main beam (1), the cross beam (3) and the upright posts (5) are all formed by processing I-steel.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202320299150.1U CN219357786U (en) | 2023-02-23 | 2023-02-23 | Movable capping beam steel bar binding mould |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202320299150.1U CN219357786U (en) | 2023-02-23 | 2023-02-23 | Movable capping beam steel bar binding mould |
Publications (1)
Publication Number | Publication Date |
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CN219357786U true CN219357786U (en) | 2023-07-18 |
Family
ID=87115120
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN202320299150.1U Active CN219357786U (en) | 2023-02-23 | 2023-02-23 | Movable capping beam steel bar binding mould |
Country Status (1)
Country | Link |
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CN (1) | CN219357786U (en) |
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2023
- 2023-02-23 CN CN202320299150.1U patent/CN219357786U/en active Active
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