CN219239012U - Shoulder pole for hoisting beam slab reinforcement cage - Google Patents
Shoulder pole for hoisting beam slab reinforcement cage Download PDFInfo
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- CN219239012U CN219239012U CN202320873759.5U CN202320873759U CN219239012U CN 219239012 U CN219239012 U CN 219239012U CN 202320873759 U CN202320873759 U CN 202320873759U CN 219239012 U CN219239012 U CN 219239012U
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- beam slab
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- 230000002787 reinforcement Effects 0.000 title claims abstract description 50
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 21
- 229910000831 Steel Inorganic materials 0.000 claims description 14
- 239000010959 steel Substances 0.000 claims description 14
- 238000010276 construction Methods 0.000 abstract description 13
- 239000000463 material Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 1
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Abstract
The utility model belongs to the technical field of hoisting equipment, and relates to a shoulder pole for hoisting a beam slab reinforcement cage, which comprises the following components: the main beam body, a plurality of bearing rods and a connecting chain; the reinforcing component is arranged on the main beam body, is respectively connected with the plurality of bearing rods and is used for reinforcing the plurality of bearing rods; the connecting component is arranged at the upper part of the main beam body, is connected with the main beam body and is used for connecting a crane; and the hoisting assembly is arranged at the lower ends of the connecting chains and used for hoisting the beam slab reinforcement cage. According to the utility model, through the matching arrangement of the plurality of bearing rods, the plurality of connecting chains, the reinforcing component, the connecting component and the hoisting component, different numbers of connecting chains can be selected according to beam slab reinforcement cages with different sizes, and the beam slab reinforcement cages are hoisted through the hoisting component on the connecting chains, so that the connecting chains are suitable for beam slab reinforcement cages with different sizes, the shoulder pole is prevented from being switched back and forth when the beam slab reinforcement cages with different sizes are hoisted, the site construction efficiency is improved, and the construction cost is reduced.
Description
Technical Field
The utility model belongs to the technical field of hoisting equipment, and relates to a shoulder pole for hoisting a beam slab reinforcement cage.
Background
The prefabricated field is used for preparing commercial concrete or various building components in the building engineering, and the prefabricated concrete or the various building components are directly transported to a construction site for installation after being processed and molded, so that the construction period is greatly shortened, and the manufacturing cost is reduced.
When the hollow slab and the small box girder are manufactured in the prefabricated field, the base plate and the web steel bars are often required to be bound in advance in the steel bar binding area, after the pedestal is provided with construction conditions, the bound beam slab steel bar cage can be lifted in place, and then the templates are assembled, so that the girder manufacturing period can be shortened in modularized operation, and in general, a special shoulder pole is usually adopted for lifting when the beam slab steel bar cage is lifted.
However, since the beam slab reinforcement cages have various sizes, if the beam slab reinforcement cages with different sizes are provided with the corresponding special carrying poles, the time and the labor are wasted, and the cost is increased, so that the carrying pole meeting the lifting of the beam slab reinforcement of various sizes is needed.
Disclosure of Invention
The utility model aims to provide a shoulder pole for hoisting a beam slab reinforcement cage, which aims to solve the technical problems in the background technology.
In order to achieve the purpose, the specific technical scheme of the shoulder pole for hoisting the beam plate reinforcement cage is as follows:
a shoulder pole for beam slab reinforcement cage lifting, comprising:
the main beam body is longitudinally and horizontally arranged;
the plurality of bearing rods are horizontally arranged on the upper part of the main beam body in a transverse direction and uniformly arranged along the length direction of the main beam body, the lower part of each bearing rod is connected with the upper part of the main beam body, the length of each bearing rod is larger than the width of the main beam body, connecting chains are vertically arranged at the positions, close to two ends, of the lower part of each bearing rod, and the upper ends of the connecting chains are connected with the corresponding bearing rods;
the reinforcing component is arranged on the main beam body, is respectively connected with the plurality of bearing rods and is used for reinforcing the plurality of bearing rods;
the connecting component is arranged at the upper part of the main beam body, is connected with the main beam body and is used for connecting a crane;
and the hoisting assembly is arranged at the lower ends of the connecting chains and used for hoisting the beam slab reinforcement cage.
The utility model is also characterized in that:
the reinforcing component comprises two reinforcing rods, the two reinforcing rods are longitudinally and horizontally arranged on the upper portions of the plurality of bearing rods and are respectively close to the two ends of the plurality of bearing rods, each reinforcing rod is respectively connected with the plurality of bearing rods, the lower portions of the bearing rods are respectively provided with a supporting rod at the positions close to the two ends, one end of each supporting rod is connected with the corresponding bearing rod, and the other end of each supporting rod is connected with the side face of the main beam body.
Wherein the included angle between the supporting rod and the corresponding bearing rod is 60 degrees.
The connecting assembly comprises five hanging rings, the five hanging rings are arranged on the upper portion of the main beam body and are uniformly arranged along the length direction of the main beam body, a first clamping ring is arranged on the upper portion of the hanging ring in the middle, each hanging ring is connected with one end of a steel wire rope, and the other ends of the five steel wire ropes are connected with the first clamping ring.
The lifting assembly comprises a plurality of lifting hooks which are respectively arranged at the lower ends of a plurality of connecting chains, and each lifting hook is connected with the lower end of the corresponding connecting chain.
The lower part of each bearing rod is provided with a plurality of second clamping rings near the two ends respectively, and the upper end of each connecting chain is detachably connected with one of the second clamping rings.
Wherein both ends of each bearing rod are bent upwards to form a U-shaped structure.
The shoulder pole for hoisting the beam slab reinforcement cage has the following advantages:
firstly, through the cooperation setting of a plurality of bearing rods, a plurality of connecting chains, reinforcing components, connecting components and hoisting components, the connecting chains with different numbers can be selected according to beam slab reinforcement cages with different sizes, and the beam slab reinforcement cages are hoisted through the hoisting components on the connecting chains, so that the beam slab reinforcement cages with different sizes are adapted, the carrying pole is prevented from being switched back and forth when the beam slab reinforcement cages with different sizes are hoisted, the site construction efficiency is improved, and the construction cost is reduced;
secondly, through the cooperation setting of a plurality of second snap rings and a plurality of connecting chains, the device can further adapt to beam slab reinforcement cages with different sizes, and the functional diversity of the device is increased;
thirdly, the device does not occupy too much space, so that the safety of the engineering and the integrity of the beam slab reinforcement cage are ensured, the construction quality of the beam slab is ensured, and the engineering can be smoothly propelled;
fourth, this device can draw materials on the spot, and simple structure is fit for using and producing the precast beam field of multiple model simultaneously, and convenient to use is simple, easy operation.
Drawings
FIG. 1 is a schematic diagram of the overall structure of the present utility model;
FIG. 2 is a schematic diagram of a front view structure of the present utility model;
FIG. 3 is a schematic side view of the present utility model;
reference numerals:
1. a main beam body; 2. a load-bearing rod; 3. a support rod; 4. a reinforcing rod; 5. a connecting chain; 6. a lifting hook; 7. a hanging ring; 8. a first snap ring; 9. a wire rope; 10. and a second snap ring.
Detailed Description
The utility model will be described in detail below with reference to the drawings and the detailed description.
As shown in fig. 1 and 2, the carrying pole for hoisting the girder plate reinforcement cage comprises a girder body 1, wherein the girder body 1 is longitudinally and horizontally arranged, a plurality of bearing rods 2 are horizontally arranged on the upper part of the girder body 1, the plurality of bearing rods 2 are uniformly arranged along the length direction of the girder body 1, the lower part of each bearing rod 2 is connected with the upper part of the girder body 1, the length of each bearing rod 2 is larger than the width of the girder body 1, the two ends of the bearing rods 2 are conveniently located outside the girder body 1, connecting chains 5 are vertically arranged at positions, close to the two ends, of the lower part of each bearing rod 2 respectively, the upper ends of the connecting chains 5 are connected with the corresponding bearing rods 2, reinforcing components are arranged on the girder body 1 and are respectively connected with the plurality of bearing rods 2, the reinforcing components are used for reinforcing the plurality of bearing rods 2, the connection of the bearing rods 2 with the girder body 1 is firmer, the upper part of the girder body 1 is provided with a connecting component, the connecting component is used for connecting the girder body 1, the girder plate reinforcement cage is conveniently hoisted, the two ends of the bearing rods 2 are conveniently hoisted by the girder plate reinforcement cage are arranged at the same size, the two ends are different in size, and the girder plate hoisting efficiency is not suitable for hoisting the girder plate cage, and the two different sizes are different in size, and the hoisting construction bridge cages are different, and the lifting construction bridge plate lifting efficiency is different.
As shown in fig. 3, the reinforcing component comprises two reinforcing rods 4, the two reinforcing rods 4 are longitudinally and horizontally arranged on the upper portions of the bearing rods 2 and are respectively close to two end positions of the bearing rods 2, each reinforcing rod 4 is respectively connected with the bearing rods 2, so that the bearing rods 2 are connected with the main beam body 1 into a whole, the stability of the bearing rods is improved, the support rods 3 are respectively arranged at the positions, close to the two ends, of the lower portions of the bearing rods 2, one end of each support rod 3 is connected with the corresponding bearing rod 2, the other end of each support rod 3 is connected with the side surface of the main beam body 1, and an included angle between each support rod 3 and the corresponding bearing rod 2 is 60 degrees, so that each bearing rod 2 is connected with the main beam body 1 more firmly, and the horizontal supporting capacity and stability of the main beam body 1 are enhanced.
The connecting assembly comprises five lifting rings 7, the five lifting rings 7 are arranged on the upper portion of the main beam body 1 and are uniformly arranged along the length direction of the main beam body 1, a first clamping ring 8 is arranged on the upper portion of the lifting ring 7 in the middle, each lifting ring 7 is connected with one end of a steel wire rope 9, the other ends of the five steel wire ropes 9 are connected with the first clamping ring 8, the length of the middle vertical steel wire rope 9 is 3m, and the lengths of the steel wire ropes 9 on the two sides are 5m and 8.54m in sequence, so that the main beam body 1 is kept in a horizontal state.
The hoisting assembly comprises a plurality of lifting hooks 6, the lifting hooks 6 are respectively arranged at the lower ends of the connecting chains 5, each lifting hook 6 is connected with the lower end of the corresponding connecting chain 5, and the beam slab reinforcement cage is hoisted through the lifting hooks 6.
The lower part of each bearing rod 2 is provided with a plurality of second snap rings 10 respectively near the position at both ends, and the upper end and one of them second snap ring 10 of each link chain 5 can dismantle the connection, adjusts the position of link chain 5 through second snap ring 10 to further adapt to not unidimensional beam slab steel reinforcement cage.
The two ends of each bearing rod 2 are bent upwards to form a U-shaped structure.
Working principle: when the lifting device is used, the corresponding number of lifting hooks 6 are selected according to the size of the lifted beam slab reinforcement cage, then the plurality of lifting hooks 6 are uniformly hung on the beam slab reinforcement cage, then the first clamping ring 8 is connected with a crane, and the crane is started to lift the beam slab reinforcement cage.
The shoulder pole for hoisting the beam slab reinforcement cage has the following advantages:
firstly, through the cooperation setting of a plurality of bearing rods, a plurality of connecting chains, reinforcing components, connecting components and hoisting components, the connecting chains with different numbers can be selected according to beam slab reinforcement cages with different sizes, and the beam slab reinforcement cages are hoisted through the hoisting components on the connecting chains, so that the beam slab reinforcement cages with different sizes are adapted, the carrying pole is prevented from being switched back and forth when the beam slab reinforcement cages with different sizes are hoisted, the site construction efficiency is improved, and the construction cost is reduced;
secondly, through the cooperation setting of a plurality of second snap rings and a plurality of connecting chains, the device can further adapt to beam slab reinforcement cages with different sizes, and the functional diversity of the device is increased;
thirdly, the device does not occupy too much space, so that the safety of the engineering and the integrity of the beam slab reinforcement cage are ensured, the construction quality of the beam slab is ensured, and the engineering can be smoothly propelled;
fourth, this device can draw materials on the spot, and simple structure is fit for using and producing the precast beam field of multiple model simultaneously, and convenient to use is simple, easy operation.
It will be understood that the utility model has been described in terms of several embodiments, and that various changes and equivalents may be made to these features and embodiments by those skilled in the art without departing from the spirit and scope of the utility model. In addition, many modifications may be made to adapt a particular situation or material to the teachings of the utility model without departing from the essential scope thereof. Therefore, it is intended that the utility model not be limited to the particular embodiment disclosed, but that the utility model will include all embodiments falling within the scope of the appended claims.
Claims (7)
1. A shoulder pole for beam slab steel reinforcement cage hoist and mount, its characterized in that includes:
the main beam body (1) is longitudinally and horizontally arranged;
the plurality of bearing rods (2) are horizontally arranged on the upper part of the main beam body (1) and uniformly arranged along the length direction of the main beam body (1), the lower part of each bearing rod (2) is connected with the upper part of the main beam body (1), the length of each bearing rod (2) is greater than the width of the main beam body (1), connecting chains (5) are vertically arranged at the positions, close to two ends, of the lower part of each bearing rod (2), and the upper ends of the connecting chains (5) are connected with the corresponding bearing rods (2);
the reinforcing component is arranged on the main beam body (1) and is respectively connected with the plurality of bearing rods (2) and used for reinforcing the plurality of bearing rods (2);
the connecting component is arranged at the upper part of the main beam body (1), is connected with the main beam body (1) and is used for connecting a crane;
and the hoisting assembly is arranged at the lower ends of the connecting chains (5) and is used for hoisting the beam slab reinforcement cage.
2. The shoulder pole for hoisting beam slab reinforcement cages according to claim 1, wherein the reinforcement assembly comprises two reinforcement rods (4), the two reinforcement rods (4) are longitudinally and horizontally arranged on the upper portions of the plurality of bearing rods (2) and are respectively close to two end positions of the plurality of bearing rods (2), each reinforcement rod (4) is respectively connected with the plurality of bearing rods (2), a support rod (3) is respectively arranged on the lower portion of each bearing rod (2) close to the two end positions, one end of each support rod (3) is connected with the corresponding bearing rod (2), and the other end of each support rod (3) is connected with the side face of the main beam body (1).
3. Shoulder pole for lifting a beam slab reinforcement cage according to claim 2, characterized in that the angle between the support bar (3) and the corresponding bearing bar (2) is 60 °.
4. The shoulder pole for hoisting beam slab reinforcement cages according to claim 1, wherein the connecting assembly comprises five hanging rings (7), the five hanging rings (7) are arranged on the upper portion of the main beam body (1) and are uniformly arranged along the length direction of the main beam body (1), a first clamping ring (8) is arranged on the upper portion of the hanging ring (7) in the middle, each hanging ring (7) is connected with one end of a steel wire rope (9), and the other ends of the five steel wire ropes (9) are connected with the first clamping ring (8).
5. A shoulder pole for lifting a beam slab reinforcement cage according to claim 1, wherein the lifting assembly comprises a plurality of lifting hooks (6), a plurality of the lifting hooks (6) are respectively arranged at the lower ends of a plurality of connecting chains (5), and each lifting hook (6) is connected with the lower end of the corresponding connecting chain (5).
6. The carrying pole for hoisting the beam slab reinforcement cage according to claim 1, wherein a plurality of second clamping rings (10) are respectively arranged at the lower part of each bearing rod (2) close to two ends, and the upper end of each connecting chain (5) is detachably connected with one of the second clamping rings (10).
7. A shoulder pole for lifting a beam slab reinforcement cage according to claim 1, wherein both ends of each of the bearing bars (2) are bent upward to form a U-shaped structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320873759.5U CN219239012U (en) | 2023-04-18 | 2023-04-18 | Shoulder pole for hoisting beam slab reinforcement cage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320873759.5U CN219239012U (en) | 2023-04-18 | 2023-04-18 | Shoulder pole for hoisting beam slab reinforcement cage |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219239012U true CN219239012U (en) | 2023-06-23 |
Family
ID=86849434
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320873759.5U Active CN219239012U (en) | 2023-04-18 | 2023-04-18 | Shoulder pole for hoisting beam slab reinforcement cage |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219239012U (en) |
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2023
- 2023-04-18 CN CN202320873759.5U patent/CN219239012U/en active Active
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