CN217921014U - Verticality control device for reinforcement cage of long spiral pressure-grouting pile - Google Patents
Verticality control device for reinforcement cage of long spiral pressure-grouting pile Download PDFInfo
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- CN217921014U CN217921014U CN202221711325.7U CN202221711325U CN217921014U CN 217921014 U CN217921014 U CN 217921014U CN 202221711325 U CN202221711325 U CN 202221711325U CN 217921014 U CN217921014 U CN 217921014U
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- steel wire
- steel
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- 230000002787 reinforcement Effects 0.000 title claims abstract description 66
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 85
- 239000010959 steel Substances 0.000 claims abstract description 85
- 238000005452 bending Methods 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 3
- 238000009434 installation Methods 0.000 abstract description 8
- 238000012423 maintenance Methods 0.000 abstract description 3
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 238000012986 modification Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 238000002360 preparation method Methods 0.000 description 2
- 238000003825 pressing Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
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Abstract
The utility model provides a verticality control device for a reinforcement cage of a long spiral pressure-grouting pile, which comprises a base, a lifting ring, a lifting hook and a hoisting steel wire rope, wherein the base is of a circular structure; the hoisting rings are uniformly arranged on the circumference of the base and are used for connecting hoisting steel wire ropes; the lifting hooks are uniformly arranged on the circumferential direction of the base and are positioned at the bottom of the base, and the lifting hooks are used for connecting the reinforcement cage; one ends of a plurality of hoisting steel wire ropes are connected together, the other ends of the hoisting steel wire ropes are correspondingly connected to the hoisting rings respectively, and the hoisting steel wire ropes are the same in length; the utility model provides a long spiral is pressed and is irritated stake steel reinforcement cage straightness controlling means that hangs down can be used for observing the perpendicular installation of steel reinforcement cage, and its structure makes things convenient for, and the cost of manufacture is lower, does not need the special messenger to survey, on-the-spot installer operation can, need not erect and not fragile, easy maintenance.
Description
Technical Field
The utility model belongs to the technical field of steel reinforcement cage straightness controlling means that hangs down, concretely relates to pile steel reinforcement cage straightness controlling means is irritated to long spiral pressure.
Background
The long spiral pressure filling pile is constructed and installed with a steel reinforcement cage, a measuring instrument is needed to observe the verticality of the steel reinforcement cage in the process of inserting the steel reinforcement after hoisting, and the measuring instrument is needed to observe the steel reinforcement cage in different directions; the existing engineering management has no special hoisting tool, most of the existing engineering management directly adopts a steel wire rope to directly start hoisting after being bound on a steel reinforcement cage, the hoisting is simple and random, but the steel reinforcement cage is not uniformly stressed, a special measuring instrument needs to be erected for observation, particularly, the field is limited when the steel reinforcement cage works in the field, the climate influence is large, and the measuring instrument is inconvenient to use and carry.
Based on the technical problems existing in the observation of the installation verticality of the steel reinforcement cage, no related solution is provided; there is therefore a pressing need to find effective solutions to the above problems.
SUMMERY OF THE UTILITY MODEL
The utility model aims at the weak point that exists among the above-mentioned technique, provide a long spiral is pressed and is irritated stake steel reinforcement cage straightness controlling means that hangs down, aim at solving the problem that current steel reinforcement cage installation hangs down the survey.
The utility model provides a verticality control device for a reinforcement cage of a long spiral pressure-grouting pile, which comprises a base, a hoisting ring, a hoisting hook and a hoisting steel wire rope, wherein the base is of a circular structure; the hoisting rings are uniformly arranged on the circumference of the base and are used for connecting hoisting steel wire ropes; the lifting hooks are uniformly arranged on the circumferential direction of the base and are positioned at the bottom of the base, and the lifting hooks are used for connecting the reinforcement cage; one ends of a plurality of hoisting steel wire ropes are connected together, the other ends of the hoisting steel wire ropes are correspondingly connected to the hoisting rings respectively, and the hoisting steel wire ropes are the same in length.
Furthermore, a reinforcement cage stiffening hoop is arranged on the reinforcement cage, and the reinforcement cage stiffening hoop is horizontally arranged on the reinforcement cage; each lifting hook can evenly collude on the steel reinforcement cage hoop of putting more energy into.
Further, the base is a circular steel frame structure formed by welding a plurality of steel bars.
Furthermore, rings are U-shaped steel bar structures, and the steel bar structures are welded and fixed on the side faces of the base and protrude out of the upper end face of the base.
Furthermore, the lifting hook is of a steel bar bending structure, and one end of the lifting hook is welded and fixed on the side face of the base and protrudes out of the bottom face of the base.
Furthermore, the hoisting steel wire rope comprises four hoisting rings, the four hoisting steel wire ropes are fixedly connected to the circumferential direction of the base, and one end of each hoisting steel wire rope is correspondingly connected with one hoisting ring.
Further, the lifting hook includes four, and four lifting hooks fixed connection are in the circumference of base.
Furthermore, each lifting hook is positioned at the middle position of two adjacent lifting rings
The utility model provides a long spiral is pressed and is irritated stake steel reinforcement cage straightness controlling means that hangs down can be used for observing the perpendicular installation of steel reinforcement cage, and its structure makes things convenient for, and the cost of manufacture is lower, does not need the special messenger to survey, and the operation of on-the-spot installer can, need not erect and not fragile, easy maintenance.
Drawings
The present invention will be described in further detail with reference to the accompanying drawings and specific embodiments.
The present invention will be further explained with reference to the accompanying drawings:
fig. 1 is a perspective view of the perpendicularity control device for the steel reinforcement cage of the long spiral press-grouting pile of the present invention;
fig. 2 is a front view of the verticality control device of the long spiral pressure-grouting pile reinforcement cage of the present invention;
fig. 3 is a top view of the device for controlling the verticality of the steel reinforcement cage of the long spiral grouting pile of the present invention;
fig. 4 is a schematic view of the use state of the device for controlling the verticality of the steel reinforcement cage of the long spiral grouting pile of the present invention.
In the figure: 1. a base; 2. a hoisting ring; 3. a hook; 4. hoisting a steel wire rope; 5. a reinforcement cage; 6. a reinforcing cage stiffening hoop.
Detailed Description
In order to make the technical problem, technical solution and advantageous effects to be solved by the present invention more clearly understood, the following description is given in conjunction with the accompanying drawings and embodiments to illustrate the present invention in further detail. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
It will be understood that when an element is referred to as being "secured to" or "disposed on" another element, it can be directly on the other element or be indirectly on the other element. When an element is referred to as being "connected to" another element, it can be directly connected to the other element or be indirectly connected to the other element.
Furthermore, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of the present invention, "a plurality" means two or more unless specifically limited otherwise. The meaning of "a number" is one or more unless specifically limited otherwise.
In the description of the present invention, it is to be understood that the terms "upper", "lower", "front", "rear", "left", "right", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed in a specific orientation, and be operated, and thus, should not be construed as limiting the present invention.
In the description of the present invention, it should be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected" and "connected" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; either directly or indirectly through intervening media, either internally or in any other relationship. The specific meaning of the above terms in the present invention can be understood according to specific situations by those skilled in the art.
As shown in fig. 1 to 4, the utility model provides a verticality control device for a long spiral grouting pile reinforcement cage, which is used for assisting the observation of the verticality of the installation of the reinforcement cage; the verticality control device comprises a base 1, a lifting ring 2, a lifting hook 3 and a lifting steel wire rope 4, wherein the base 1 is of a circular structure; the hoisting rings 2 are uniformly arranged in the circumferential direction of the base 1 and are used for connecting hoisting steel wire ropes 4; the lifting hooks 3 are uniformly arranged in the circumferential direction of the base 1 and are positioned at the bottom of the base 1, and the lifting hooks 3 are used for connecting a reinforcement cage 5; one ends of a plurality of hoisting steel wire ropes 4 are connected together, the other ends of the hoisting steel wire ropes 4 are respectively and correspondingly connected to the hoisting rings 2, and the lengths of the hoisting steel wire ropes 4 are the same; the utility model provides a stake steel reinforcement cage straightness controlling means that hangs down is pressed to long spiral all can adopt the surplus leftover bits preparation of stake steel reinforcement cage processing of pressing to irrigate to long spiral, and the preparation is got the material comparatively easily, and the cost is lower, and the perpendicular installation of steel reinforcement cage is surveyd to fungible measuring instrument simultaneously, follows with the system and follows with, can effectively solve the urgent need of the perpendicular installation of steel reinforcement cage in the construction.
Preferably, in combination with the above scheme, as shown in fig. 1 to 4, a reinforcement cage stiffening hoop 6 is arranged on the reinforcement cage 5, and the reinforcement cage stiffening hoop 6 is horizontally arranged on the reinforcement cage 5; specifically, a reinforcement cage stiffening hoop 6 is welded and fixed on a reinforcement cage 5; and each lifting hook 3 can evenly collude on steel reinforcement cage stiffening hoop 6 to hoist and mount and observe.
Preferably, in combination with the above solutions, as shown in fig. 1 to 4, the base 1 is a circular steel frame structure formed by welding a plurality of steel bars; specifically, a quadrilateral frame structure is symmetrically connected to the circular steel frame structure and used for balancing the supporting base 1.
Preferably, with the above scheme, as shown in fig. 1 to 4, the hanging ring 2 is a U-shaped steel bar structure, and the steel bar structure is welded and fixed on the side surface of the base 1 and protrudes from the upper end surface of the base 1, so that the hanging is convenient.
Preferably, with the above scheme, as shown in fig. 1 to 4, the hook 3 is a steel bar bending structure, and one end of the hook 3 is welded and fixed on the side surface of the foundation 1 and protrudes out of the bottom surface of the foundation 1, so as to conveniently hook the reinforcement hoop 6 of the steel bar cage.
Preferably, with reference to the above scheme, as shown in fig. 1 to 4, the number of the hoisting rings 2 is four, the number of the hoisting steel wire ropes 4 is four, the four hoisting rings 2 are fixedly connected to the circumferential direction of the base 1, and one end of each hoisting steel wire rope 4 is correspondingly connected to one hoisting ring 2.
Preferably, in combination with the above solution, as shown in fig. 1 to 4, the hooks 3 comprise four hooks 3, and the four hooks 3 are fixedly connected to the circumferential direction of the base 1.
Preferably, in combination with the above solution, as shown in fig. 1 to 4, each hook 3 is located at a middle position between two adjacent hanging rings 2, so that the reinforcement cage 5 can be hoisted and hooked in a balanced manner.
With the above technical scheme in mind, as shown in fig. 4, the utility model provides a long spiral is pressed and is irritated stake steel reinforcement cage straightness controlling means that hangs down specifically does the use: the hoisting mechanical equipment utilizes a hoisting steel wire rope to connect with a hoisting ring of the verticality control device, a lifting hook of the verticality control device is fixed on a reinforcing hoop of the steel reinforcement cage, the steel reinforcement cage is hoisted to be separated from the ground, the steel reinforcement cage is naturally vertical to the ground, and then the steel reinforcement cage is slowly placed into a pile hole.
The utility model provides a long spiral is pressed and is irritated stake steel reinforcement cage straightness controlling means that hangs down can be used for observing the perpendicular installation of steel reinforcement cage, and its structure makes things convenient for, and the cost of manufacture is lower, does not need the special messenger to survey, and the operation of on-the-spot installer can, need not erect and not fragile, easy maintenance.
The foregoing is merely a preferred embodiment of the invention and is not intended to limit the invention in any way. The technical solutions of the present invention can be used by anyone skilled in the art to make many possible variations and modifications, or to modify equivalent embodiments, without departing from the scope of the invention. Therefore, any modification, equivalent change and modification made to the above embodiments according to the technology of the present invention all belong to the protection scope of the present technical solution, without departing from the contents of the technical solution of the present invention.
Claims (8)
1. The verticality control device for the reinforcement cage of the long spiral grouting pile is characterized by comprising a base (1), a hoisting ring (2), a lifting hook (3) and a hoisting steel wire rope (4), wherein the base (1) is of a circular structure; the lifting rings (2) are uniformly arranged in the circumferential direction of the base (1) and are used for connecting the hoisting steel wire ropes (4); the lifting hooks (3) are uniformly arranged on the circumferential direction of the base (1) and are positioned at the bottom of the base (1), and the lifting hooks (3) are used for connecting a reinforcement cage (5); one ends of the hoisting steel wire ropes (4) are connected together, the other ends of the hoisting steel wire ropes (4) are correspondingly connected to the hoisting rings (2), and the hoisting steel wire ropes (4) are the same in length.
2. The device for controlling the verticality of the steel reinforcement cage of a long spiral grouting pile according to claim 1, wherein a steel reinforcement cage stiffening hoop (6) is arranged on the steel reinforcement cage (5), and the steel reinforcement cage stiffening hoop (6) is horizontally arranged on the steel reinforcement cage (5); each lifting hook (3) can be uniformly hooked on the reinforcement cage stiffening hoop (6).
3. The device for controlling the verticality of a long spiral grouting pile reinforcement cage according to claim 1, wherein the base (1) is a circular steel frame structure formed by welding a plurality of steel bars.
4. The device for controlling the verticality of the long spiral grouting pile cage according to claim 1, wherein the hoisting ring (2) is a U-shaped steel bar structure, and the steel bar structure is welded and fixed on the side surface of the base (1) and protrudes from the upper end surface of the base (1).
5. The device for controlling the verticality of the steel reinforcement cage of the long spiral grouting pile according to claim 1, wherein the lifting hook (3) is of a steel bar bending structure, and one end of the lifting hook (3) is welded and fixed on the side surface of the base (1) and protrudes out of the bottom surface of the base (1).
6. The device for controlling the verticality of a long spiral grouting pile reinforcement cage according to claim 1, wherein the hoisting rings (2) comprise four hoisting steel wire ropes (4), the four hoisting rings (2) are fixedly connected to the base (1) in the circumferential direction, and one end of each hoisting steel wire rope (4) is correspondingly connected to one hoisting ring (2).
7. The device for controlling the verticality of a long spiral pipe pile cage according to claim 6, wherein the number of the hooks (3) is four, and four hooks (3) are fixedly connected to the circumference of the base (1).
8. The device for controlling the verticality of a long spiral cast-in-place pile cage according to claim 7, wherein each of the hooks (3) is located at a position intermediate between two adjacent hoisting rings (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221711325.7U CN217921014U (en) | 2022-07-05 | 2022-07-05 | Verticality control device for reinforcement cage of long spiral pressure-grouting pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221711325.7U CN217921014U (en) | 2022-07-05 | 2022-07-05 | Verticality control device for reinforcement cage of long spiral pressure-grouting pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217921014U true CN217921014U (en) | 2022-11-29 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221711325.7U Active CN217921014U (en) | 2022-07-05 | 2022-07-05 | Verticality control device for reinforcement cage of long spiral pressure-grouting pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217921014U (en) |
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2022
- 2022-07-05 CN CN202221711325.7U patent/CN217921014U/en active Active
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