CN218933239U

CN218933239U - Perpendicularity controller of tower crane high pile cap level gauge column foundation

Info

Publication number: CN218933239U
Application number: CN202222706120.6U
Authority: CN
Inventors: 章立昌; 刘成; 乐详; 王一辰; 任宇; 杨雨龙
Original assignee: Camce Wuda Design Group Co ltd; China Construction Third Engineering Bureau General Contracting Construction Co ltd; China Construction Third Bureau Construction Engineering Co Ltd
Current assignee: Camce Wuda Design Group Co ltd; China Construction Third Engineering Bureau General Contracting Construction Co ltd; China Construction Third Bureau Group Co Ltd
Priority date: 2022-10-12
Filing date: 2022-10-12
Publication date: 2023-04-28
Anticipated expiration: 2032-10-12

Abstract

The utility model provides a perpendicularity controller of a tower crane high pile cap level gauge column foundation, which comprises a fixed base, wherein an automatic adjusting rod is fixedly connected to the bottom of the fixed base, a gasket is fixedly connected to the bottom of the automatic adjusting rod, a measuring support plate is fixedly connected to the upper surface of the fixed base, an adjusting cylinder and a positioning device are fixedly connected to the side wall of the measuring support plate, a scale rod is fixedly connected to the movable end of the adjusting cylinder, a leveling plate is fixedly connected to one end, far away from the adjusting cylinder, of the scale rod, a vertical guiding rule is arranged at the top of the leveling plate, and an adjusting rod is fixedly connected to the movable end of the positioning device. Through reasonable structural design for more convenient and fast in the use can satisfy quick requirement to high pile cap spirit level post location, avoids the back skew of putting down, guarantees to lay straightness and horizontal position, guarantees construction quality.

Description

Perpendicularity controller of tower crane high pile cap level gauge column foundation

Technical Field

The utility model relates to the technical field of building construction, in particular to a perpendicularity controller of a tower crane high-pile cap level gauge column foundation.

Background

At present, urban construction often meets a narrow-field working condition, and a tower crane usually uses a high-pile bearing platform foundation to fully utilize a limited space. Compared with lattice columns, the steel pipe column foundation has the advantages of quick construction, good integrity and safety, quick installation and the like, and is very beneficial to construction and production progress and node construction period. However, the length is long, the weight is large, and the installation verticality of the steel pipe column is one of the key points that needs to be controlled in a key way during construction.

Disclosure of Invention

(one) solving the technical problems

Aiming at the defects of the prior art, the utility model provides a perpendicularity controller of a tower crane high-pile cap level gauge column foundation, which solves the problems that in the field of building construction, the operation is complex when the perpendicularity of a steel pipe column is positioned, the working strength is increased, and the working efficiency is reduced during construction.

(II) technical scheme

In order to achieve the above purpose, the utility model is realized by the following technical scheme: the utility model provides a perpendicularity controller of tower crane high pile cap spirit level column foundation, includes unable adjustment base, unable adjustment base's bottom fixedly connected with automatically regulated pole, automatically regulated pole's bottom fixedly connected with gasket, unable adjustment base's last fixedly connected with measures the extension board, measure the lateral wall fixedly connected with adjusting cylinder and positioner of extension board, adjusting cylinder's active end fixedly connected with scale pole, adjusting cylinder's one end fixedly connected with leveling plate is kept away from to the scale pole, leveling plate's top is provided with perpendicular guiding rule, positioner's active end fixedly connected with adjusts the pole, adjusting pole is kept away from positioner's one end fixedly connected with positioning gasket, unable adjustment base's upper surface and the outside that is located the measurement extension board are provided with the spirit level, the through-hole has been seted up on unable adjustment base's surface.

The number of the automatic adjusting rods is four, and the positions of the automatic adjusting rods are uniformly distributed at the four corners of the bottom of the fixed base.

The surface of gasket has seted up the locating hole, the gasket passes through locating hole fixing device through rag bolt.

The outer surface of scale pole is provided with the scale marking, the lateral wall of leveling board is provided with the cushion.

The number of the measuring support plates is four, and the measuring support plates are uniformly distributed on four sides of the upper surface of the fixed base and close to the center.

The shape of the leveling plate is divided into a diamond plate and a template plate provided with a guide groove, different plate types are installed between adjacent leveling plates, and two ends of the diamond plate extend to the inside of the guide groove.

The number of the positioning devices is eight, the positions of the positioning devices are uniformly distributed on the side wall of each measuring support plate and close to the top, and the positioning devices are fixedly connected with the measuring support plates through bolts.

The upper surface of leveling plate has offered a plurality of screw holes, perpendicular guiding ruler passes through bolt and screw hole fixed connection.

The number of the level meters is multiple, and the positions of the level meters are uniformly distributed around the upper surface of the fixed base and correspond to the positions of the measuring support plates.

Working principle: when the steel pipe column needs to be constructed, the device is placed at a construction hole site, a constructor measures the steel pipe column so that the center of a through hole 15 of the device and the center of the construction hole site are at the same standard, and then the automatic adjusting rod 2 is started to fix the base

1, when the bubble in all levels 14 that wait fixed base 1 surface to set up is placed in the middle, show that fixed base 1 adjusts and accomplishes, then make it be located same point with the benchmark at the fine setting center, afterwards use rag bolt to run through the locating hole 4 that gasket 3 surface was seted up with the device, then at the internally mounted steel reinforcement cage in construction vacancy, use the crane to hoist up the steel-pipe column after the steel reinforcement cage is installed, then with steel-pipe column vertical through-hole 15 and steel reinforcement cage, place the inside at the construction hole site, afterwards start adjusting cylinder 6, adjusting cylinder 6 promotes the setting plate 9 through graduated flask 8 and moves, graduated flask 8 guarantees through the graduated flask that sets up on its surface that the motion feed amount is the same at the motion in-process, finally make setting plate 9 support the steel-pipe column, then pass through the bolt mounting in the top of setting plate 9 with perpendicular guiding ruler 16, make the position of perpendicular guiding ruler 16 and the parallel alignment of steel-pipe column piece, install the four corners department of steel-pipe column respectively with perpendicular guiding ruler 16, set up eight altogether, each side each two respectively, then observe each perpendicular guiding ruler 16 and the device when the side of adjusting rod 7 is located the device is located to the opposite sides when the device is adjusted to the shrinkage requirement of the vertical guiding ruler 7, then, when the device is adjusted to the shrinkage requirement of the device is moved to the side between the vertical guiding ruler is moved, and the vertical guiding ruler is adjusted, the setting device is removed, and the device can be removed, when the vertical positioning device is relatively poor, and the vertical positioning device is adjusted, and the vertical positioning device is then is adjusted, and the device is required to be adjusted, and the vertical device is adjusted, and is adjusted.

(III) beneficial effects

The utility model provides a perpendicularity controller of a tower crane high pile cap level gauge column foundation. The beneficial effects are as follows:

1. the whole device is convenient to disassemble and assemble, is more convenient and quick to use, can meet the rapid requirement on positioning the steel pipe column, and further improves the construction efficiency so as to facilitate smooth work.

2. The levelness of the device can be quickly positioned through the level gauge arranged on the surface of the automatic adjusting rod and the surface of the fixed base, so that the complex process of manually positioning the levelness of the device through multiple procedures is omitted, and the working strength of workers is further reduced.

Drawings

FIG. 1 is a schematic diagram of the structure of the present utility model;

FIG. 2 is a top view of the structure of the present utility model;

FIG. 3 is a schematic view of a structure of a leveling plate according to the present utility model;

FIG. 4 is a schematic view of another embodiment of the leveling plate of the present utility model;

FIG. 5 is an enlarged view of a portion of FIG. 1-A in accordance with the present utility model.

1, fixing a base; 2. automatic adjusting rod; 3. a gasket; 4. positioning holes; 5. supporting the upright rod; 6. adjusting a cylinder; 7. a positioning device; 8. a scale bar; 9. leveling plates; 10. buffering cushion blocks; 11. an adjusting rod; 12. positioning a gasket; 13. a guide groove; 14. a level gauge; 15. a through hole; 16. and (5) a vertical guiding ruler.

Detailed Description

The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.

Examples of the embodiments

As shown in fig. 1-5, the embodiment of the utility model provides a perpendicularity controller of a tower crane high pile cap level gauge column foundation, which comprises a fixed base 1, wherein an automatic adjusting rod 2 is fixedly connected to the bottom of the fixed base 1 and used for adjusting the levelness of a device, a gasket 3 is fixedly connected to the bottom of the automatic adjusting rod 2, a measuring support plate 5 is fixedly connected to the upper surface of the fixed base 1, an adjusting cylinder 6 and a positioning device 7 are fixedly connected to the side wall of the measuring support plate 5, a scale rod 8 is fixedly connected to the movable end of the adjusting cylinder 6 and used for pushing the leveling plate 9, one end of the scale rod 8, which is far away from the adjusting cylinder 6, is fixedly connected with the leveling plate 9 and used for abutting against a steel pipe column, a vertical guiding rule 16 is arranged at the top of the leveling plate 9 and used for observing the perpendicularity of the steel pipe column, an adjusting rod 11 is fixedly connected to the movable end of the positioning device 7 and used for pushing a positioning gasket 12 to move, one end of the adjusting rod 11, which is far away from the positioning gasket 12 is fixedly connected to the upper surface of the positioning device 7 and is positioned on the outer side of the measuring support plate 5, a level gauge 14 is arranged on the upper surface of the fixed base 1, a through hole 15 is arranged on the surface of the fixed base 1, which is convenient for placing the steel pipe column into.

The number of the automatic adjusting rods 2 is four, and the positions of the automatic adjusting rods 2 are uniformly distributed at the four corners of the bottom of the fixed base 1.

The locating hole 4 has been seted up on the surface of gasket 3, and the gasket 3 runs through locating hole 4 fixing device through rag bolt.

The outer surface of the scale rod 8 is provided with scale marks, so that the feeding amount of each scale rod 8 is guaranteed to be the same, and the side wall of the leveling plate 9 is provided with a buffer cushion block 10, so that the protection effect is achieved to a certain extent.

The number of the measuring support plates 5 is four, the measuring support plates 5 are uniformly distributed on the four sides of the upper surface of the fixed base 1 and are close to the center, and the device is convenient to accurately measure the verticality of the steel pipe column during use.

The shape of the leveling plate 9 is divided into a diamond plate and a template plate provided with a guide groove 13, different plate types are installed between adjacent leveling plates 9, and two ends of the diamond plate extend to the inside of the guide groove 13, so that the movement of the leveling plate 9 is not influenced by the leveling plate 9 between the adjacent leveling plates.

The number of the positioning devices 7 is eight, the positions of the positioning devices 7 are uniformly distributed on the side walls of the measuring support plates 5 and close to the tops of the measuring support plates, and the positioning devices 7 are fixedly connected with the measuring support plates 5 through bolts, so that the requirements for adjusting all angles of the steel pipe columns are met.

The upper surface of the leveling plate 9 is provided with a plurality of threaded holes, and the vertical guiding ruler 16 is fixedly connected with the threaded holes through bolts, so that the position of the vertical guiding ruler 16 can be changed conveniently according to the size of the steel pipe column.

The number of the level gauges 14 is multiple, the positions of the level gauges 14 are uniformly distributed around the upper surface of the fixed base 1 and correspond to the positions of the measuring support plates 5, and the overall levelness requirement of the device is guaranteed.

Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.

Claims

1. The utility model provides a straightness controller that hangs down of tower crane high pile platform spirit level column foundation, includes fixed base (1), its characterized in that: the automatic adjusting device is characterized in that the bottom of the fixed base (1) is fixedly connected with the automatic adjusting rod (2), the bottom of the automatic adjusting rod (2) is fixedly connected with the gasket (3), the upper surface of the fixed base (1) is fixedly connected with the measuring support plate (5), the side wall of the measuring support plate (5) is fixedly connected with the adjusting cylinder (6) and the positioning device (7), the movable end of the adjusting cylinder (6) is fixedly connected with the scale rod (8), the scale rod (8) is far away from one end of the adjusting cylinder (6) and is fixedly connected with the leveling plate (9), the top of the leveling plate (9) is provided with the vertical guiding ruler (16), the movable end of the positioning device (7) is fixedly connected with the adjusting rod (11), one end of the adjusting rod (11) far away from the positioning device (7) is fixedly connected with the positioning gasket (12), the upper surface of the fixed base (1) is provided with the level gauge (14) and the outer side of the measuring support plate (5), and the surface of the fixed base (1) is provided with the through hole (15).

2. The perpendicularity controller of a tower crane high pile cap level gauge column foundation according to claim 1, wherein: the number of the automatic adjusting rods (2) is four, and the positions of the automatic adjusting rods (2) are uniformly distributed at the four corners of the bottom of the fixed base (1).

3. The perpendicularity controller of a tower crane high pile cap level gauge column foundation according to claim 1, wherein: positioning holes (4) are formed in the surface of the gasket (3), and the gasket (3) penetrates through the positioning holes (4) through anchor bolts to fix the device.

4. The perpendicularity controller of a tower crane high pile cap level gauge column foundation according to claim 1, wherein: the outer surface of the scale rod (8) is provided with scale marks, and the side wall of the leveling plate (9) is provided with a buffer cushion block (10).

5. The perpendicularity controller of a tower crane high pile cap level gauge column foundation according to claim 1, wherein: the number of the measuring support plates (5) is four, and the measuring support plates (5) are uniformly distributed on four sides of the upper surface of the fixed base (1) and are close to the center.

6. The perpendicularity controller of a tower crane high pile cap level gauge column foundation according to claim 1, wherein: the shape of the leveling plate (9) is divided into a diamond plate and a construction plate provided with a guide groove (13), different plate types are arranged between adjacent leveling plates (9), and two ends of the diamond plate extend to the inside of the guide groove (13).

7. The perpendicularity controller of a tower crane high pile cap level gauge column foundation according to claim 1, wherein: the number of the positioning devices (7) is eight, the positions of the positioning devices (7) are uniformly distributed on the side wall of each measuring support plate (5) and close to the top, and the positioning devices (7) are fixedly connected with the measuring support plates (5) through bolts.

8. The perpendicularity controller of a tower crane high pile cap level gauge column foundation according to claim 1, wherein: the upper surface of the leveling plate (9) is provided with a plurality of threaded holes, and the vertical guiding ruler (16) is fixedly connected with the threaded holes through bolts.

9. The perpendicularity controller of a tower crane high pile cap level gauge column foundation according to claim 1, wherein: the number of the level meters (14) is multiple, and the positions of the level meters (14) are uniformly distributed around the upper surface of the fixed base (1) and correspond to the positions of the measuring support plates (5).