CN204529166U - A kind of circulating water Weighting system for single movable-arm floor mast - Google Patents

Abstract

The utility model provides a flowing water counterweight system for a single boom landing pole. The flowing water counterweight system includes: a hydraulic jacking machine, a small water tank, a water pipe and a counterweight water tank, a hydraulic jacking machine and a small water tank Set on the slewing assembly of the holding pole, the counterweight water tank is set at the tail of the balance arm of the holding pole, the small water tank and the counterweight water tank are respectively provided with a small water tank sealing cover and a counterweight water tank sealing cover, the small water tank sealing cover and the hydraulic jacking The push rod of the machine is connected, and the water pipe is connected between the small water tank and the counterweight water tank. Compared with the prior art, the flowing water counterweight system for the single boom landing pole provided by the utility model can improve the stress condition of the single boom landing pole, improve the lifting capacity of the pole or at the same Under heavy capacity, the section size and weight of the shaft are reduced to better meet the needs of UHV transmission line tower assembly.

Description

A flowing water counterweight system for a single boom landing pole

technical field

The utility model relates to a counterweight system for a single boom landing pole, in particular to a flowing water counterweight system for a single boom landing pole.

Background technique

The holding pole is an important special lifting equipment in the construction of the tower of the transmission line project. With the increase of the voltage level of the transmission line, the weight and height of the transmission tower continue to increase, and the difficulty of the construction of the tower increases accordingly. The construction of the conventional lifting equipment is difficult and the work efficiency is low. Therefore, the design and optimization of large-scale landing poles is an important research content of construction design.

The single boom landing pole SXD50 is based on the construction tower crane, aiming at the characteristics and requirements of the construction of the UHV transmission line tower, drawing on the advantages of the double flat arm (double rocker arm) landing pole, and giving full play to the tower crane Designed and developed based on unique hoisting features and advantages. The single-boom landing pole stands in the center of the iron tower and is softly attached to the iron tower. The tower material is placed in place through the pitch and rotation of the single boom. Its maximum working height is 150m, the maximum working range is 20m, the lifting weight at the tip is 2.5t, and the maximum lifting capacity is 4t. After the construction of the iron tower is completed, the pole can be automatically disassembled from the window at the top of the iron tower within the range of 3.4m square. It is a special equipment that is very suitable for the erection of the iron tower.

The single boom landing pole adopts a fixed counterweight, which is installed at the end of the balance arm. After the counterweight is determined, no matter how the working range of the landing pole and the lifting weight change, the backward bending moment of the counterweight on the pole body always maintains a certain value. Therefore, the shaft must be able to withstand the maximum forward tilt moment at the maximum amplitude of the full load and the maximum backward tilt moment at the minimum amplitude of the unloaded shaft. Obviously, the design of the shaft in this case is not economical enough, resulting in a larger section size of the shaft, which increases the weight of the whole machine. For UHV projects that are often constructed in harsh terrains such as mountains, the increase in the weight of the complete machine means an increase in the workload of material transportation, loading and unloading. Therefore, the lightweight and intelligent design of the pole has very practical significance.

For the jib tower crane and the holding pole, it can significantly improve the force condition of the tower body. The method to reduce the cross-sectional size and weight of the tower body is to adopt the mobile counterweight technology, that is, when the boom works to generate a forward moment, the movement of the counterweight produces The equal backward bending moment minimizes the bending moment on the tower body.

At present, the mobile counterweight methods adopted by the luffing jib tower crane are as follows:

1. The crank slider mechanism is used to realize the self-adaptive adjustment of the counterweight;

2. Use the 4-link mechanism to make the suspended counterweight swing back and forth;

3. The counterweight is moved by the method of reciprocating and reciprocating wire rope pulling;

4. The counterweight moves along the balance arm under the traction of the independent traction system, and the position of the counterweight can be adjusted at any time.

However, the above four schemes have the following disadvantages: the designed counterweight movement is only synchronized with the amplitude of the boom, that is, when the working range of the boom remains unchanged and the hoisting weight is increased, the resulting forward tilting moment cannot be matched. Balanced by the recoil moment generated by the weight. Therefore, the tower body still needs to bear a large bending moment, and the purpose of reducing the cross-sectional size of the tower body cannot be achieved.

In addition, due to the existence of auxiliary structures such as link mechanisms or linkage devices, the boom and balance arm cannot meet the requirements of the tower crane to be folded into the pole head and removed from the center of the tower after construction is completed.

Therefore, according to the characteristics of the pole-holding operation in the construction of transmission line towers, a more concise and applicable movable counterweight scheme is designed, so that it can not only achieve the expected lifting capacity, but also greatly reduce the weight of the whole machine. Issues that urgently need to be studied in engineering construction.

Utility model content

In order to solve the above problems, the utility model provides a flowing water counterweight system for a single boom landing pole, which can improve the stress condition of the single boom landing pole, improve the lifting capacity of the pole or the same Under the lifting capacity, the cross-sectional size and weight of the mast body are reduced, which better meets the needs of UHV transmission line tower assembly.

The purpose of this utility model is to adopt following technical scheme to realize:

The utility model provides a kind of flowing water counterweight system for the single-boom landing holding pole. The improvement is that the flowing water counterweight system 9 includes: a hydraulic jacking machine 91, a small water tank 92, and a water pipe 93 And the counterweight water tank 95, the hydraulic pusher 91 and the small water tank 92 are arranged on the slewing assembly 5 of the pole, the counterweight water tank 95 is arranged at the tail of the balance arm 10 of the pole, the small water tank 92 and A small water tank sealing cover 97 and a counterweight water tank sealing cover 96 are respectively arranged in the counterweight water tank 95, and the small water tank sealing cover 97 is connected with the push rod of the hydraulic pusher 91, and the gap between the small water tank 92 and the counterweight water tank 95 Connected by water pipe 93.

The first preferred technical solution provided by the utility model is that the pole includes a pole foundation 1, a jacking frame 2, a tower body 3, a slewing assembly 5 and a pole head 7 arranged sequentially from bottom to top. The two sides of the slewing assembly 5 are respectively provided with a boom 6 and a balance arm 10 .

The second preferred technical solution provided by the utility model is that the slewing assembly 5 includes a lower support 55, a slewing support 54, an upper support 53, a slewing tower body 52 and a slewing platform 51 arranged sequentially from bottom to top; A pole head 7 is arranged in the middle of the slewing platform 51, and a boom 6 and a balance arm 10 are respectively arranged on both sides.

The third preferred technical solution provided by the utility model is that the small water tanks 92 are symmetrically arranged on both sides of the slewing tower body 52 respectively, and the small water tank sealing covers 97 are vertically arranged inside the small water tank 92 and are arranged horizontally. The push rod of the hydraulic pusher 91 is connected.

The fourth preferred technical solution provided by the utility model is that the hydraulic pushers 91 are arranged in the middle of the revolving tower body 52 in opposite directions, and the push rods are synchronously controlled by the control system to perform horizontal reciprocating motion.

The fifth preferred technical solution provided by the utility model is that the sealing cover 96 of the counterweight water tank is arranged horizontally inside the counterweight water tank 95 , and the top of the counterweight water tank sealing cover 96 is provided with a water tank ballast 94 .

The sixth preferred technical solution provided by the utility model is that the small water tank 92 is connected with the revolving tower body 52 through ear plates.

The seventh preferred technical solution provided by the utility model is that the counterweight water tank 95 is connected to the balance arm 10 through a pin shaft.

The eighth preferred technical solution provided by the utility model is that the slewing platform 51 is further provided with boom luffing mechanisms 8 respectively connected to the boom 6 and the balance arm 10 .

The ninth preferred technical solution provided by the utility model is that the pole also includes a lifting mechanism 11 arranged on the ground and connected with the hook of the boom 6 .

Compared with the closest prior art, the utility model achieves the following beneficial effects:

1. The flowing water counterweight system provided by the utility model for the single boom landing pole adopts water counterweight, which is convenient to obtain materials, can be reused, and has little impact on the environment.

2. The flowing water counterweight system provided by the utility model for the single boom landing holding pole has flexible control of counterweight change and small mechanism volume.

3. The flowing water counterweight system for the single boom landing pole provided by the utility model improves the lifting capacity of the single boom landing pole, reduces the cross-sectional size and weight of the pole body, and facilitates the landing of the pole. Installation, disassembly and transportation can improve the construction efficiency in complex terrain such as mountains.

4. The flowing water counterweight system provided by the utility model for the single boom landing pole has a simple structure, is easy to control, has high precision, and is safe and reliable.

Description of drawings

Figure 1: Schematic diagram of the structure of the single boom landing pole provided by the utility model;

Figure 2: Schematic diagram of the structure of the rotary assembly provided by the utility model;

Figure 3: Schematic diagram of the structure of the flowing water counterweight system provided by the utility model;

Fig. 4: Schematic diagram of the structure of the balance arm provided by the utility model;

Among them: 1. Pole foundation; 2. Jacking frame; 3. Tower body; 4. Attachment frame; 5. Rotary assembly; 6. Crane arm; 7. Pole head; 9. Flowing water counterweight system; 10. Balance arm; 11. Lifting mechanism; 51. Rotary platform; 52. Rotary tower body; 53. Upper support; 54. Slewing support; 55. Lower support; 91. Hydraulic pressure Pusher; 92, small water tank; 93, water pipe; 94, weight of water tank; 95, counterweight water tank; 96, sealing cover of counterweight water tank; 97, sealing cover of small water tank.

Detailed ways

In order to make the above purpose, features and advantages of the utility model more obvious and understandable, the specific implementation of the utility model will be further described in detail below in conjunction with the accompanying drawings.

The flowing water counterweight system used for the single-boom landing pole that this embodiment provides, as shown in Figure 3, the flowing water counterweight system 9 includes a hydraulic pusher 91, a small water tank 92 and a counterweight water tank 95, the small water tank 92 are symmetrically arranged on both sides of the slewing tower body 52 respectively, and the counterweight water tank 95 is arranged at the afterbody of the balance arm 10 . Small water tank 92 interiors are vertically provided with small water tank sealing cover 97, and small water tank sealing cover 97 is vertically connected with the push rod of hydraulic pusher 91. The hydraulic pushers 91 are arranged oppositely in the middle of the slewing tower body 52, and the push rods are synchronously controlled by the control system to perform horizontal reciprocating motion. A counterweight water tank seal cover 96 is arranged horizontally inside the counterweight water tank 95 , and a water tank ballast 94 is set at the top of the counterweight water tank seal cover 96 . The small water tank 92 is connected with the counterweight water tank 94 by a water pipe 93 . The small water tank 92 is connected with the revolving tower body 52 through the ear plate.

The capacity of small water tank 92 is 2m , and width is 1m, and height is 2m. The capacity of counterweight water tank 95 is 4m , and length is 1.5m, and width is 1.8m, and height is 1.5m. The cross-sectional diameter of the water pipe 93 is 0.2 m. The maximum flow rate of water is 0.0583m3/s, which can meet the torque change of 35t.m/min.

The propulsion amount of the hydraulic pusher 91 is controlled by the counterweight control system. The counterweight control system includes an amplitude sensor and a weight sensor respectively arranged on the boom 6, and the amplitude signal value measured by the amplitude sensor and the weight measured by the weight sensor The product of the signal values obtains the real-time forward tilt moment value of the pole, which is input to the PLC for processing, and then the PLC outputs instructions according to the real-time forward tilt torque value to control the hydraulic pusher 91 to push the water in the small water tank 92 to the counterweight water tank 95. The water in the counterweight water tank 95 produces a backward tilting moment value equal to the real-time forward tilting moment value, so that the moment balance of the holding pole can be realized.

As shown in Figure 1, the single boom landing pole includes: pole foundation 1, jacking frame 2, tower body 3, attachment frame 4, slewing assembly 5, boom 6, pole head 7, boom variable Width mechanism 8, flowing water counterweight system 9, balance arm 10, lifting mechanism 11. The pole-holding foundation 1, the jacking frame 2, the tower body 3, the slewing assembly 5 and the pole-holding head 7 are arranged sequentially from bottom to top. 5 and the balance arm 10 are provided with a flowing water counterweight system 9. The hoisting mechanism 11 is arranged on the ground, and the hoisting mechanism 11 is connected with the hook of the boom 6 by a hoisting wire rope, so that the lifting motion control of the suspension hook can be realized. The boom luffing mechanism 8 is arranged on the slewing assembly 5, and the boom luffing mechanism 8 is respectively connected with the boom 6 and the balance arm 10 through steel wire ropes. The slewing assembly 5, the pole holding head 7 and the balance arm 10 are of a lattice structure. The pole-holding head 7 is provided with a limit push rod to ensure that the boom 6 and the balance arm 10 will not collide with the pole-holding head 7 when they are retracted.

The pole-holding foundation 1 is an assembled foundation, and the foundation blocks are connected by wedges, which ensures the tight connection of the foundation blocks and the uniform transmission of force, so as to bear the weight of the pole and the suspended tower parts and the unbalanced moment of the tower body .

The jacking frame 2 is a space truss structure, and is fixedly connected with the pole-holding foundation 1 by bolts. The tower body 3 is located inside the jacking frame 2 . A jacking mechanism composed of a jacking hydraulic oil cylinder, a hydraulic pump station and a jacking control cabinet is installed on the jacking sleeve frame 2 . During the hoisting operation of the single boom on the ground, the jacking frame 2 is not connected to the tower body 3; when the tower body 3 needs to be raised or lowered, the jacking hydraulic cylinder of the jacking frame 2 is connected to the tower body 3, Thereby the tower body 3 can be jacked up.

The tower body 3 is assembled by stacking multiple standard sections. The standard section is a space truss structure, welded by section steel, with a square cross section, and bolts are used to connect adjacent standard sections. During the hoisting operation, the bottom of the tower body 3 and the pole-holding foundation 1 are connected as a whole with a pin shaft, so as to ensure that the force of the single-arm landing pole-holding pole can be transmitted to the pole-holding foundation 1 through the tower body 3; when the tower body 3 is raised or lowered , the tower body 3 can be jacked up by the jacking mechanism, and a new standard section is added from the lower part of the tower body 3 to heighten the tower body 3.

The attachment frame 4 is set on the outer side of the tower body 3, the attachment frame 4 is square, and rollers are installed on the inner side, the rollers are in contact with the main chord of the standard section and roll, and the four corners of the attachment frame 4 are welded with connecting plates on the outer side, which are connected to the iron tower by attaching steel wire ropes. Ensure the stability of the tower crane when raising or lowering the tower body 3.

The boom 6 is a space truss structure, which is assembled by connecting 2 to 3 boom sections through pin shafts. The boom 6 includes boom sections such as a first section, an intermediate section and a tail section, and the boom sections are fixedly connected with pin shafts to form a load-bearing whole. There is a pin shaft hole at the end of the first section, which can be hingedly connected with the slewing assembly 6 by using the pin shaft, so that the boom 6 can go around the hinge point in the vertical plane under the pull of the luffing wire rope of the boom luffing mechanism 8 . Do pitching movements inside. The section of the boom 6 is triangular, mainly comprising an upper chord, a lower chord, a side web and a bottom web.

The wire rope of the jib luffing mechanism 8 is connected to the end of the jib 6 through the top of the pole head 7, and the hoist of the jib luffing mechanism 8 retracts and unwinds the wire rope to realize the pitch luffing of the jib 6. Through the luffing operation of the boom 6, the horizontal position adjustment of the suspended tower part can be realized.

Among them, as shown in Figure 2, the slewing assembly 5 includes a lower support 55, a slewing support 54, an upper support 53, a slewing tower body 52 and a slewing platform 51 which are sequentially arranged from bottom to top; It is connected with the boom 6, the pole head 7 and the balance arm 10. The lower support 55 is fixedly connected with the tower body 3 using bolts. The middle part of the rotary platform 51 is equipped with a pole head 7, and the two sides are respectively provided with a boom 6 and a balance arm 10. It can ensure the rotation of the upper structure such as the boom 6, the pole head 7 and the balance arm 10 under the premise that the tower body 3 does not move, so as to realize the hoisting of the suspended tower parts within the circumference range centered on the tower body 3 in place.

Wherein, as shown in Figure 4, the balance arm 10 is connected with the counterweight water tank 95 by a pin shaft, and the connection between the balance arm 10 and the counterweight water tank 95 is provided with an opening for the counterweight water tank 95 to pass through, so that the counterweight water tank 95 can be moved from The balance arm 10 goes up and down.

This embodiment also provides a method for dismantling the poles after the construction of the tower is completed, including the following steps:

1. Open the water pipe 93, discharge all the water in the counterweight water tank 95 or recycle it into two small water tanks 92, and then seal the counterweight water tank 95;

2. Lift the boom 6 to the maximum angle, connect the outer ear plate of the small water tank 92 on the side of the boom 6 with the hook, remove the pin shaft between the small water tank 92 and the slewing tower body 52, and place the small water tank 92 lowered to the ground;

3. Set a small herringbone pole on the balance arm 10, use the jib luffing mechanism 8 to lift the counterweight water tank 95, remove the connecting pin between the counterweight water tank 95 and the balance arm 10, and pass through the balance arm 10 The opening lowers the counterweight water tank 95 to the ground;

4. Remove the small water tank 2 located on the side of the balance arm 10 with a herringbone pole;

5. Pass the wire rope through the pulley at the tail of the balance arm 10, use the jib luffing mechanism 8 to pull the balance arm 10 up to 90°, and fix it with the pole head 7;

6. Raise the boom 6 to 88.3°, and fix it with the pole head 7;

7. Remove the standard section and complete the removal of the pole.

Finally, it should be noted that the above embodiments are only used to illustrate the technical solutions of the present utility model rather than to limit them. Those of ordinary skill in the art should understand that the specific implementation of the present utility model can be modified or equivalent with reference to the above examples. Replacement, any modification or equivalent replacement that does not depart from the spirit and scope of the present utility model is within the protection scope of the pending claims.

Claims (10)

1. A flowing water counterweight system for a single boom landing pole, characterized in that: the flowing water counterweight system (9) includes: a hydraulic pusher (91), a small water tank (92), a water pipe (93) and the counterweight water tank (95), the hydraulic pusher (91) and the small water tank (92) are arranged on the slewing assembly (5) of the pole, and the counterweight water tank (95) is arranged on the arm Balance arm (10) afterbody of bar, described small water tank (92) and counterweight water tank (95) are respectively provided with small water tank sealing cover (97) and counterweight water tank sealing cover (96), and described small water tank sealing cover ( 97) is connected with the push rod of hydraulic pusher (91), and is connected by water pipe (93) between described small water tank (92) and counterweight water tank (95). 2. The flowing water counterweight system for a single boom landing pole as claimed in claim 1, wherein the pole comprises a pole foundation (1) and a jacking sleeve arranged sequentially from bottom to top frame (2), tower body (3), slewing assembly (5) and pole-holding head (7), and booms (6) and balance arms (10) are respectively arranged on both sides of the slewing assembly (5). 3. The flowing water counterweight system for a single boom landing pole according to claim 2, characterized in that, the slewing assembly (5) includes lower supports (55) arranged sequentially from bottom to top , slewing support (54), upper support (53), slewing tower body (52) and slewing platform (51); the middle part of the slewing platform (51) is provided with a pole head (7), and the two sides are respectively provided with booms ( 6) and the balance arm (10), the slewing platform (51) is respectively connected with the boom (6), the pole holding head (7) and the balance arm (10) through pin shafts. 4. The flowing water counterweight system for single boom landing pole holding pole as claimed in claim 3, characterized in that, the small water tanks (92) are symmetrically arranged on both sides of the slewing tower body (52), so that The small water tank sealing cover (97) is vertically arranged in the inside of the small water tank (92) and connected with the push rod of the horizontally arranged hydraulic pusher (91). 5. The flowing water counterweight system for a single-boom landing pole holding pole according to claim 4, characterized in that, the hydraulic pushers (91) are respectively arranged in reverse in the middle of the slewing tower body (52) , and the push rod is synchronously controlled by the control system to perform horizontal reciprocating motion. 6. The flowing water counterweight system for the single boom landing pole as claimed in claim 1, characterized in that, the counterweight water tank sealing cover (96) is horizontally arranged inside the counterweight water tank (95), so Said counterweight water tank sealing cover (96) top is provided with water tank ballast (94). 7. The flowing water counterweight system for a single boom landing pole according to claim 3, characterized in that, the small water tank (92) is connected to the slewing tower body (52) through lug plates. 8. The flowing water counterweight system for a single boom landing pole according to claim 1, characterized in that, the counterweight water tank (95) is connected to the balance arm (10) through a pin shaft. 9. The flowing water counterweight system for the single boom landing pole as claimed in claim 3, characterized in that, the slewing platform (51) is also provided with the boom (6) and the balance arm respectively. (10) connected boom luffing mechanism (8). 10. The flowing water counterweight system for the single boom landing pole as claimed in claim 2, characterized in that, the pole also includes a hook arranged on the ground with the boom (6) Connected lifting mechanism (11).