CN215330098U

CN215330098U - Iron tower column base differential settlement adjusting device

Info

Publication number: CN215330098U
Application number: CN202121657843.0U
Authority: CN
Inventors: 吴圣林; 宋豪; 丁陈建; 史继彪; 何宝林; 薄鹏雷
Original assignee: Cumt Geotechnical Engineering & New Technology Development Co ltd
Current assignee: Xuzhou Zhongkuang geotechnical Technology Co.,Ltd.
Priority date: 2021-07-21
Filing date: 2021-07-21
Publication date: 2021-12-28
Anticipated expiration: 2031-07-21

Abstract

The utility model discloses an iron tower column base differential settlement adjusting device which comprises a lower supporting column, wherein the adjusting device comprises a fixed column, a fixed column base flange, a plurality of adjusting cushion blocks and a plurality of telescopic oil cylinders, and a plurality of uniformly distributed fixed anchor bolts are fixedly connected inside the fixed column. The utility model can realize that the column base of the iron tower can be quickly lifted and adjusted after the column base of the iron tower is unevenly settled, so that a plurality of column bases of the iron tower are always positioned on the same horizontal plane, thereby keeping the structure stable; the column base has the functions of bearing and resisting pulling, can provide larger jacking force and bear larger pulling resistance in the lifting process of the column base, is convenient to fix after the column base is adjusted to a set height, and keeps long-term and efficient operation; the uneven settlement of the high and large iron tower foundation in the area with large wind power can be effectively adjusted, and the repeated adjustment can be carried out according to the settlement condition.

Description

Iron tower column base differential settlement adjusting device

Technical Field

The utility model belongs to the technical field of column base and foundation transformation of an iron tower, and particularly relates to an uneven settlement adjusting device for an iron tower column base.

Background

The existing signal or power transmission tower structure generally has four tower legs, a step-shaped independent foundation and upright post bearing form is adopted, and the strength, the rigidity and the stability are better. However, in recent years, as the development width and depth of underground space are increased, the foundation of the existing iron tower is settled under peripheral disturbance, and a plurality of iron tower column feet are unevenly settled, so that the structural internal force and deformation of the upper iron tower are increased, and the safe use is affected.

When the iron tower is unevenly settled, the foundation or column base of the iron tower needs to be jacked and adjusted, and the restored elevations are consistent. In certain special cases, such as with continuous underground mining activities, this uneven settling of the tower footers can occur repeatedly over long periods of time. Most of the existing uneven settlement correcting devices for the iron tower aim at small-size iron tower structures, synchronous design and pre-buried construction are needed, and the existing iron tower is difficult to correct. Meanwhile, the large iron tower has long construction period and high construction cost, and is difficult to dismantle and rebuild when uneven settlement occurs. Therefore, the foundation and the tower foot of the existing iron tower need to be modified to a certain extent, and an iron tower column foot underpinning lifting device system is developed at the same time, so that the real-time deviation rectifying requirement of the column foot is met.

At present, jacking underpinning technology is applied to building foundation reconstruction, but is rarely applied to iron tower foundation lifting. Meanwhile, in the uneven settlement treatment engineering of the iron tower, some utility model patents and attempts are also provided, but the iron tower is mainly a pre-embedded device, and the iron tower is not yet popularized and applied in the actual engineering.

In the utility model patent of grant publication No. CN106703091B, entitled "deviation correcting device is subsided to transmission tower is inhomogeneous", a deviation correcting device is subsided to transmission tower is disclosed. The lower end of the cylinder body is fixedly connected with a concrete foundation, the upper end of a toothed column which is arranged in the cylinder body in a sliding mode is fixedly connected with a node plate of a tower foot of an iron tower, a rack on the toothed column is meshed with a large gear, and the large gear is driven by a small gear. Like this, when a certain column foot of iron tower takes place to subside, rotate through rotating pinion drive gear wheel, and then the gear wheel can drive the tooth post upwards movement on vertical, thereby the lower extreme upward movement of tooth post, when the backing plate hole between tooth post and the concrete foundation can hold the steel tie plate board of setting for the height down, put into the backing plate hole with the steel tie plate and pack between concrete foundation and tooth post lower extreme, thereby reach the purpose of adjusting the tooth post height, like this through the mode of filling the steel tie plate at the tooth post lower extreme make the position of iron tower column foot gusset plate rise, and then reach the function of rectifying a deviation.

In a utility model patent application with application publication number CN106760903A entitled "power transmission tower non-uniform settlement adjusting device", a power transmission tower non-uniform settlement adjusting device is disclosed, which comprises a tower foot bearing part, a limiting device, a compression spring, a support base plate, an anchor bolt and a locking nut; the power transmission tower foot is connected with the tower foot bearing part in an installing mode, the tower foot bearing part is erected on a limiting column which is pre-buried and fixed in a power transmission tower foundation at the bottom through a limiting column installing hole, the tower foot bearing part is connected with the power transmission tower foundation in an installing mode through an anchor bolt and a locking nut which are pre-buried and fixed in the power transmission tower foundation, and the compression spring is compressed, arranged between the bottom plane of the tower foot bearing part and the top plane of the power transmission tower foundation and installed on the anchor bolt or the limiting column in a sleeved mode.

The following problems exist in the prior art:

1) the existing uneven settlement correcting device is mainly a pre-buried device. The column base of the existing iron tower cannot be settled and corrected due to the fact that the column base and the upper structure of the iron tower are required to be designed, constructed and used simultaneously. Such as a gear lifting deviation correcting device in CN106703091B, a compression spring lifting device in CN 106760903A. However, as underground space development is increasingly enhanced, the lifting deviation correction of the existing iron tower column base is more important.

2) The existing uneven settlement deviation correcting device rarely considers the overturning risk possibly occurring on the column base in the deviation correcting process, and the safety is low. Under normal working conditions, the iron tower foundation mainly bears vertical pressure, but in northwest areas, high altitude areas and other areas with large wind power, the iron tower column base needs to provide large uplift resistance. For example, in the gear lifting deviation rectifying device in CN106703091B, the weight is weighed by a single toothed column, and the pulling resistance and the bending resistance are insufficient. In the compression spring lifting device in CN106760903A, the lock nut is loosened during the height releasing process of the compression spring, and the pull-out resistance cannot be provided.

3) The existing uneven settlement correcting device is mainly used for small iron towers and is difficult to adapt to large iron towers with higher height and heavier mass. The large iron tower has high construction cost, large construction difficulty and long construction period, and needs to be operated and is difficult to interrupt. When underground space activities, such as underground mining operations and the like, need to be carried out near the iron tower, measures are required to be taken to deal with the damage of uneven settlement possibly occurring on the tower foot of the iron tower.

Therefore, in order to solve the above technical problems, it is necessary to provide a device for adjusting uneven settlement of a column base of an iron tower.

SUMMERY OF THE UTILITY MODEL

The utility model aims to provide an iron tower column base differential settlement adjusting device to solve the problems.

In order to achieve the above object, an embodiment of the present invention provides the following technical solutions:

the utility model provides an iron tower column base differential settlement adjusting device, iron tower column base includes the under bracing stand, adjusting device includes fixed stand, fixed column base flange, a plurality of adjustment cushion and a plurality of flexible hydro-cylinder.

A plurality of uniformly distributed fixing anchor bolts are fixedly connected inside the fixing upright column, and fixing nuts are connected to the upper end threads of the fixing anchor bolts in a linked mode;

the fixing column base flange is arranged on the upper side of the fixing upright column, a bolt hole matched with a fixing anchor bolt is formed in the fixing column base flange, the fixing anchor bolt penetrates through the bolt hole, the upper end of the fixing column base flange is fixedly connected with a main rod, an auxiliary rod I and an auxiliary rod II, and a rib plate is fixedly connected between the main rod and the fixing column base flange;

the plurality of adjusting cushion blocks are arranged between the fixed column base flange and the fixed upright column;

and the plurality of telescopic oil cylinders are arranged between the fixed column base flange and the lower supporting upright post, and are used for realizing the lifting of the fixed column base flange.

As a further improvement of the utility model, a plurality of inter-column stirrups are fixedly connected among a plurality of the fixing anchors.

As a further improvement of the utility model, the adjusting cushion blocks are provided with grooves matched with the fixing anchor bolts, and fastening bolts are connected between every two adjacent adjusting cushion blocks.

As a further improvement of the utility model, the telescopic oil cylinder comprises an oil cylinder barrel and an oil cylinder rod, an upper lug plate is fixedly connected to the fixed column base flange, a lower lug plate is fixedly connected to the lower support upright post, the telescopic oil cylinder is installed between the upper lug plate and the lower lug plate, and pin shafts are connected between the lower lug plate and the oil cylinder barrel and between the oil cylinder rod and the upper lug plate.

As a further improvement of the utility model, the upper end of the lower support upright post is fixedly connected with a lower support plate, and the lower ear plate is fixedly connected on the lower support plate.

As a further improvement of the utility model, the telescopic oil cylinder has a self-locking function.

Compared with the prior art, the utility model has the following advantages:

when the column base of the iron tower is unevenly settled, the utility model can quickly carry out lifting adjustment on the column base of the iron tower, so that a plurality of column bases of the iron tower are always positioned on the same horizontal plane, thereby keeping the stable structure.

Drawings

In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments described in the present invention, and for those skilled in the art, other drawings can be obtained according to the drawings without creative efforts.

Fig. 1 is a schematic structural diagram of an iron tower column base differential settlement adjusting device in one embodiment of the present invention;

fig. 2 is a schematic structural view of an existing structure and a modified foundation of an iron tower according to an embodiment of the present invention;

FIG. 3 is a front cross-sectional view of a modified freestanding base in an embodiment of the present invention;

FIG. 4 is a top view of a modified isolated foundation in accordance with an embodiment of the present invention;

fig. 5 is a schematic structural diagram illustrating an installation process of an iron tower column base differential settlement adjusting device according to an embodiment of the present invention;

FIG. 6 is a partial cross-sectional view of an adjusting pad of an apparatus for adjusting uneven settlement of a column foot of an iron tower according to an embodiment of the present invention;

fig. 7 is a schematic structural diagram of an iron tower column base differential settlement adjusting device after installation in an embodiment of the utility model.

In the figure: 1-foundation part, 2-fixing system, 3-lifting system, 4-safety protection system, 11-reconstructed independent foundation, 12-existing independent foundation I, 13-existing independent foundation II, 14-existing independent foundation III, 15-transverse connecting beam, 16-longitudinal connecting beam, 17-additional longitudinal connecting beam, 18-additional transverse connecting beam, 19-main rod, 110-auxiliary rod I, 111-auxiliary rod II, 112-existing independent foundation, 113-existing anchor bolt, 114-existing column base flange, 115-enlarged step I, 116-enlarged step II, 117-enlarged step III, 21-fixing upright column, 22-fixing anchor bolt, 23-inter-column stirrup, 24-fixing column base flange, 25-adjusting cushion block, 26-fixing nuts, 27-fastening bolts, 28-rib plates, 31-lower supporting columns, 32-lower supporting plates, 33-lower lug plates, 34-cylinder barrels, 35-cylinder rods, 36-upper lug plates, 37-pin shafts, 41-inclined pull discs, 42-inclined pull anchor cables, 43-ground anchors and 44-adjusting clamps.

Detailed Description

The present invention will be described in detail below with reference to embodiments shown in the drawings. The embodiments are not intended to limit the present invention, and structural, methodological, or functional changes made by those skilled in the art according to the embodiments are included in the scope of the present invention.

The present invention discloses a device for adjusting uneven settlement of a column base of an iron tower, and a schematic structural diagram of an existing system for underpinning and lifting a column base of an iron tower related to the present embodiment is shown in fig. 1, and mainly includes: the safety protection device comprises a base part 1, a fixing system 2, a lifting system 3 and a safety protection system 4. When the column base of the iron tower is unevenly settled and underpinning and lifting operation is required, the safety protection system 4 is firstly installed to ensure the absolute safety of the iron tower.

Then, the foundation part 1 is modified, and pouring and pre-embedding of part of devices in the fixing system 2 and the lifting system 3 are carried out. The lifting system 3 provides supporting force and anti-pulling force for lifting of the iron tower column base, and the fixing system 2 fixes the column base after the column base is adjusted to a specified elevation.

The foundation part 1 is shown in fig. 2, and the overall structure schematic diagram of the existing and reconstructed foundation of the iron tower is shown. The foundation part comprises an existing foundation and a modified foundation, the existing iron towers for communication, power transmission and the like are mostly four column bases in structural forms, an independent foundation is arranged below each column base and is a stepped independent foundation, and a first-stage step, a second-stage step, a third-stage step and an upright post are sequentially arranged from bottom to top, and the steps are represented by an existing independent foundation I12, an existing independent foundation II 13 and an existing independent foundation III 14.

Typically, transverse tie beams 15 and longitudinal tie beams 16 are provided between the independent foundations. The upper surface of the independent foundation is the column base structure of the iron tower, the column base structure comprises a main rod 19, a first auxiliary rod 110 and a second auxiliary rod 111, the main rod 19 is fixed with the first existing independent foundation 12 through an existing column base flange 114 and an existing anchor bolt 113, and the load of the upper iron tower structure is transmitted to the first existing independent foundation 12 through the main rod 19. When mining and other underground space activities are carried out under an iron tower foundation, the column base foundation is unevenly settled, and the iron tower column base needs to be underpinned and lifted, the device system provided by the utility model can be adopted.

Firstly, the existing iron tower foundation is reformed, which comprises two parts, on one hand, a plurality of longitudinal connecting beams 17 and transverse connecting beams 18 are additionally arranged between the existing transverse connecting beams 15 and the longitudinal connecting beams 16 to enhance the integral strength, rigidity and stability of the foundation, thereby improving the stress deformation capability of the foundation itself caused by uneven settlement resistance. Another aspect is the modification of the individual foundations themselves, such as the modified individual foundation 11 in the figures, to provide space and attached support for the installation of the fixing system 2 and the lifting system 3. The front sectional view and the top view of the modified independent foundation 11 are shown in fig. 3 and 4.

When the transformed independent foundation 11, the existing independent foundation I12, the existing independent foundation II 13 and the existing independent foundation III 14 are transformed, the existing independent foundation 112, the existing anchor bolt 113, the existing column base flange 114, the main rod 19, the auxiliary rod I110 and the auxiliary rod II 111 keep the original structural form unchanged, and when the foundation is expanded and constructed, the contact surface needs to be roughened to ensure the connection strength.

The foundation expansion transformation is carried out according to the sequence from bottom to top, namely an expansion step I115, an expansion step II 116, an expansion step III 117, a fixed upright post 21 and a lower support upright post 31 are sequentially carried out, wherein the fixed upright post 21 and the lower support upright post 31 are of an integral structure, the construction is synchronous, and the construction is only distinguished according to the section in the figure.

The fixing device system 2 is composed of a fixing upright post 21, a fixing anchor bolt 22, a fixing column base flange 24 and an adjusting cushion block 25 from top to bottom, as shown in fig. 4 and 5, wherein the fixing upright post 21 is cast in situ when the independent foundation 11 is constructed and transformed, and the fixing anchor bolt 22 is cast in place. The fixed uprights 21 are of enlarged section along the existing ones, the lower and middle ones still maintaining a rectangular section and being cylindrical at the top, to facilitate the installation and the working of the lifting system 3.

The fixing anchors 22 are vertical anchors, having a certain length, cross-sectional area and bearing capacity, and are arranged in the fixing upright 21 in the middle ring direction at the periphery of the existing anchor 113 and the existing column base flange 114, and in this embodiment, eight fixing anchors 22 are arranged in the middle ring direction, and stirrups 23 between the lower, middle and upper columns are arranged from bottom to top, so as to increase the overall rigidity.

The fixing anchor 22 is provided with a thread and extends beyond the top end of the fixing column 21 for a part of the length. The fixed column base flange 24 is located above the existing column base flange 114, is a disk flange with a certain thickness on the whole, is provided with bolt holes corresponding to the fixed anchor bolts 22 in the circumferential direction, is welded with the main rod 19, the first auxiliary rod 110 and the second auxiliary rod 111 into a whole, and is welded with the rib plate 28 for reinforcement. During the lifting process of the column base, the existing anchor bolt 113 and the existing column base flange 114 need to be detached first, and the fixed column base flange 24 can slide up and down along the fixed anchor bolt 22.

When the column base is adjusted to a designated elevation, a large gap is formed between the fixed column base flange 24 and the fixed upright column 21, the shear strength is insufficient, and the column base needs to be filled with the adjusting cushion block 25. In the vertical direction, the adjusting cushion block 25 is divided into a plurality of layers, each layer can have different thicknesses, and finally, the rest gaps can be filled by thinner adjusting gaskets.

The arrangement and the cross-sectional shape of the adjusting block 25 are shown in fig. 6, and two deep recesses are formed in the middle of the adjusting block 25 to hold the fixing anchor 22 therebetween. One end of the adjusting cushion block 25 is provided with a bolt hole, and four same adjusting cushion blocks 25 in the same layer are connected with each other by fastening bolts 27 to form a semi-rigid whole. Meanwhile, after the fixed column base flange 24 is lifted to a specified height and the adjusting cushion blocks 25 are respectively connected in place in the horizontal direction and the vertical direction, the fixing nuts 26 on the upper surface of the fixed column base flange 24 are fastened in place, and therefore the construction operation of the whole fixing system 2 is completed.

The components and the structure of the lifting device system 3 are schematically shown in fig. 7, and the lifting device system 3 is a core device system for realizing the lifting and lowering of the tower column base, and is required to bear the weight of the upper iron tower structure in the lifting process and have the anti-pulling function so as to prevent the column base from tipping and overturning under the action of factors such as wind power and the like. The lifting device system 3 disclosed in this embodiment includes, from bottom to top, a lower support pillar 31, a lower support plate 32, a lower lug plate 33, a cylinder bore 34, a cylinder rod 35, and an upper lug plate 36.

The lower supporting upright column 31 is a main stress structure during operation of the lifting device system 3, and is cast in situ with the fixed upright column 21 into a whole during foundation transformation, the inner part of the lower supporting upright column is of a reinforced structure, and the top of the lower supporting upright column is lower than that of the fixed upright column 21, so that the cylinder barrel 34 and the cylinder rod 35 of the telescopic cylinder can be conveniently installed and lifted. Meanwhile, a lower support plate 32 is precast at the top of the lower support column 31, the outer side of the lower support plate is rectangular in structural form, the inner part of the lower support plate is circular, and the lower support plate is a steel plate with a certain thickness, one part of the steel plate is embedded in the lower support column 31, and the other part of the steel plate is exposed out of the surface, so that the lower ear plate 33 can be conveniently welded and leveled.

Lower otic placode 33 welds on the upper surface of lower support plate 32, evenly lays along the circumferencial direction, whether can interfere the installation of adjustment cushion 25 simultaneously, and one scheme in this embodiment is that the hoop is laid 4, and the lower extreme of hydro-cylinder 34 passes through round pin axle 37 and installs on otic placode 33 down, and hinge structure can be along the certain angle of a direction rotation, and clearance fit allows a quantitative displacement about simultaneously to easy to assemble and lift operation.

The upper end of the cylinder rod 35 is hinged with an upper lug plate 36, the installation and operation mode are similar to the lower lug plate 33, and the upper lug plate 36 is uniformly welded on the lower surface of the fixed column base flange 24 along the circumferential direction. In addition, the control of the telescopic cylinder is realized by using a telescopic cylinder control mechanism, the telescopic cylinder control mechanism comprises a hydraulic valve, a hydraulic pump and an engine, and the telescopic cylinder control mechanism is a movable device and can be recycled, and detailed description is not provided in the embodiment. The whole hydraulic system requires that the lifting of the telescopic oil cylinders can be independently controlled, the combined control of a plurality of groups of telescopic oil cylinders can be realized, and the self-locking function is realized, so that the oil cylinders are prevented from being suddenly shortened or extended under the action of gravity of a column base of an iron tower.

During lifting operation, the hydraulic cylinder barrel 34 and the hydraulic cylinder rod 35 are kept in a vertical state, the hydraulic cylinder barrel 34 is kept stationary relative to the lower support upright post 32, and the hydraulic cylinder rod 35 is lifted up and down relative to the hydraulic cylinder barrel 34, so that the fixed column base flange 24, the main rod 19, the first auxiliary rod 110, the second auxiliary rod 111 and the whole tower base structure are driven to lift. When the tower foot needs to be lifted, the hydraulic cylinder barrel 34 takes oil, and the hydraulic cylinder rod 35 moves upwards relatively; when the tower foot requires lowering work, the cylinder rod 35 moves relatively downward. Prior to the first lifting operation of the pylon stub, the existing stub flange 114 and the existing anchor bolt 113 should be disengaged, so that the existing fixing device fails and remains stable by means of the lifting device system 3 and the fixing device system 2.

The structure of the safety protection system 4 is shown in fig. 1, the safety protection system 4 is an auxiliary safety protection device system in the lifting operation process of a column base of an iron tower, and the safety protection system is mainly used for fixing a main rod through an anchor cable and is suitable for large iron towers and areas with large wind power. The safety protection system 4 mainly comprises a ground anchor 43, a diagonal anchor cable 42 and a diagonal disc 41 from bottom to top.

The ground anchor 43 is a concrete anchoring structure buried deeply in the ground, provides anchoring force for the whole safety protection system 4, and requires a relatively stable anchoring structure. The diagonal draw disk 41 is an additional fixing means on the main rod 19, being fixed with respect to the main rod 19.

The inclined pull disc 41 is of a circular ring structure on the whole and is formed by welding two semicircular rings or connecting anchor bolts, the inclined pull disc is welded on the main rod 19, and rib plates can be welded according to conditions to reinforce the inclined pull disc so as to ensure the connection strength with the main rod 19. The inclined pull plate 41 is provided with a mounting hole for connecting with the upper end of the inclined pull anchor cable 42.

The cable-stayed anchor cable 42 is a flexible steel strand with certain strength, the upper end of the cable-stayed anchor cable is fixedly connected with the cable-stayed disc 41, and the lower end of the cable-stayed anchor cable is mutually connected with the ground anchor 43, so that the buoyancy of the upper iron tower under the action of wind load is transmitted to the ground anchor 43, and the anti-pulling effect is achieved.

A plurality of cable-stayed anchor cables 42 can be arranged along the annular direction of the foundation part 1, and the cable-stayed anchor cables are calculated according to the actual pulling resistance and have a certain safety factor. The lower end of the cable-stayed anchor cable 42 is fixedly connected with the ground anchor 43 through the adjusting clamp 44, and the length of the cable-stayed anchor cable 42 can be adjusted through the adjusting clamp 44, so that the fastening and the tension stability of the cable-stayed anchor cable 42 are ensured by timely adjustment in the lifting adjustment process of the column base of the iron tower.

Specifically, the underpinning lifting construction method based on the uneven settlement adjusting device of the column foot of the iron tower comprises the following steps:

s1, installing safety protection system 4

The safety protection system 4 comprises an earth anchor 43, a diagonal cable 42 and a diagonal cable-stayed disc 41, wherein the earth anchor 43 is buried underground to form a concrete anchoring structure deeply buried underground, so as to provide anchoring force for the whole safety protection system 4, the diagonal cable-stayed disc 41 is fixed on the main rod 19, and the diagonal cable 42 is connected between the diagonal cable-stayed disc 41 and the earth anchor 43;

s2 transformation of basic part

Expanding and transforming the existing foundation in the sequence from bottom to top to form an expanded step I115, an expanded step II 116, an expanded step III 117 and a lower support upright post 31 respectively;

a plurality of additional transverse connecting beams 18 are fixedly connected between the pair of transverse connecting beams 15, and a plurality of additional longitudinal connecting beams 17 are fixedly connected between the pair of longitudinal connecting beams 16;

s3 installation and adjustment device

Pouring the fixed upright post 21 into the lower support upright post 31 to enable the fixed upright post 21 and the lower support upright post 31 to form an integral structure, wherein the part of the fixed upright post 21, which is positioned in the lower support upright post 31, is a rectangular section, and the top of the fixed upright post 21 is a circular section;

a lower support plate 32 is arranged at the upper end of a lower support upright 31, a lower lug plate 33 is arranged at the upper end of the lower support plate 32, then a telescopic oil cylinder, a fixed column base flange 24 and a fixed nut 26 are sequentially arranged, a plurality of layers of adjusting cushion blocks 25 are arranged on a fixed upright 21, and fastening bolts 27 are used for fixing;

s4, debugging and checking

The control of a plurality of telescopic oil cylinders is realized through the movable telescopic oil cylinder control mechanism, balanced support is realized, the telescopic oil cylinder control mechanism is removed, the stability and reliability of all structures are checked, the safety protection system 4 is dismantled, or the safety protection system 4 is not dismantled, and underpinning lifting construction is completed.

According to the technical scheme, the utility model has the following beneficial effects:

when the column base of the iron tower is unevenly settled, the utility model can quickly carry out lifting adjustment on the column base of the iron tower, so that a plurality of column bases of the iron tower are always positioned on the same horizontal plane, thereby keeping stable structure; the column base has the functions of bearing and resisting pulling, can provide larger jacking force and bear larger pulling resistance in the lifting process of the column base, is convenient to fix after the column base is adjusted to a set height, and keeps long-term and efficient operation;

the uneven settlement of the high and large iron tower foundation in the area with large wind power can be effectively adjusted, and the repeated adjustment can be carried out according to the settlement condition.

It will be evident to those skilled in the art that the utility model is not limited to the details of the foregoing illustrative embodiments, and that the present invention may be embodied in other specific forms without departing from the spirit or essential attributes thereof. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the utility model being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.

Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.

Claims

1. The utility model provides an iron tower column base differential settlement adjusting device which characterized in that, iron tower column base includes the lower support stand, adjusting device includes:

the fixing device comprises a fixing upright post, a plurality of fixing anchor bolts which are uniformly distributed are fixedly connected inside the fixing upright post, and fixing nuts are connected to the upper end of the fixing anchor bolts in a threaded manner;

the fixing column base flange is arranged on the upper side of the fixing upright column, bolt holes matched with fixing anchor bolts are formed in the fixing column base flange, the fixing anchor bolts penetrate through the bolt holes, the upper end of the fixing column base flange is fixedly connected with a main rod, an auxiliary rod I and an auxiliary rod II, and a rib plate is fixedly connected between the main rod and the fixing column base flange;

the adjusting cushion blocks are arranged between the fixed column base flange and the fixed upright column;

and the plurality of telescopic oil cylinders are arranged between the fixed column base flange and the lower supporting upright column, and are used for realizing the lifting of the fixed column base flange.

2. The device for adjusting uneven settlement of the column base of the iron tower as claimed in claim 1, wherein a plurality of inter-column stirrups are fixedly connected among a plurality of fixing anchors.

3. The iron tower column base differential settlement adjusting device as claimed in claim 1, wherein the adjusting cushion blocks are provided with grooves matched with the fixing anchor bolts, and a fastening bolt is connected between two adjacent adjusting cushion blocks.

4. The iron tower column base differential settlement adjusting device according to claim 1, wherein the telescopic oil cylinder comprises an oil cylinder barrel and an oil cylinder rod, an upper lug plate is fixedly connected to the fixed column base flange, a lower lug plate is fixedly connected to the lower support column, the telescopic oil cylinder is installed between the upper lug plate and the lower lug plate, and pin shafts are connected between the lower lug plate and the oil cylinder barrel and between the oil cylinder rod and the upper lug plate.

5. The device for adjusting uneven settlement of the column base of the iron tower as claimed in claim 4, wherein a lower support plate is fixedly connected to the upper end of the lower support column, and the lower ear plate is fixedly connected to the lower support plate.

6. The iron tower column base differential settlement adjusting device as claimed in claim 1 or 4, wherein the telescopic oil cylinder has a self-locking function.