CN115788146B - A communication tower foundation correction structure - Google Patents
A communication tower foundation correction structureInfo
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- CN115788146B CN115788146B CN202211129387.1A CN202211129387A CN115788146B CN 115788146 B CN115788146 B CN 115788146B CN 202211129387 A CN202211129387 A CN 202211129387A CN 115788146 B CN115788146 B CN 115788146B
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Abstract
本发明涉及一种通信塔基础纠偏结构，本发明有效解决了不能随着地基的偏移对塔体进行及时纠偏并且在纠偏完成后当地基再次发生偏移时采取补偿措施，不能阻止或减缓地基和塔体的偏移，对塔体和底部基础的纠偏效果不好的问题；解决的技术方案包括：该通信塔基础纠偏结构通过回形砼架、辅助组件和触发组件的设置，第一次纠偏完成后，辅助组件预埋在回形砼架内，当通信塔再次偏移时，会带动偏移一侧的触发组件下压，从而触发偏移一侧或相邻两侧的辅助组件，辅助组件能向外伸出插入回形砼架外部的地基内，能增大地基对回形砼架和基座的支撑面积，从而增大支撑力，能有效阻止或减缓通信塔的偏移，以便于维持通信塔的安全。
The present invention relates to a communication tower foundation correction structure, which effectively solves the problems that the tower body cannot be corrected in time with the deviation of the foundation, and compensation measures are taken when the foundation deviates again after the correction is completed, the deviation of the foundation and the tower body cannot be prevented or slowed down, and the correction effect on the tower body and the bottom foundation is poor; the technical solution includes: the communication tower foundation correction structure is provided with a circular concrete frame, an auxiliary component and a trigger component. After the first correction is completed, the auxiliary component is pre-buried in the circular concrete frame. When the communication tower deviates again, it will drive the trigger component on the deviated side to press down, thereby triggering the auxiliary components on the deviated side or the adjacent two sides. The auxiliary component can extend outward and be inserted into the foundation outside the circular concrete frame, which can increase the support area of the foundation on the circular concrete frame and the base, thereby increasing the supporting force, and can effectively prevent or slow down the deviation of the communication tower, so as to maintain the safety of the communication tower.
Description
Technical Field
The invention relates to the technical field of communication tower deviation correcting devices, in particular to a communication tower foundation deviation correcting structure.
Background
The communication tower is used as a supporting structure for long-distance signal transmission, the stability is of great importance, most of communication towers are high-rise structures and are very sensitive to inclination deformation, the communication towers are inclined due to the fact that communication tower foundations are unevenly settled due to unreasonable construction of adjacent iron towers, application change of farmland, storm snow and other reasons, the inclination, displacement and deformation of tower poles are caused by settlement of the communication towers, and then internal stress of the tower poles is changed, so that line safety is seriously threatened.
In chinese patent application publication No. CN212562730U, a rectifying device for a power transmission tower is disclosed, the device is provided with a base to support the power transmission tower, the flatness of the installation plane of the power transmission tower is guaranteed, and the power transmission tower is reinforced through four inclined supporting beams at the bottom end of the power transmission tower, and meanwhile, the power transmission tower is further reinforced by a horizontally arranged beam, so that the structural strength of the power transmission tower is improved, the structure is more stable, a supporting cylinder is provided, and is matched with a guide groove through a guide rail to guide a support, namely, the support and a positioning mechanism are matched, four corners of the power transmission tower are positioned, and are supported through screws, so that the stability of the power transmission tower is effectively improved, the support is pushed by the screws, and the four corners of the power transmission tower are driven to adjust the height, so that the settlement of the power transmission tower is rectified, the stability of the power transmission tower is guaranteed, and the efficiency is higher.
In view of the above, we provide a communication tower foundation rectifying structure for solving the above problems.
Disclosure of Invention
Aiming at the situation, the invention provides the foundation deviation rectifying structure of the communication tower, which can detect the levelness of the communication tower in real time, and timely enable operators to know the state of the communication tower, so that the communication tower can be rectified rapidly and accurately, the supporting area of a foundation on a square concrete frame and a foundation can be increased, the supporting force is increased, the deviation of the communication tower can be effectively prevented or slowed down, and the safety of the communication tower is maintained.
The utility model provides a communication tower foundation structure of rectifying, includes the communication tower base, the upper surface of communication tower base is provided with fixing device and fixing device's inside is provided with the horizontal detection subassembly, the bottom of communication tower base is provided with the base, the return channel has been seted up all around the communication tower base, the inside in return channel is provided with jacking subassembly and jacking subassembly's top and fixing device butt, the inside in return channel has pour the interior concrete frame of returning shape and all pre-buried auxiliary assembly all around of returning shape concrete frame inside, the communication tower base all is provided with the trigger subassembly that is used for triggering auxiliary assembly all around;
The side baffle assembly comprises a first right angle plate, a baffle and a second right angle plate, the baffle is fixedly arranged on the side face of the first right angle plate, the baffle and the second right angle plate are both abutted to two adjacent sides of the base, and the surface of the first right angle plate is fixedly connected with a sleeve;
The fixing device comprises a rectangular frame, supporting plates, movable plates and inserted bars, wherein the rectangular frame is connected to the upper surface of the communication tower base through bolts, the supporting plates are arranged on two sides of the rectangular frame in a penetrating mode, the two ends of the supporting plates are connected with the movable plates through bolts, the inserted bars are inserted in the circle center of the movable plates, the two sides of the upper surface of the rectangular frame are connected with bearing blocks through bolts in a threaded mode, and the bearing blocks are abutted to the lower surface of the communication tower base;
The auxiliary assembly comprises a protective shell, an electric hydraulic rod and an inserting plate, wherein the protective shell is pre-buried in the middle of the rectangular concrete frame, the electric hydraulic rod and the inserting plate are arranged in the protective shell, and the inserting plate is arranged at the movable end of the electric hydraulic rod;
The trigger assembly comprises a trigger plate, a placement block and a push type trigger switch, wherein one end of the trigger plate is connected to the upper surface of the communication tower base through a bolt, the other end of the trigger plate is arranged outside the square concrete frame, the placement block is arranged in the ground far away from the square concrete frame, and the push type trigger switch is arranged inside the placement block;
the top of the push type trigger switch is in the same horizontal plane with the upper surface of the communication tower base, the top of the push type trigger switch is attached to the lower surface of the trigger plate, and the push type trigger switch is electrically connected with the electric hydraulic rod through a wire.
The technical scheme has the beneficial effects that:
(1) According to the communication tower foundation deviation rectifying structure, through the arrangement of the fixing device, the horizontal detection components and the jacking components, an operator can accurately know the deviation position of the communication tower by observing the four groups of horizontal detection components, and control the jacking components on the corresponding sides to jack up the fixing device and the communication tower bottom seat until all the horizontal detection components are in a horizontal state, the deviation rectifying is proved to be completed, the communication tower is in a normal state, the horizontal detection components can detect the levelness of the communication tower in real time, and the operator can timely know the state of the communication tower, so that the deviation of the communication tower can be rectified rapidly and accurately, and the normal use of the communication tower is ensured;
(2) This communication tower foundation structure of rectifying passes through the setting of returning to shape concrete frame, auxiliary assembly and trigger assembly, after the completion of rectifying for the first time, auxiliary assembly pre-buried in returning to shape concrete frame, when the communication tower skew once more, can drive the trigger assembly of skew one side and push down to trigger the auxiliary assembly of skew one side or adjacent both sides, auxiliary assembly can outwards stretch out and insert in returning to shape concrete frame outside ground, can increase the area of support of ground to returning to shape concrete frame and base, thereby increase holding power, can effectively prevent or slow down the skew of communication tower, in order to maintain the safety of communication tower.
Drawings
FIG. 1 is a schematic cross-sectional view of the present invention;
FIG. 2 is a schematic perspective view of the present invention;
FIG. 3 is a schematic view of the lift assembly and trigger assembly of the present invention disassembled;
FIG. 4 is a schematic view of a side stop assembly of the present invention;
FIG. 5 is a schematic side view of a side roof structure of the present invention;
FIG. 6 is a schematic view of the loop frame and auxiliary assembly of the present invention;
FIG. 7 is a schematic view of a fastening device according to the present invention;
FIG. 8 is a schematic view of a rectangular frame of the present invention;
FIG. 9 is a schematic view of a gusset of the present invention;
FIG. 10 is a schematic view of a unidirectional extension of the present invention;
FIG. 11 is a schematic cross-sectional view of a concrete frame of the present invention;
FIG. 12 is a schematic top view of the present invention;
FIG. 13 is a schematic diagram of a use flow of the present invention.
The device comprises a communication tower base, a return groove, a 4-return concrete frame, a 5-connecting frame, a 6-one-way extension frame, a 7, a bottom plate, an 8-first right angle plate, a 9, a baffle, a 10-second right angle plate, a 11, a sleeve, a 12, a rectangular frame, a 13, a supporting plate, a 14, a movable plate, a 15, a plug rod, a 16, a receiving block, a 17, an electronic level, a 18, an electric jack, a 19, a top plate, a 20, a protective shell, a 21, an electric hydraulic rod, a 22, a plug rod, a 23, a trigger plate, a 24, a placing block, a 25, a push type trigger switch, a 26, a U-shaped frame, a 27, a plug plate, a 28, a sleeve rod, a 29, an extension plate, a 30, a limiting plate, a 31, a compression spring, a 32 and a pull rope.
Detailed Description
The foregoing and other features, aspects and advantages of the present invention will become more apparent from the following detailed description of embodiments with reference to the accompanying drawings, in which like reference characters refer to the same parts throughout the drawings.
The embodiment provides a communication tower foundation deviation rectifying structure, as shown in figures 1-13, comprising a communication tower base 1, wherein the communication tower is fixedly connected above the communication tower base 1, the upper surface of the communication tower base 1 is provided with a fixing device, the inside of the fixing device is provided with a horizontal detection assembly, and the fixing device comprises a rectangular frame 12, a supporting plate 13, a supporting plate and a supporting plate, The movable plate 14 and the inserting rod 15 are connected on the upper surface of the communication tower base 1 through bolts, the rectangular frame 12 comprises two detachable U-shaped frames 26, the two U-shaped frames 26 are symmetrically arranged, the inserting plate 27 is fixedly connected with two ends of one U-shaped frame 26 close to one side of the other U-shaped frame 26, inserting grooves matched with the inserting plate 27 are formed in two sides of the other U-shaped frame 26, the inserting plate 27 is inserted into the inserting grooves, so that the two U-shaped frames 26 can be arranged on the upper surface of the communication tower base 1, supporting plates 13 are arranged on two sides of the rectangular frame 12, the supporting plates 13 penetrate through two sides of the rectangular frame 12 and are connected with the movable plate 14 through bolts at two ends, the inserting rod 15 is inserted into foundations on two sides of the communication tower base 1 at the center of the movable plate 14, a certain limiting supporting effect can be achieved, the two sides of the upper surface of the rectangular frame 12 are connected with the bearing blocks 16 through bolts in a threaded manner, the bearing blocks 16 are abutted against the lower surface of the communication tower base 1, the bearing blocks 16 can increase the contact area between the fixing device and the communication tower base 1 when the fixing device jacks up the communication tower base 1, the jacking of the communication tower base 1 is more stable, the horizontal detection assembly comprises the electronic level meter 17, the electronic level meter 17 is arranged on the upper surface of the rectangular frame 12 near the two sides of the baffle 9 and the middle part of the upper surface of the two supporting plates 13, the electronic level meter 17 on the rectangular frame 12 is used for detecting the horizontal levelness of the communication tower base 1, the electronic level meter 17 on the supporting plates 13 is used for detecting the vertical levelness, when the four electronic level meters 17 are all displayed as horizontal values, the whole communication tower is proved to be in a horizontal state, the two sides of the upper surface of the fixing device are hinged with the side top structures, the side top structures comprise the connecting frame 5, the unidirectional extension frame 6 and the bottom plate 7, the bottom end of the connecting frame 5 is hinged on the upper surface of the fixing device, the top end of the unidirectional extension frame 6 is hinged on the top end of the connecting frame 5, the unidirectional extension frame 6 comprises a sleeve rod 28, an extension plate 29, a limiting plate 30, Compression spring 31 and stay cord 32, the loop bar 28 articulates the top at link 5, the bottom fixedly connected with fixed box of loop bar 28 side, the interior roof of fixed box articulates there is limiting plate 30, the draw-in groove with limiting plate 30 looks joint is seted up to the side of extension board 29, compression spring 31 fixed connection is in the side of limiting plate 30 and the inside wall of other end fixed connection at fixed box, the draw-in groove joint of bottom and extension board 29 side of limiting plate 30 under compression spring 31's effect, stay cord 32 fixed connection is in the side of limiting plate 30 and wears to establish at the side of fixed box, bottom plate 7 articulates the bottom at one-way extension frame 6 and passes through the fix with screw subaerial, link 5 passes through bolted connection with the bottom of communication tower, when the jacking component jacks up one side of the deflection of the communication tower, the extension plate 29 is fixed on the ground and moves upwards, the loop bar 28 close to one side of the deflection of the communication tower moves upwards under the drive of the connecting frame 5, the limiting plate 30 is jacked up and is clamped with the clamping groove above, when the communication tower is adjusted to be horizontal, the loop bar 28 moves to a fixed position along with the connecting frame 5 and is clamped with the corresponding clamping groove, so that the loop bar 28 does not drop when the external force of the base 2 is applied, the horizontal state of the communication tower can be maintained, the base 2 is arranged at the bottom end of the base 1 of the communication tower, the circular grooves 3 are formed in the periphery of the base 1 of the communication tower, the side baffle component is arranged in the circular grooves 3, and comprises a first right angle plate 8, The baffle plate 9 and the second rectangular plates 10 are fixedly arranged on the side surfaces of the first rectangular plates 8, the number of the first rectangular plates 8 is four, the four first rectangular plates 8 are respectively arranged in the rectangular grooves 3 below two ends of the two supporting plates 13, the baffle plate 9 and the second rectangular plates 10 are respectively abutted against two adjacent sides of the base 2, the surfaces of the first rectangular plates 8 are fixedly connected with the sleeve 11, two baffle plates 9 and two second rectangular plates 10 are respectively arranged on the periphery of the communication tower base 1, the two baffle plates 9 and the two second rectangular plates 10 are respectively arranged on two opposite side positions of the communication tower base 1 and are respectively arranged in the rectangular grooves 3, grouting holes for grouting the gaps between the communication tower base 1 and the base 2 are formed in the side surfaces of the first rectangular plates 8, the side surfaces of the baffle plates 9 and the second rectangular plates 10 are blocked at the gaps between the communication tower base 1 and the base 2, can prevent when filling in the gap that the filling thick liquid flows out to guarantee that the filling thick liquid can fully fill in the gap, the inside of return channel 3 is provided with jacking subassembly and jacking subassembly's top and fixing device butt, jacking subassembly includes electric jack 18 and roof 19, electric jack 18 sets up in the inside of sleeve 11, the upper surface fixedly connected with bolt of roof 19 and the external connection of bolt have the nut, roof 19 passes through bolt and nut fixed mounting at the lower surface of fagging 13, the top and the roof 19 butt of electric jack 18, the both sides of two fagging 13 all can set up jacking subassembly, concrete can be placed in the skew one side of electronic level 17 detection communication tower, the inside of return channel 3 has pour the square concrete frame 4 and all pre-buried auxiliary assembly around the square concrete frame 4 inside, auxiliary assembly includes protecting crust 20, The electronic level gauge 17, the electric jack 18 and the electric hydraulic rod 21 are all electrically connected with an external control unit through wires, and the electronic level gauge 17, the electric jack 18 and the electric hydraulic rod 21 are all known in the prior art, so the protection shell 20 is pre-buried in the middle of the rectangular concrete frame 4 without excessive description, the electric hydraulic rod 21 and the plugboard 22 are all arranged in the protection shell 20, the plugboard 22 is arranged at the movable end of the electric hydraulic rod 21, when the protection shell is not used, the plugboard 22 is contracted in the protection shell 20, the periphery of the communication tower base 1 is provided with a trigger component for triggering an auxiliary component, and the trigger component comprises a trigger plate 23, The device comprises a placing block 24 and a push type trigger switch 25, wherein one end of a trigger plate 23 is connected to the upper surface of a communication tower base 1 through bolts, the other end of the trigger plate is arranged outside a square concrete frame 4, the placing block 24 is arranged in the ground far away from the square concrete frame 4, the push type trigger switch 25 is arranged in the placing block 24, the top end of the push type trigger switch 25 and the upper surface of the communication tower base 1 are positioned on the same horizontal plane, the number of auxiliary components and the number of trigger components are four, the four auxiliary components are respectively arranged around the square concrete frame 4, the four trigger components are respectively arranged around the communication tower base 1, the four trigger components correspond to the four auxiliary components, the top end of the push type trigger switch 25 is attached to the lower surface of the trigger plate 23, and the push type trigger switch 25 is electrically connected with an electric hydraulic rod 21 through a wire; when the communication tower deviates, the communication tower is required to be rectified, an operator connects the rectangular frame 12 on the communication tower base 1 through bolts, connects the connecting frame 5 with the bottom of the communication tower body, adjusts the unidirectional extension frame 6 to enable the bottom plate 7 to be supported on the ground and fixed with the ground through bolts, inserts the inserting rods 15 on two sides of the supporting plate 13 into the ground to support the communication tower, then digs the circular groove 3 around the communication tower base 1, the depth of the circular groove 3 is larger than the shortest length of the electric jack 18 and slightly larger than the sum of the thicknesses of the communication tower base 1 and the receiving block 16, after the circular groove 3 is digged, the top ends on two sides of the base 2 are chiseled with four rectangular grooves matched with the receiving block 16, the partition plates for separating the receiving block 16 and the base 2 are placed in the rectangular grooves, the receiving block 16 and the base 2 can be prevented from being connected into a whole when slurry filling is poured between the communication tower base 1 and the base 2, the four bearing blocks 16 are placed in the four rectangular grooves, bolts penetrate through the rectangular frame 12 and are connected with the bearing blocks 16, the four bearing blocks 16 are abutted against the lower surface of the communication tower base 1, and at the moment, the rectangular frame 12, The communication tower base 1 and the receiving block 16 are equivalent to a whole, then the bottom of the return groove 3 is compacted and leveled, and the first right angle plate 8, The baffle plate 9 and the second right angle plates 10 are placed in the circular groove 3 and are abutted with the base 2, the offset direction of the communication tower is observed through the electronic level gauges 17, the electric jacks 18 are placed in the sleeves 11 on the four first right angle plates 8, the top plate 19 is connected with the supporting plate 13, bolts connected with the base 2 on the communication tower base 1 are all removed when the communication tower is installed, the communication tower base 1 can be separated from the base 2, then the electric jacks 18 on the offset side are controlled to move through an external control unit, the tops of the electric jacks 18 are slowly lifted after being contacted with the top plate 19, the offset side of the communication tower base 1 can be lifted upwards through the supporting plate 13 by jacking the supporting plate 16, the communication tower base 1 can be separated from the base 2, the numerical values of the four electronic level gauges 17 are observed until the four electronic level gauges 17 are all displayed as horizontal, the whole communication tower is proved to be in a horizontal state at the moment, then the four electric jacks are kept in the current state, external filling slurry is filled into the gap between the communication tower base 1 and the base 2 from the grouting holes of the first right angle plate 8 and kept at a certain pressure, the filling slurry is prevented from leaking, after the filling is finished, the one-way extension frame 6 at the original offset side is completely solidified, the one-way extension frame 6 is retracted, so that the one-way extension frame is not supported by the ground, the electric jacks 18 are slowly lowered, the communication tower base 1 is not subjected to lifting force, only the gravity of the communication tower is realized, the four electronic levels 17 are observed, if the values of the four electronic levels 17 are horizontal values and do not change, the communication tower is proved to be completed in correction, if any one of the four electronic levels 17 shows a change, the filling slurry is proved to not completely support the communication tower base 1 in the horizontal state, at this time, the electric jack 18 on one side of the deviation is controlled to move through the control unit again, the communication tower base 1 is lifted to the horizontal position again, filling slurry is poured into the gap again, and detection is carried out again after the communication tower is solidified again, the operation mode can carry out recheck on the communication tower after deviation correction, so that an operator can be ensured to completely correct the communication tower to the horizontal state, the internal stress change of the communication tower caused by inaccurate deviation correction results is avoided, the communication tower can be ensured to be in the horizontal state, after the deviation correction is completed, the communication tower base 1 and the base 2 are connected again through bolts, the communication tower is fixed, then concrete is poured into the circular groove 3, a circular concrete frame 4 is formed inside the circular concrete frame, the circular concrete frame 4 is sleeved outside the base 2, the whole base 2 can be clamped and limited, and the circular concrete frame 4 is under the ground, the contact area between the top end of the base 2 and an external foundation can be increased, and therefore the inclination of the base 2 and the communication tower can be effectively prevented or slowed down; when pouring the square concrete frame 4, an operator can pour the protective shell 20 in the middle of the square concrete frame 4, the electric hydraulic rod 21 and the plugboard 22 are arranged in the protective shell 20, the protective shell 20 is attached to an external foundation at the opening, so that concrete can not enter the protective shell 20 when pouring concrete, the electric hydraulic rod 21 can not be influenced, at the moment, the electric hydraulic rod 21 is in a contracted state, the plugboard 22 is contracted in the protective shell 20, after the square concrete frame 4 is completely solidified, trigger plates 23 are arranged on the periphery of the upper surface of the communication tower base 1, a placing block 24 is buried in the foundation corresponding to the lower part of each trigger plate 23, a pressing type trigger switch 25 in the placing block 24 is contacted with the trigger plates 23, when the communication tower does not deviate, the four trigger plates 23 are in a horizontal state, the push type trigger switch 25 is not triggered, if the communication tower deviates again after a long time, the trigger plate 23 at one side of the deviation can incline along with the inclination, so that any push type trigger switch 25 pressed by pushing the push type trigger switch 25 can control the four electric hydraulic rods 21 to move simultaneously, the push type trigger switch 25 can control the movable ends of the electric hydraulic rods 21 to eject out, the plugboard 22 is transversely inserted into a foundation, the contact area between the square concrete frame 4 and the foundation can be increased after the plugboard 22 is inserted into the foundation, the square concrete frame 4 can deviate only by needing larger force, the square concrete frame 4 is difficult to deviate under the action of the plugboard 22, the base 2 in the square concrete frame 4 is difficult to deviate, and further deviation can be prevented or slowed down, so that the communication tower can be corrected in time, the fixing device can be reserved after the correction is completed, the real-time dynamic monitoring can be performed on the communication tower through the electronic level meter 17, so that an operator can quickly respond to the state of the communication tower.
The above description is only for the purpose of illustrating the invention, and it should be understood that the invention is not limited to the above embodiments, but various modifications consistent with the idea of the invention are within the scope of the invention.
Claims (4)
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| Application Number | Priority Date | Filing Date | Title |
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| CN202211129387.1A CN115788146B (en) | 2022-09-16 | 2022-09-16 | A communication tower foundation correction structure |
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| CN202211129387.1A CN115788146B (en) | 2022-09-16 | 2022-09-16 | A communication tower foundation correction structure |
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Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103696614A (en) * | 2013-12-01 | 2014-04-02 | 国家电网公司 | Power transmission line tower inclination detection and correction system |
| CN109306813A (en) * | 2018-10-23 | 2019-02-05 | 国网山东省电力公司昌乐县供电公司 | Power line pole correction device |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3100350B2 (en) * | 1997-03-31 | 2000-10-16 | 富士男 板垣 | Correction device and correction method for correcting settlement of building |
| CN212130097U (en) * | 2019-12-23 | 2020-12-11 | 四川企易标信息科技有限公司 | Communication tower that interference killing feature is strong |
| CN215212655U (en) * | 2021-05-06 | 2021-12-17 | 上海泽亿通信技术有限公司 | Signal tower is with stabilizing base for communication construction |
| CN114908820B (en) * | 2021-12-29 | 2023-07-14 | 中国化学工程第四建设有限公司 | Tower deviation correcting method |
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Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103696614A (en) * | 2013-12-01 | 2014-04-02 | 国家电网公司 | Power transmission line tower inclination detection and correction system |
| CN109306813A (en) * | 2018-10-23 | 2019-02-05 | 国网山东省电力公司昌乐县供电公司 | Power line pole correction device |
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