Insulation pull rod emergency repair tower
The insulating pull rod repair tower with frame structure and flange connection solves the problems of traditional repair towers such as long time consumption, poor interchangeability and high cost. It realizes rapid assembly and disassembly, adapts to multiple geological environments, and meets the needs of rapid power restoration.
Patent Information
- Application Number
- CN202511011422.3
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2025-07-22
- Publication Date
- 2025-09-16
AI Technical Summary
Traditional emergency repair towers take too long to assemble and cannot meet the emergency repair window period after major accidents. Non-standard components cannot be interchanged, inventory and transportation costs are high, the structure is easily deformed under strong wind conditions, and there is a lack of a modular reinforcement system.
The insulated pull rod repair tower adopts a frame structure. The tower body is assembled by multiple tower sections with standard cross-section sizes through flange connectors. The crossarms are connected to the tower body through crossarm square boxes. The crossarms and tower columns are detachably connected. It can be quickly installed on the ground and the anchor pit is convenient to dig.
It achieves rapid assembly and disassembly, easy tower interchange, firm and reliable connection, adapts to multiple geological environments, shortens construction period, and meets the needs of rapid power restoration.
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Figure CN120649715A_ABST
Abstract
Description
Technical Field
[0001] The invention relates to the technical field of emergency repair towers, in particular to an insulating pull rod emergency repair tower. Background Art
[0002] Power repair towers are core infrastructure for power grid emergency response. They are primarily used to quickly replace fallen towers and broken lines caused by natural disasters (such as typhoons and ice storms), external damage, or aging equipment, restoring power supply in the shortest possible time. This is especially true in high-voltage / ultra-high-voltage transmission line repair scenarios.
[0003] Traditional emergency repair towers mainly use lattice-type angle steel towers or integrally hoisted steel tower structures. Angle steel towers require hundreds of components to be bolted together on site one by one. The average tower assembly time exceeds 8 hours, which cannot meet the "golden 6-hour" emergency repair window period after a major accident. Non-standard components cannot be interchanged, and different voltage level lines require multiple sets of tower types. The inventory and transportation costs are high. The tower body requires a pre-cast concrete foundation. The construction period is extended by 2-3 days in soft geological, frozen soil or heavy rain environments. The crossarms and tower columns are directly welded or customized, and lack a modular reinforcement system. Structural deformation is prone to occur under strong wind conditions. Therefore, how to carry out modular emergency repair towers with rapid disassembly and assembly, structural interchangeability, and strong foundation adaptability to fundamentally improve the emergency response capability of the power grid is an urgent problem that needs to be solved by technicians in this field. Summary of the Invention
[0004] The purpose of the present invention is to provide an insulating pull rod emergency repair tower to solve the problem proposed in the above background technology that traditional emergency repair towers mainly adopt lattice angle steel towers or integral hoisting steel tower structures. The angle steel towers need to be bolted together with hundreds of components on site one by one. The average tower assembly time is more than 8 hours, which cannot meet the "golden 6 hours" emergency repair window period after a major accident. Non-standard components cannot be interchanged. Different voltage level lines need to be equipped with multiple sets of tower types. The inventory and transportation costs are high. The tower body needs a pre-cast concrete foundation. The construction period is extended by 2-3 days in soft geological, frozen soil or heavy rain environments. The crossarms and tower columns are directly welded or customized connectors are used. There is a lack of a modular tensioning system, and the structure is prone to deformation under strong wind conditions.
[0005] To achieve the above object, the present invention provides the following technical solutions: an insulating pull rod repair tower, a tower body and a cross arm;
[0006] The tower body is assembled from multiple tower sections of standard cross-sectional dimensions through flange connectors;
[0007] The cross arms include a lower cross arm, a middle cross arm and an upper cross arm, all of which are laterally detachably connected between the two groups of tower bodies through a cross arm square box and a tower section.
[0008] Preferably, the tower section includes a conical section, a first straight section, a second straight section, a third straight section, a fourth straight section, a fifth straight section and a sixth straight section, the cross-sectional dimensions of each straight section are 900*900mm or 700*700mm, and the cross-sectional dimensions of the conical section transition from 900*900mm to a standard connection end.
[0009] Preferably, the end of the fourth straight section is connected to an adjustable pull rod assembly, and the adjustable pull rod assembly includes a wire hanging plate, a third pull rod, a pull rod hanging plate, a turnbuckle bolt and a second pull rod;
[0010] The wire hanging plate is connected to the end of the fourth straight section through a first hexagonal bolt, the third pull rod is hinged to the wire hanging plate through a second hexagonal bolt, and the pull rod hanging plate is connected to the second pull rod through a turnbuckle bolt.
[0011] Preferably, a first right-angle hanging plate is provided at the connection between the third straight section and the tapered section;
[0012] The pull rod hanging plate is mounted on the first right-angle hanging plate through a second hexagonal bolt.
[0013] Preferably, the end portion where the cone sections are connected is connected to a ground wire hanger;
[0014] An extended ground wire hanging point is provided at the bottom of the ground wire hanging piece.
[0015] Preferably, a second right-angled hanging plate is provided on the side wall of the tower body;
[0016] The ends of the second right-angle hanging plates are connected with connecting plates.
[0017] Preferably, the connecting plate is a triangular structure, and two ends of the connecting plate extend outward and are connected in parallel with two U-shaped rings;
[0018] The end of the U-shaped ring is connected to a first wire clamp, and the end of the first wire clamp is connected to a first galvanized steel strand;
[0019] The two first galvanized steel strands are arranged in parallel, and the outer side walls of the first galvanized steel strands are connected to first steel rope clamps;
[0020] The end of the first galvanized steel strand is connected to a first tension rod, and the end of the first tension rod is connected to a first steel anchor;
[0021] The first steel ground anchor is fixed on the ground.
[0022] Preferably, a second wire clamp is provided on the side wall of the tower body;
[0023] A second galvanized steel strand is provided at the end of the second wire clamp, and a second steel rope clamp is provided on the outer side wall of the second galvanized steel strand;
[0024] A second tension rod is provided at the end of the second galvanized steel strand, and a second steel anchor is provided at the end of the second tension rod;
[0025] The second steel ground anchor is fixed on the ground.
[0026] Preferably, the end of the connecting cone section is connected to a lower cone section fork ear, a first hexagonal bolt is provided on the side wall of the lower cone section fork ear, and the lower cone section fork ear is connected to the connecting cone section through the first hexagonal bolt.
[0027] Preferably, a fourth hexagonal bolt is provided on the outer side wall of the fork ear of the lower cone section, and the fork ear of the lower cone section is connected to the hinged support through the fourth hexagonal bolt;
[0028] A steel chisel is provided on the hinged support and passes through the hinged support and is fixed on the ground.
[0029] Compared with the prior art, the present invention has the following beneficial effects:
[0030] (1) All adopt frame structure and segmented assembly form. The tower columns are connected by flanges and can be interchanged at will. The assembly is fast and the connection is firm and reliable. The cross arms and tower columns are connected by cross arm square boxes, which is easy to assemble.
[0031] (2) This emergency repair tower can be installed and used on the ground with a ground bearing capacity Q>10T / m2 without the need for a special concrete foundation. The assembly and digging of the anchor pit can be completed within three hours, and normal power supply can be quickly restored. BRIEF DESCRIPTION OF THE DRAWINGS
[0032] Figure 1 It is a schematic diagram of the structure of the present invention;
[0033] Figure 2 This is a schematic diagram of the fork ear structure of the lower cone section of the present invention;
[0034] Figure 3 This is a schematic diagram of the connection between the first straight section and the first straight section of the present invention;
[0035] Figure 4 This is a schematic diagram of the cross arm square box structure of the present invention;
[0036] Figure 5 Schematic diagram of the fourth straight segment and the connection between the fourth straight segments of the present invention;
[0037] Figure 6 This is a schematic diagram of the third pull rod structure of the present invention;
[0038] Figure 7 This is a schematic diagram of the second pull rod structure of the present invention;
[0039] Figure 8 This is a schematic diagram of the pull rod hanging plate structure of the present invention;
[0040] Figure 9 This is a schematic diagram of the structure of the ground wire hanger of the present invention;
[0041] Figure 10 This is a schematic diagram of the first pull rod structure of the present invention;
[0042] Figure 11 This is a schematic structural diagram of the first galvanized steel strand of the present invention;
[0043] Figure 12 This is a schematic structural diagram of the second galvanized steel strand of the present invention.
[0044] In the figure: 1 cone section, 2 first straight section, 3 second straight section, 4 third straight section, 5 fourth straight section, 6 fifth straight section, 7 sixth straight section, 8 hinged support, 9 steel drill, 10 lower cone section fork ear, 11 cross arm square box, 12 conductor hanging plate, 13 tie rod hanging plate, 14 ground wire hanger, 15 turnbuckle bolt, 16 first right angle hanging plate, 17 first tie rod, 18 second tie rod, 19 third tie rod, 20 first insulating tie rod, 21 second insulating tie rod, 22 third insulating tie rod, 23 first hexagon bolt, 24 second hexagonal bolt, 25 third hexagonal bolt, 26 fourth hexagonal bolt, 27 cross arm layer tension wire, 28 middle layer tension wire, 29 first flange, 30 second flange, 31 ground wire hanging point, 32 second right-angle hanging plate, 33 connecting plate, 34 U-shaped ring, 35 first wire clamp, 36 first galvanized steel strand, 37 first steel rope clamp, 38 first pull rod, 39 first steel ground anchor, 40 second wire clamp, 41 second galvanized steel strand, 42 second steel rope clamp, 43 second pull rod, 44 second steel ground anchor. DETAILED DESCRIPTION
[0045] The following will clearly and completely describe the technical solutions in the embodiments of the present invention in conjunction with the accompanying drawings. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making creative efforts are within the scope of protection of the present invention.
[0046] The present invention provides an insulating pull rod repair tower, which adopts a frame structure and is assembled in sections. The tower columns are connected by flanges and can be interchanged at will. The tower columns are quick to assemble and have a firm and reliable connection. The cross arms and tower columns are connected by a cross arm square box, which is easy to assemble.
[0047] Example 1
[0048] See 1 and Figure 3-12The cone section 1 is a 3-meter cone section (900*900mm), the first straight section 2 is a 4-meter straight section (900*900mm), the second straight section 3 is a 2-meter straight section (900*900mm), the third straight section 4 is a 3-meter straight section (900*900mm), the fourth straight section 5 is a 3-meter straight section (700*700mm), the fifth straight section 6 is a 3.5-meter straight section (700*700mm), and the sixth straight section 7 is a 4-meter straight section (700*700mm).
[0049] The tower body is composed of cone section 1, the first straight section 2 of section 4, cross arm box 11, the first straight section 2 of section 3, the second straight section 3, cross arm box 11, the first straight section 2 of section 2, the second straight section 3, cross arm box 11, the first straight section 2 of section 2, the second straight section 3, cross arm box 11, the third straight section 4 and cone section 1, with a total height of 59m.
[0050] There are two sets of towers, which are vertically arranged side by side and can be detachably installed on the ground;
[0051] The lower cross arm is composed of two fourth straight sections 5, a cross arm square box 11, the first straight section 2, a cross arm square box 11 and two fourth straight sections 5, with a total length of 16m.
[0052] The lower cross arm is installed horizontally between the two towers;
[0053] The middle cross arm is composed of the fifth straight section 6, the sixth straight section 7, the cross arm square box 11, the sixth straight section 7, the cross arm square box 11, the sixth straight section 7 and the fifth straight section 6, with a total length of 19m;
[0054] The middle cross arm is installed horizontally between the two tower bodies, and the middle cross arm is at the upper end of the lower cross arm;
[0055] The upper cross arm is composed of two fourth straight sections 5, a cross arm square box 11, a first straight section 2, a cross arm square box 11 and two fourth straight sections 5, with a total length of 16m;
[0056] The lower cross arm is installed horizontally between the two tower bodies, and the upper cross arm is on the upper end of the middle cross arm;
[0057] like Figure 3 and Figure 5 As shown, each section is connected by a first flange 29 or a second flange 30 , the first flange 29 is connected by a first hexagonal bolt 23 , and the second flange 30 is connected by a third hexagonal bolt 25 ;
[0058] The cross arm box 11 is connected to each section through a flange, and the cross arm box 11 and each section are connected by a first hexagonal bolt 23;
[0059] The end of the fourth straight section 5 is connected to the wire hanging plate 12 via a first hexagonal bolt 23, and the side wall of the wire hanging plate 12 is connected to the third pull rod 19 via a second hexagonal bolt 24;
[0060] The end of the third tie rod 19 is connected to the tie rod hanging plate 13, the end of the tie rod hanging plate 13 is connected to the turnbuckle bolt 15, the end of the turnbuckle bolt 15 is connected to the second tie rod 18, and the second tie rod 18 is connected to the connection between the third straight section 4 and the tapered section 1 of the tower top;
[0061] The end of the second tie rod 18 is connected to the first right-angle hanging plate 16. The tie rod hanging plate 13 is installed at the connection between the third straight section 4 and the tapered section 1 of the tower top of the other tower body through the second hexagonal bolt 24. The tie rod hanging plate 13 is connected to the first right-angle hanging plate 16.
[0062] The top cone section 1 of the tower top is connected to a ground wire hanger 14 via a first hexagonal bolt 23. A ground wire hanging point 31 is connected to the bottom outer edge of the ground wire hanger 14 for carrying the ground wire.
[0063] The other end of the upper cross arm is also connected to the third pull rod 19, one end of the third pull rod 19 is connected to the first right angle hanging plate 16, the other end of the first right angle hanging plate 16 is connected to the first pull rod 17, the first pull rod 17 is connected to the first right angle hanging plate 16. Figure 7 The turnbuckle bolt 15 is connected;
[0064] A second right-angled hanging plate 32 is installed at the connection between the middle and lower crossarms and the tower body. The end of the second right-angled hanging plate 32 is connected to a connecting plate 33. The end of the connecting plate 33 is connected to a U-shaped ring 34. The end of the U-shaped ring 34 is connected to a first wire clamp 35. The end of the first wire clamp 35 is connected to a first galvanized steel strand 36. The side wall of the first galvanized steel strand 36 is connected to a first steel rope clamp 37. The end of the first galvanized steel strand 36 is connected to a first tension rod 38. The end of the first tension rod 38 is connected to a first steel anchor 39. The first steel anchor 39 is fixed to the ground to strengthen the structural strength of the tower body erected on the ground.
[0065] A second wire clamp 40 is installed on both sides of the two tower bodies. The end of the second wire clamp 40 is connected to the second galvanized steel strand 41. The side wall of the second galvanized steel strand 41 is connected to a second steel rope clip 42. The end of the second galvanized steel strand 41 is connected to a second pull rod 43. The end of the second pull rod 43 is connected to a second steel anchor 44. The second steel anchor 44 is fixed to the ground to strengthen the structural strength of the tower body erected on the ground.
[0066] Example 2
[0067] See also Figure 1-2The end of the cone section 1 is connected to the lower cone section fork ear 10 through the first hexagonal bolt 23, and the lower cone section fork ear 10 is connected to the hinged support 8 through the fourth hexagonal bolt 26. Steel drills 9 are installed on both sides of the top of the hinged support 8. The steel drills 9 penetrate the hinged support 8 and are fixed to the ground. This emergency repair tower can be installed and used on the ground with a ground bearing capacity Q>10T / m2 without the need for a specially made concrete foundation. The assembly and excavation of the anchor pit can be completed within three hours, and normal power supply can be quickly restored.
[0068] Although the present invention has been described above with reference to exemplary embodiments, various modifications may be made thereto and equivalent components may be substituted without departing from the scope of the present invention. In particular, the various features of the embodiments disclosed herein may be combined with one another in any manner, provided no structural conflicts exist. The omission of an exhaustive description of these combinations in this specification is solely for the sake of space and resource conservation. Therefore, the present invention is not limited to the specific embodiments disclosed herein, but encompasses all technical solutions within the scope of the claims.
Claims
1. An insulating pull rod repair tower, characterized by: tower body and crossarms; The tower body is assembled from multiple tower sections of standard cross-sectional dimensions through flange connectors; The cross arms include a lower cross arm, a middle cross arm and an upper cross arm, all of which are laterally detachably connected between the two groups of tower bodies through a cross arm square box and a tower section.
2. The insulating pull rod repair tower according to claim 1, characterized in that: The tower section comprises a cone section (1), a first straight section (2), a second straight section (3), a third straight section (4), a fourth straight section (5), a fifth straight section (6) and a sixth straight section (7), wherein the cross-sectional dimensions of each straight section are 900*900mm or 700*700mm, and the cross-sectional dimensions of the cone section (1) transition from 900*900mm to a standard connection end.
3. The insulating pull rod repair tower according to claim 2, characterized in that: The end of the fourth straight section (5) is connected to an adjustable pull rod group, and the adjustable pull rod group includes a wire hanging plate (12), a third pull rod (19), a pull rod hanging plate (13), a turnbuckle bolt (15) and a second pull rod (18); The wire hanging plate (12) is connected to the end of the fourth straight section (5) through a first hexagonal bolt (23), the third pull rod (19) is hinged to the wire hanging plate (12) through a second hexagonal bolt (24), and the pull rod hanging plate (13) is connected to the second pull rod (18) through a turnbuckle bolt (15).
4. The insulating pull rod repair tower according to claim 3, characterized in that: A first right-angle hanging plate (16) is provided at the connection between the third straight section (4) and the conical section (1); The pull rod hanging plate (13) is mounted on the first right-angle hanging plate (16) via a second hexagonal bolt (24).
5. The insulating pull rod repair tower according to claim 4, characterized in that: The end portion of the cone section (1) is connected to a ground wire hanger (14); An extended ground wire hanging point (31) is provided at the bottom of the ground wire hanging member (14).
6. The insulating pull rod repair tower according to claim 5, characterized in that: A second right-angled hanging plate (32) is provided on the side wall of the tower body; The end of the second right-angle hanging plate (32) is connected to a connecting plate (33).
7. The insulating pull rod repair tower according to claim 6, characterized in that: The connecting plate (33) is a triangular structure, and two ends of the connecting plate (33) extend outwards and are connected in parallel with two U-shaped rings (34); The end of the U-shaped ring (34) is connected to a first wire clamp (35), and the end of the first wire clamp (35) is connected to a first galvanized steel strand (36); The two first galvanized steel strands (36) are arranged in parallel, and a first steel rope clamp (37) is connected to the outer side wall of the first galvanized steel strand (36); The end of the first galvanized steel strand (36) is connected to a first pull rod (38), and the end of the first pull rod (38) is connected to a first steel anchor (39); The first steel anchor (39) is fixed on the ground.
8. The insulating pull rod repair tower according to claim 7, characterized in that: A second wire clamp (40) is provided on the side wall of the tower body; A second galvanized steel strand (41) is provided at the end of the second wire clamp (40), and a second steel rope clamp (42) is provided on the outer side wall of the second galvanized steel strand (41); A second pull rod (43) is provided at the end of the second galvanized steel strand (41), and a second steel anchor (44) is provided at the end of the second pull rod (43); The second steel anchor (44) is fixed on the ground.
9. The insulating pull rod repair tower according to claim 8, characterized in that: The end of the connecting cone section (1) is connected to a lower cone section fork ear (10), a first hexagonal bolt (23) is provided on the side wall of the lower cone section fork ear (10), and the lower cone section fork ear (10) is connected to the connecting cone section (1) via the first hexagonal bolt (23).
10. The insulating pull rod repair tower according to claim 9, characterized in that: A fourth hexagonal bolt (26) is provided on the outer side wall of the lower cone section fork ear (10), and the lower cone section fork ear (10) is connected to a hinged support (8) via the fourth hexagonal bolt (26); A steel chisel (9) is provided on the hinged support (8), and the steel chisel (9) passes through the hinged support (8) and is fixed on the ground.