A reinforcing structure for a tower construction support

Abstract

The utility model provides a reinforcing structure for iron tower structure support relates to iron tower support fixed technology field, including structure support main part and bottom fixed and middle part buffer reinforcing mechanism, by the drawing, install auxiliary buffer reinforcing structure in the middle part of structure support main part, the middle stress point of iron tower is fixed with fixed slide bar by point welding, and fixed slide bar surface installs the buffer damping sleeve that can carry out small sliding, in the use process, through the telescopic oil rod of structure support main part middle part fixed and the damping cylinder sleeve of upper end sliding carry out damping sleeve joint connection, when meeting strong wind weather, when iron tower is deviated by wind force, will through the damping cylinder sleeve of middle part's damping sleeve joint connection and make telescopic oil rod inwards contract in reverse deviation direction, and the spacing deviation sliding sleeve of upper end also will follow small deviation, and then to iron tower deviation's force carries out buffer correction, prevents the problem that iron tower connection place is loose because of iron tower deviation too big.

Description

Technical Field

[0001] This utility model relates to the field of tower support fixing technology, and in particular to a reinforcement structure for tower support. Background Technology

[0002] As a key infrastructure in the fields of power, communications, and broadcasting, iron tower supports play an important role in supporting lines and equipment and resisting external loads. Their safe and stable operation is directly related to the continuity of energy transmission and information transmission. However, in the long-term use process, iron tower supports are affected by multiple factors, which together give rise to the demand for reinforcement structures and constitute the background for their development.

[0003] Since the tower is exposed to the outdoors for a long time, extreme weather disasters such as strong winds and earthquakes can exert huge impacts on the tower's support structure. If the structure itself has limited wind and earthquake resistance, problems such as member deformation, loosening of joints, or even overall tilting can easily occur. At the same time, the strength of the joint connections will also decrease, which may lead to insufficient structural bearing capacity in severe cases.

[0004] Therefore, we provide a reinforcement structure for iron tower supports to solve the above problems. Utility Model Content

[0005] The purpose of this utility model is to provide a reinforcement structure for iron tower support, thereby solving the problems mentioned in the background art.

[0006] To achieve the above objectives, this utility model provides the following technical solution: a reinforcement structure for a steel tower support frame, comprising a support frame body and a bottom fixing and middle buffer reinforcement mechanism, wherein the bottom fixing and middle buffer reinforcement mechanism is provided on the inner side of the support frame body. The bottom fixing and middle buffer reinforcement mechanism includes a bottom auxiliary reinforcement component, a lateral offset auxiliary buffer component, and a longitudinal fixing support adjustment component. The bottom auxiliary reinforcement component is provided at the lower end of the main body of the support frame, the lateral offset auxiliary buffer component is provided on the upper side of the main body of the support frame, and the longitudinal fixing support adjustment component is provided on the inner side of the main body of the support frame.

[0007] Preferably, the bottom auxiliary reinforcement component includes a bottom support ram, a pre-embedded internal threaded sleeve, a buffer damping spring, and a plug-in threaded rod. The bottom support ram is provided at the lower end of the main body of the support frame. The pre-embedded internal threaded sleeve is inserted and fixed to the surface of the bottom support ram. The main body of the support frame is threadedly fixed to the pre-embedded internal threaded sleeve through the plug-in threaded rod. A buffer damping spring is sleeved at the connection between the pre-embedded internal threaded sleeve and the plug-in threaded rod.

[0008] Preferably, the lateral offset auxiliary buffer assembly includes a fixed slide rod, a limiting offset sliding sleeve, a bottom fixed clamp, and a damping cylinder sleeve. The fixed slide rod is fixedly welded to the inner side of the upper end of the main body of the support frame. The limiting offset sliding sleeve is slidably connected to the surface of the fixed slide rod. The bottom fixed clamp is fixedly connected to the lower end of the limiting offset sliding sleeve. The damping cylinder sleeve is rotatably sleeved on the inner side of the lower end of the bottom fixed clamp.

[0009] Preferably, the longitudinal fixed support adjustment assembly includes a fixed support plate, a support fixing sleeve, and a telescopic hydraulic rod. The fixed support plate is welded and fixed to the inner side of the main body of the support frame. The support fixing sleeve is fixedly connected to the upper side of the fixed support plate. The telescopic hydraulic rod is movably sleeved on the inner side of the upper end of the support fixing sleeve. The telescopic hydraulic rod and the damping cylinder sleeve form a damping telescopic connection structure.

[0010] Compared with the prior art, the beneficial effects of this utility model are: As shown in the figure, this utility model features an auxiliary buffer reinforcement structure installed in the middle of the main support structure. A fixed sliding rod is welded to the central stress point of the tower, and a buffer damping sleeve capable of slight sliding is installed on the surface of the fixed sliding rod. During use, the telescopic hydraulic rod fixed in the middle of the main support structure is connected to the upper sliding damping cylinder sleeve via a damping sleeve connection. In strong winds, when the tower shifts due to wind force, the damping cylinder sleeve connected in the middle will retract the telescopic hydraulic rod in the opposite direction of the shift, and the upper limiting offset sliding sleeve will also shift slightly, thus buffering and correcting the force of the tower's shift and preventing excessive tower shift that could lead to loosening of the tower connections. Attached Figure Description

[0011] Figure 1 This is a schematic diagram of the overall appearance structure of this utility model; Figure 2 This is a schematic diagram of the bottom structure of the overall appearance of this utility model; Figure 3 For the present utility model Figure 1 A magnified structural diagram at point A; Figure 4 For the present utility model Figure 2 A magnified structural diagram at point B; The following are the labeling elements in the diagram: 1. Main body of the support frame; 2. Bottom fixing and middle buffer reinforcement mechanism; 21. Bottom auxiliary reinforcement component; 211. Bottom support ram; 212. Embedded internal threaded sleeve; 213. Buffer damping spring; 214. Inserted threaded rod; 22. Lateral offset auxiliary buffer component; 221. Fixed slide rod; 222. Limit offset sliding sleeve; 223. Bottom fixed clamp; 224. Damping cylinder sleeve; 23. Longitudinal fixed support adjustment component; 231. Fixed support plate; 232. Support fixed clamp; 233. Telescopic hydraulic rod. Detailed Implementation

[0012] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0013] Please see Figure 1-4 As shown, this utility model provides a technical solution: a reinforcement structure for a support frame of a steel tower, including a support frame body 1 and a bottom fixing and middle buffer reinforcement mechanism 2, wherein the bottom fixing and middle buffer reinforcement mechanism 2 is provided on the inner side of the support frame body 1. The bottom fixing and middle buffer reinforcement mechanism 2 includes a bottom auxiliary reinforcement component 21, a lateral offset auxiliary buffer component 22 and a longitudinal fixing support adjustment component 23. The bottom auxiliary reinforcement component 21 is provided at the lower end of the support body 1, the lateral offset auxiliary buffer component 22 is provided on the upper side of the support body 1, and the longitudinal fixing support adjustment component 23 is provided on the inner side of the support body 1.

[0014] Furthermore, the bottom auxiliary reinforcement component 21 includes a bottom support ram 211, a pre-embedded internal threaded sleeve 212, a buffer damping spring 213, and a threaded rod 214. The bottom support ram 211 is located at the lower end of the main support body 1. The pre-embedded internal threaded sleeve 212 is inserted and fixed to the surface of the bottom support ram 211. The main support body 1 is threadedly connected to the pre-embedded internal threaded sleeve 212 via the threaded rod 214. The pre-embedded internal threaded sleeve 212 and the threaded rod 214... A buffer damping spring 213 is sleeved at the connection. During use, a pre-embedded internal threaded sleeve 212 is pre-embedded and fixed inside the bottom support ram 211. When fixing the entire support body 1, the pre-embedded internal threaded sleeve 212 can fix the support body 1 well. A buffer damping spring 213 is sleeved at the top connection between the internal threaded sleeve 212 and the threaded rod 214. During use, the buffer damping spring 213 can release the stress at the connection.

[0015] Furthermore, the lateral offset auxiliary buffer assembly 22 includes a fixed slide rod 221, a limiting offset sliding sleeve 222, a bottom fixed sleeve 223, and a damping cylinder sleeve 224. The fixed slide rod 221 is fixedly welded to the inner side of the upper end of the support body 1. The limiting offset sliding sleeve 222 is slidably connected to the surface of the fixed slide rod 221. The bottom fixed sleeve 223 is fixedly connected to the lower end of the limiting offset sliding sleeve 222. The damping cylinder sleeve 224 is rotatably sleeved on the inner side of the lower end of the bottom fixed sleeve 223.

[0016] Furthermore, the longitudinal fixed support adjustment assembly 23 includes a fixed support plate 231, a support fixing sleeve 232, and a telescopic hydraulic rod 233. The fixed support plate 231 is welded and fixed to the inner side of the main body 1 of the support frame. The support fixing sleeve 232 is fixedly connected to the upper side of the fixed support plate 231. The telescopic hydraulic rod 233 is movably sleeved on the inner side of the upper end of the support fixing sleeve 232. The telescopic hydraulic rod 233 and the damping cylinder sleeve 224 form a damping telescopic connection structure. The telescopic hydraulic rod 233 fixed in the middle of the main body 1 and the damping cylinder sleeve 224 sliding at the upper end are connected by a damping sleeve. When encountering strong winds, when the tower is deflected by the wind force, the telescopic hydraulic rod 233 will be retracted inward in the opposite direction of the deflection through the damping cylinder sleeve 224 connected in the middle. The upper limit offset sliding sleeve 222 will also be slightly offset, thereby buffering and correcting the force of the tower deflection.

[0017] Although embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of the present invention, the scope of which is defined by the appended claims and their equivalents.

Claims

1. A reinforcement structure for a steel tower support frame, comprising a support frame body (1) and a bottom fixing and middle buffer reinforcement mechanism (2), characterized in that: The inner side of the main body (1) of the support frame is provided with a bottom fixing and middle buffer reinforcement mechanism (2). The bottom fixing and middle buffer reinforcement mechanism (2) includes a bottom auxiliary reinforcement component (21), a lateral offset auxiliary buffer component (22) and a longitudinal fixed support adjustment component (23). The bottom auxiliary reinforcement component (21) is provided at the lower end of the main body of the support frame (1), the lateral offset auxiliary buffer component (22) is provided on the upper side of the main body of the support frame (1), and the longitudinal fixed support adjustment component (23) is provided on the inner side of the main body of the support frame (1).

2. The reinforcement structure for iron tower support according to claim 1, characterized in that, The bottom auxiliary reinforcement component (21) includes a bottom support ram (211), a pre-embedded internal threaded sleeve (212), a buffer damping spring (213), and a plug-in threaded rod (214). The bottom support ram (211) is provided at the lower end of the main body of the support frame (1). The pre-embedded internal threaded sleeve (212) is inserted and fixed on the surface of the bottom support ram (211). The main body of the support frame (1) is threadedly fixed to the pre-embedded internal threaded sleeve (212) through the plug-in threaded rod (214). A buffer damping spring (213) is sleeved at the connection between the pre-embedded internal threaded sleeve (212) and the plug-in threaded rod (214).

3. The reinforcement structure for iron tower support according to claim 1, characterized in that, The lateral offset auxiliary buffer assembly (22) includes a fixed slide rod (221), a limiting offset sliding sleeve (222), a bottom fixed sleeve (223), and a damping cylinder sleeve (224). The upper inner side of the main body of the support frame (1) is fixedly welded with the fixed slide rod (221). The surface of the fixed slide rod (221) is slidably connected to the limiting offset sliding sleeve (222). The lower end of the limiting offset sliding sleeve (222) is fixedly connected to the bottom fixed sleeve (223). The lower inner side of the bottom fixed sleeve (223) is rotatably sleeved with the damping cylinder sleeve (224).

4. The reinforcement structure for iron tower support according to claim 1, characterized in that, The longitudinal fixed support adjustment assembly (23) includes a fixed support plate (231), a support fixed sleeve (232), and a telescopic oil rod (233). The fixed support plate (231) is welded and fixed to the inner side of the main body (1) of the support frame. The support fixed sleeve (232) is fixedly connected to the upper side of the fixed support plate (231). The telescopic oil rod (233) is movably sleeved on the inner side of the upper end of the support fixed sleeve (232). The telescopic oil rod (233) and the damping cylinder sleeve (224) form a damping telescopic connection structure.

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