CN209457477U - Integrated Communication Tower Reinforcement Device - Google Patents
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Abstract
本实用新型涉及一种通信基站,尤其是涉及一种一体化通信塔加固装置。一体化通信塔加固装置,包括基础,基础上设置塔身和机房,还包括一级斜撑杆和二级斜撑杆;塔身的外壁上设置有第一连接板,一级斜撑杆的一端与第一连接板固定连接,机房顶部设置有第二连接板,一级斜撑杆的另一端与第二连接板固定连接;塔身的外壁上套设有塔身抱箍,二级斜撑杆的一端与塔身抱箍固定连接,基础上设置有基础抱箍,二级斜撑杆的另一端与基础抱箍固定连接;二级斜撑杆与塔身的连接点位置高于一级斜撑杆与塔身的连接点位置。本实用新型具有能够有效地提高通信塔的稳定性、增强整体结构强度、避免通信塔倾倒等有益效果。
The utility model relates to a communication base station, in particular to an integrated communication tower strengthening device. The integrated communication tower reinforcement device includes a foundation on which a tower body and a machine room are set, and also includes a first-level diagonal brace and a second-level diagonal brace; One end is fixedly connected with the first connecting plate, the top of the machine room is provided with a second connecting plate, the other end of the first-stage diagonal brace is fixedly connected with the second connecting plate; One end of the strut is fixedly connected with the hoop of the tower body, and the foundation hoop is set on the foundation, and the other end of the second-level diagonal brace is fixedly connected with the hoop of the foundation; the connection point between the second-level diagonal brace and the tower body is higher than the first The position of the connection point between the level diagonal brace and the tower body. The utility model has the beneficial effects of effectively improving the stability of the communication tower, enhancing the strength of the overall structure, avoiding the communication tower from toppling, and the like.
Description
技术领域technical field
本实用新型涉及一种通信基站,尤其是涉及一种一体化通信塔加固装置。The utility model relates to a communication base station, in particular to an integrated communication tower reinforcing device.
背景技术Background technique
现有的通信基站由机房和通信塔构成,机房和通信塔固定在基础上形成整个基站。现有的通信塔通过底部的法兰与基础固定连接,这类通信塔垂直度上存在隐患,容易发生倾倒。还有一类通信塔是在塔身侧面固定斜撑杆,这类斜撑杆仅仅能够实现塔身与基础之间的连接和支撑,而且连接点通常为固定的连接方式,无法根据需要调整连接位置,而且无法实现塔身与机房之间的连接,导致现有的通信塔垂直度无法保证,存在较大的倾倒的安全隐患。The existing communication base station consists of a machine room and a communication tower, and the machine room and the communication tower are fixed on the foundation to form the whole base station. The existing communication tower is fixedly connected to the foundation through the flange at the bottom, and there are hidden dangers in the verticality of this type of communication tower, which is prone to dumping. Another type of communication tower is to fix diagonal braces on the side of the tower body. This kind of diagonal braces can only realize the connection and support between the tower body and the foundation, and the connection points are usually fixed connection methods, and the connection position cannot be adjusted according to needs. , and the connection between the tower body and the computer room cannot be realized, resulting in the inability to guarantee the verticality of the existing communication tower, and there is a large potential safety hazard of toppling.
实用新型内容Utility model content
本实用新型主要是针对上述问题,提供一种能够有效地提高通信塔的稳定性、增强整体结构强度、避免通信塔倾倒的一体化通信塔加固装置。The utility model mainly aims at the above problems, and provides an integrated communication tower strengthening device which can effectively improve the stability of the communication tower, enhance the overall structural strength, and avoid the communication tower from toppling.
本实用新型的目的主要是通过下述方案得以实现的:一种一体化通信塔加固装置,包括基础,基础上设置塔身和机房,还包括一级斜撑杆和二级斜撑杆;塔身的外壁上设置有第一连接板,一级斜撑杆的一端与第一连接板固定连接,机房顶部设置有第二连接板,一级斜撑杆的另一端与第二连接板固定连接;塔身的外壁上套设有塔身抱箍,二级斜撑杆的一端与塔身抱箍固定连接,基础上设置有基础抱箍,二级斜撑杆的另一端与基础抱箍固定连接;二级斜撑杆与塔身的连接点位置高于一级斜撑杆与塔身的连接点位置。机房和塔身均固定于基础上,一级斜撑杆的一端连接在塔身上的第一连接板上,一级斜撑杆的另一端连接在机房顶部的第二连接板上,通过一级斜撑杆实现了对塔身的一级支撑,保证塔身具有比较稳定的垂直度,与此同时,通过一级斜撑杆能够实现塔身与机房的连接,利用机房作为支撑主体和配重主体,进一步增强对塔身的支撑。二级斜撑杆的一端通过塔身抱箍与塔身相连,二级斜撑杆的另一端通过基础抱箍与基础相连,实现了塔身与基础之间的连接,在塔身与基础之间形成支撑,使基础作为支撑主体和配重主体。而且,塔身抱箍能够在塔身上进行位置的竖直方向的调节,基础抱箍能够在基础上进行位置的水平方向的调节,实现对塔身进一步的支撑。另外,二级斜撑杆与塔身的连接点位置高于一级斜撑杆与塔身的连接点位置,保证塔身的不同高度段都能够具有支撑点,进一步增强稳定性。整个一体化通信塔加固装置,通过一级斜撑杆实现塔身与机房的连接和支撑,通过二级斜撑杆实现塔身与基础的连接和支撑,实现机房、塔身和基础中任意两个之间的连接和支撑,增强三者之间整体的稳定性和结构强度。The purpose of this utility model is mainly achieved through the following schemes: an integrated communication tower reinforcement device, including a foundation, on which a tower body and a machine room are arranged, and also includes a first-level diagonal brace and a second-level diagonal brace; The outer wall of the body is provided with a first connecting plate, one end of the first-stage diagonal bracing is fixedly connected with the first connecting plate, the top of the machine room is provided with a second connecting plate, and the other end of the first-stage diagonal bracing is fixedly connected with the second connecting plate The outer wall of the tower body is provided with a tower body hoop, one end of the second-level diagonal brace is fixedly connected with the tower body hoop, the foundation is provided with a foundation hoop, and the other end of the second-level diagonal brace is fixed to the foundation hoop Connection; the position of the connection point between the second-level diagonal brace and the tower body is higher than the connection point between the first-level diagonal brace and the tower body. Both the machine room and the tower body are fixed on the foundation. One end of the first-level diagonal brace is connected to the first connection plate on the tower body, and the other end of the first-level diagonal brace is connected to the second connection plate on the top of the machine room. The oblique brace realizes the first-level support for the tower body, ensuring a relatively stable verticality of the tower body. At the same time, the first-level oblique brace can realize the connection between the tower body and the machine room, and use the machine room as the supporting body and counterweight The main body further strengthens the support for the tower body. One end of the secondary diagonal brace is connected to the tower body through the hoop of the tower body, and the other end of the secondary diagonal brace is connected to the foundation through the foundation hoop, realizing the connection between the tower body and the foundation. The support is formed between them, so that the foundation serves as the main body of support and the main body of counterweight. Moreover, the hoop of the tower body can adjust the position in the vertical direction on the tower body, and the hoop of the foundation can adjust the position in the horizontal direction on the basis, so as to realize further support for the tower body. In addition, the connection point between the second-level diagonal brace and the tower body is higher than the connection point between the first-level diagonal brace and the tower body, ensuring that the different height sections of the tower body can have support points to further enhance stability. The entire integrated communication tower reinforcement device realizes the connection and support between the tower body and the machine room through the first-level diagonal braces, and realizes the connection and support between the tower body and the foundation through the second-level diagonal braces, and realizes any two of the machine room, the tower body and the foundation. The connection and support between the three enhance the overall stability and structural strength among the three.
作为优选,所述的一级斜撑杆为两个,两个一级斜撑杆呈“八”字型分布,一级斜撑杆的中部与塔身之间以及两个一级斜撑杆之间均固定连接有固定支撑臂。一级斜撑杆为两个,两个一级斜撑杆呈“八”字型分布,两个一级斜撑杆能够对塔身两个方向的支撑,一级斜撑杆的中部与塔身之间以及两个一级斜撑杆之间均固定连接有固定支撑臂,不仅能够增强两个一级斜撑杆与塔身的连接,而且能够增强两个一级斜撑杆之间的连接强度,进一步增强塔身与机房的连接和支撑,避免一级斜撑杆倾斜和变形。As a preference, there are two first-level diagonal braces, and the two first-level diagonal braces are distributed in a "eight" shape. Both are fixedly connected with fixed support arms. There are two first-level diagonal braces, and the two first-level diagonal braces are distributed in an "eight" shape. The two first-level diagonal braces can support the tower body in two directions. There are fixed support arms fixedly connected between the body and the two first-level diagonal braces, which can not only strengthen the connection between the two first-level diagonal braces and the tower body, but also enhance the connection between the two first-level diagonal braces. The connection strength further enhances the connection and support between the tower body and the machine room, and avoids the inclination and deformation of the first-level diagonal brace.
作为优选,所述的二级斜撑杆为两个,两个二级斜撑杆呈“八”字型分布,二级斜撑杆的中部与一级斜撑杆的中部之间以及两个二级斜撑杆之间均通过撑杆抱箍连接有可调支撑臂。二级斜撑杆为两个,两个二级斜撑杆呈“八”字型分布,二级斜撑杆能够对塔身两个方向的支撑,而且两个二级斜撑杆与一级斜撑杆的连接位置不同,使得两个二级斜撑杆与一级斜撑杆之间的支撑角度不同,进一步增强对塔身的支撑。二级斜撑杆的中部与一级斜撑杆的中部之间以及两个二级斜撑杆之间均通过撑杆抱箍连接有可调支撑臂,即能够通过撑杆抱箍调整可调支撑臂与二级斜撑杆和一级斜撑杆之间的连接位置,根据不同的情况调整,进一步增强二级斜撑杆和一级斜撑杆之间的连接强度避免变形和倾斜。As a preference, there are two secondary diagonal braces, and the two secondary diagonal braces are distributed in a "eight" shape. Between the middle part of the secondary diagonal brace and the middle part of the primary diagonal brace Adjustable support arms are connected between the secondary diagonal struts through strut hoops. There are two secondary diagonal braces, and the two secondary diagonal braces are distributed in an "eight" shape. The secondary diagonal braces can support the tower body in two directions, and the two secondary diagonal braces are connected with the primary The connection positions of the diagonal braces are different, so that the support angles between the two secondary diagonal braces and the primary diagonal braces are different, which further enhances the support for the tower body. Adjustable support arms are connected between the middle part of the secondary diagonal brace and the middle part of the primary diagonal brace and between the two secondary diagonal braces through the brace hoop, which can be adjusted and adjusted through the brace hoop. The connection position between the support arm and the secondary diagonal brace and the primary diagonal brace is adjusted according to different situations to further enhance the connection strength between the secondary diagonal brace and the primary diagonal brace to avoid deformation and inclination.
作为优选,所述的塔身抱箍与撑杆抱箍结构相同,塔身抱箍与撑杆抱箍均包括两个截面呈半圆形的箍板和位于箍板两端的耳板,耳板之间通过螺栓连接,塔身抱箍的外壁上设置有一级斜撑杆连接板,撑杆抱箍的外壁上设置有可调支撑臂连接板。塔身抱箍与撑杆抱箍结构相同,塔身抱箍与撑杆抱箍均包括两个截面呈半圆形的箍板和位于箍板两端的耳板,两个截面呈半圆形的箍板用来抱住圆柱体外表面,再通过耳板之间螺栓连接实现箍板的夹紧和定位,不仅能够根据需要调整箍板的位置,而且能够实现紧密的固定。Preferably, the structure of the hoop of the tower body and the hoop of the strut is the same, and both the hoop of the tower body and the hoop of the strut include two hoop plates with semicircular cross-sections and ear plates located at both ends of the hoop plates, the ear plates They are connected by bolts, the outer wall of the hoop of the tower body is provided with a first-level diagonal brace connecting plate, and the outer wall of the strut hoop is provided with an adjustable support arm connecting plate. The structure of the hoop of the tower body and the hoop of the strut are the same. Both the hoop of the tower body and the hoop of the strut include two hoop plates with a semicircular section and ear plates at both ends of the hoop plate. The hoop plate is used to hug the outer surface of the cylinder, and then the clamping and positioning of the hoop plate are realized through the bolt connection between the ear plates, which can not only adjust the position of the hoop plate according to needs, but also achieve tight fixation.
作为优选,所述的基础抱箍包括“U”字型的基础支撑架和压板,基础支撑架的两端延伸有与压板平行设置的夹板,压板与夹板之间通过螺杆固定连接。基础抱箍包括“U”字型的基础支撑架和压板,“U”字型的基础支架用来支撑基础的底面和两个侧面,在用压板和耳板的螺杆固定,实现了对基础的夹紧和定位,不仅能够调整基础抱箍的位置,而且能够实现快速连接和紧密的固定。Preferably, the basic hoop includes a "U"-shaped basic support frame and a pressure plate, two ends of the basic support frame are extended with splints arranged parallel to the pressure plate, and the pressure plate and the splint are fixedly connected by screws. The foundation hoop includes a "U"-shaped foundation support frame and a pressure plate. The "U"-shaped foundation support is used to support the bottom surface and two sides of the foundation. Clamping and positioning can not only adjust the position of the basic hoop, but also realize quick connection and tight fixation.
作为优选,所述的夹板与基础支撑架之间的夹角处设置有加强筋。Preferably, reinforcing ribs are provided at the angle between the splint and the basic support frame.
作为优选,机房的两侧设置有配重块,配重块通过连接架与基础固定连接,连接架呈倒“U”字型并套设在配重块顶面和两侧,连接架两端延伸有架板,架板与基础螺栓连接。机房的两侧设置有配重块,利用配重块增强整个基站的重量,不仅能够压住基础,而且能够增强基础和机房对塔身的支撑来抵抗塔身轴线的小幅度偏移造成的扭矩。连接架呈倒“U”字型并套设在配重块顶面和两侧,连接架两端延伸有架板,架板与基础螺栓连接,不仅能够实现配重块与基础的固定位置的调整,而且能够实现快速连接和紧密固定。As a preference, counterweights are arranged on both sides of the machine room, and the counterweights are fixedly connected to the foundation through a connecting frame. A frame plate is extended, and the frame plate is connected with the foundation bolts. There are counterweights on both sides of the machine room, and the use of counterweights to increase the weight of the entire base station can not only hold down the foundation, but also strengthen the support of the foundation and the machine room to the tower body to resist the torque caused by the small deviation of the tower axis . The connecting frame is in the shape of an inverted "U" and is set on the top surface and both sides of the counterweight. The two ends of the connecting frame are extended with frame plates. Adjustment, and can achieve quick connection and tight fixation.
作为优选,机房的顶部设置有调节架,调节架包括固定在机房上的固定架和位于固定架上的滑动架,第二连接板位于滑动架上,固定架上设置有螺栓安装孔,滑动架上设置有与螺栓安装孔对应的滑槽,螺栓安装孔内贯穿设置有紧固螺栓,紧固螺栓贯穿滑槽并与滑槽滑动连接。机房顶部的调节架上的固定架是固定不动的,第二连接板在滑动架上的位置是固定不动的,但滑动架能够在固定架上滑动来调整滑动架的位置,需要调整时,只需将紧固螺栓旋松,滑动滑动架,滑动架能够沿着滑槽的方向滑动进行调整,调整完成后旋紧紧固螺栓,实现滑动架的固定,能够快速调整一级斜撑杆与机房的连接位置,进而能够调整一级斜撑杆对塔身的支撑角度。As preferably, the top of the machine room is provided with an adjusting frame, the adjusting frame includes a fixed frame fixed on the machine room and a sliding frame positioned on the fixed frame, the second connecting plate is located on the sliding frame, the fixed frame is provided with bolt mounting holes, and the sliding frame A chute corresponding to the bolt installation hole is arranged on the top, and a fastening bolt is arranged through the bolt installation hole, and the fastening bolt penetrates the chute and is slidably connected with the chute. The fixed frame on the adjustment frame at the top of the machine room is fixed, and the position of the second connecting plate on the sliding frame is fixed, but the sliding frame can slide on the fixed frame to adjust the position of the sliding frame. , just loosen the fastening bolts, slide the sliding frame, the sliding frame can slide along the direction of the chute for adjustment, after the adjustment is completed, tighten the fastening bolts to realize the fixing of the sliding frame, and quickly adjust the first-level diagonal strut The connection position with the machine room can then adjust the support angle of the first-level diagonal brace to the tower body.
因此,本实用新型的一体化通信塔加固装置具备下述优点:整个一体化通信塔加固装置,通过一级斜撑杆实现塔身与机房的连接和支撑,通过二级斜撑杆实现塔身与基础的连接和支撑,实现机房、塔身和基础中任意两个之间的连接和支撑,增强三者之间整体的稳定性和结构强度。Therefore, the integrated communication tower reinforcement device of the present utility model has the following advantages: the entire integrated communication tower reinforcement device realizes the connection and support between the tower body and the machine room through the first-level diagonal brace, and realizes the connection and support of the tower body through the second-level diagonal brace. The connection and support with the foundation realizes the connection and support between any two of the machine room, the tower body and the foundation, and enhances the overall stability and structural strength among the three.
附图说明Description of drawings
附图1是本实用新型的一种结构示意图;Accompanying drawing 1 is a kind of structural representation of the utility model;
附图2是附图1中A处局部放大图;Accompanying drawing 2 is a partial enlarged view of place A in accompanying drawing 1;
附图3是附图1中B处局部放大图;Accompanying drawing 3 is a partial enlarged view of place B in accompanying drawing 1;
附图4是附图1中C处局部放大图;Accompanying drawing 4 is a partial enlarged view of C in accompanying drawing 1;
附图5是附图1中D处局部放大图。Accompanying drawing 5 is the partial enlarged view of place D in accompanying drawing 1.
图示说明:1-塔身,2-基础,3-机房,4-配重块,5-一级斜撑杆,6-二级斜撑杆,7-第一连接板,8-第二连接板,9-固定架,10-滑动架,11-滑槽,12-固定支撑臂,13-可调支撑臂,14-塔身抱箍,15-撑杆抱箍,16-箍板,17-耳板,18-一级斜撑杆连接板,19-基础支撑架,20-夹板,21-压板,22-连接架,23-架板。Illustration: 1-tower body, 2-foundation, 3-machine room, 4-counterweight, 5-first-level diagonal brace, 6-second-level diagonal brace, 7-first connecting plate, 8-second Connecting plate, 9-fixed frame, 10-sliding frame, 11-chute, 12-fixed support arm, 13-adjustable support arm, 14-tower hoop, 15-strut hoop, 16-hoop plate, 17-ear plate, 18-first-level diagonal brace connecting plate, 19-basic support frame, 20-splint, 21-pressing plate, 22-connecting frame, 23-frame plate.
具体实施方式Detailed ways
下面通过实施例,并结合附图,对本实用新型的技术方案作进一步具体的说明。The technical solutions of the present utility model will be further specifically described below through the embodiments and in conjunction with the accompanying drawings.
实施例1:如图1、2、3、4、5所示,一种一体化通信塔加固装置,包括基础2以及、塔身1和机房3,塔身和机房均固定在基础上,还包括一级斜撑杆5和二级斜撑杆6;塔身的外壁上设置有第一连接板7,一级斜撑杆的一端与第一连接板固定连接,机房顶部设置有第二连接板8,一级斜撑杆的另一端与第二连接板固定连接;塔身的外壁上套设有塔身抱箍14,二级斜撑杆的一端与塔身抱箍固定连接,基础上设置有基础抱箍,二级斜撑杆的另一端与基础抱箍固定连接;二级斜撑杆与塔身的连接点位置高于一级斜撑杆与塔身的连接点位置。一级斜撑杆为两个,两个一级斜撑杆呈“八”字型分布,一级斜撑杆的中部与塔身之间以及两个一级斜撑杆之间均固定连接有固定支撑臂12。二级斜撑杆为两个,两个二级斜撑杆呈“八”字型分布,二级斜撑杆的中部与一级斜撑杆的中部之间以及两个二级斜撑杆之间均通过撑杆抱箍15连接有可调支撑臂13。塔身抱箍与撑杆抱箍结构相同,塔身抱箍与撑杆抱箍均包括两个截面呈半圆形的箍板16和位于箍板两端的耳板17,耳板之间通过螺栓连接,塔身抱箍的外壁上设置有一级斜撑杆连接板18,撑杆抱箍的外壁上设置有可调支撑臂连接板。基础抱箍包括“U”字型的基础支撑架19和压板21,基础支撑架的两端延伸有与压板平行设置的夹板20,压板与夹板之间通过螺杆固定连接。夹板与基础支撑架之间的夹角处设置有加强筋。机房的两侧设置有配重块4,配重块通过连接架22与基础固定连接,连接架呈倒“U”字型并套设在配重块顶面和两侧,连接架两端延伸有架板23,架板与基础螺栓连接。机房的顶部设置有调节架,调节架包括固定在机房上的固定架9和位于固定架上的滑动架10,第二连接板位于滑动架上,固定架上设置有螺栓安装孔,滑动架上设置有与螺栓安装孔对应的滑槽11,螺栓安装孔内贯穿设置有紧固螺栓,紧固螺栓贯穿滑槽并与滑槽滑动连接。Embodiment 1: As shown in Figures 1, 2, 3, 4, and 5, an integrated communication tower reinforcement device includes a foundation 2, a tower body 1, and a machine room 3, and the tower body and the machine room are fixed on the foundation. It includes a first-level diagonal brace 5 and a second-level diagonal brace 6; the outer wall of the tower body is provided with a first connecting plate 7, one end of the first-level diagonal brace is fixedly connected to the first connecting plate, and the top of the machine room is provided with a second connecting plate. Plate 8, the other end of the first-level diagonal brace is fixedly connected to the second connecting plate; the outer wall of the tower body is provided with a tower body hoop 14, and one end of the second-level diagonal brace is fixedly connected to the tower body hoop. A foundation hoop is provided, and the other end of the second-level diagonal brace is fixedly connected to the foundation hoop; the connection point between the second-level diagonal brace and the tower body is higher than the connection point between the first-level diagonal brace and the tower body. There are two first-level diagonal braces, and the two first-level diagonal braces are distributed in a "eight" shape. Fix the support arm 12. There are two secondary diagonal braces, and the two secondary diagonal braces are distributed in a "eight" shape. Both are connected with adjustable support arms 13 through strut hoops 15 . The structure of the hoop of the tower body and the hoop of the strut is the same. Both the hoop of the tower body and the hoop of the strut include two hoop plates 16 with a semicircular cross section and ear plates 17 located at both ends of the hoop plates. To connect, the outer wall of the hoop of the tower body is provided with a first-level diagonal brace connecting plate 18, and the outer wall of the brace hoop is provided with an adjustable support arm connecting plate. The basic hoop includes a "U"-shaped basic support frame 19 and a pressing plate 21. The two ends of the basic supporting frame are extended with splints 20 arranged parallel to the pressing plate, and the pressing plate and the splint are fixedly connected by screws. Reinforcing ribs are arranged at the angle between the splint and the basic support frame. There are counterweights 4 on both sides of the machine room, and the counterweights are fixedly connected to the foundation through the connecting frame 22. The connecting frame is in the shape of an inverted "U" and is set on the top surface and both sides of the counterweight. The two ends of the connecting frame extend A frame plate 23 is arranged, and the frame plate is connected with the foundation bolts. The top of the machine room is provided with an adjusting frame, and the adjusting frame includes a fixed frame 9 fixed on the machine room and a sliding frame 10 positioned on the fixed frame, the second connecting plate is located on the sliding frame, and the fixed frame is provided with bolt mounting holes, A chute 11 corresponding to the bolt installation hole is provided, and fastening bolts are arranged through the bolt installation hole, and the fastening bolt penetrates the chute and is slidably connected with the chute.
机房和塔身均固定于基础上,一级斜撑杆的一端连接在塔身上的第一连接板上,一级斜撑杆的另一端连接在机房顶部的第二连接板上,通过一级斜撑杆实现了对塔身的一级支撑,保证塔身具有比较稳定的垂直度,与此同时,通过一级斜撑杆能够实现塔身与机房的连接,利用机房作为支撑主体和配重主体,进一步增强对塔身的支撑。二级斜撑杆的一端通过塔身抱箍与塔身相连,二级斜撑杆的另一端通过基础抱箍与基础相连,实现了塔身与基础之间的连接,在塔身与基础之间形成支撑,使基础作为支撑主体和配重主体。而且,塔身抱箍能够在塔身上进行位置的竖直方向的调节,基础抱箍能够在基础上进行位置的水平方向的调节,实现对塔身进一步的支撑。另外,二级斜撑杆与塔身的连接点位置高于一级斜撑杆与塔身的连接点位置,保证塔身的不同高度段都能够具有支撑点,进一步增强稳定性。整个一体化通信塔加固装置,通过一级斜撑杆实现塔身与机房的连接和支撑,通过二级斜撑杆实现塔身与基础的连接和支撑,实现机房、塔身和基础中任意两个之间的连接和支撑,增强三者之间整体的稳定性和结构强度。一级斜撑杆为两个,两个一级斜撑杆呈“八”字型分布,两个一级斜撑杆能够对塔身两个方向的支撑,一级斜撑杆的中部与塔身之间以及两个一级斜撑杆之间均固定连接有固定支撑臂,不仅能够增强两个一级斜撑杆与塔身的连接,而且能够增强两个一级斜撑杆之间的连接强度,进一步增强塔身与机房的连接和支撑,避免一级斜撑杆倾斜和变形。二级斜撑杆为两个,两个二级斜撑杆呈“八”字型分布,二级斜撑杆能够对塔身两个方向的支撑,而且两个二级斜撑杆与一级斜撑杆的连接位置不同,使得两个二级斜撑杆与一级斜撑杆之间的支撑角度不同,进一步增强对塔身的支撑。二级斜撑杆的中部与一级斜撑杆的中部之间以及两个二级斜撑杆之间均通过撑杆抱箍连接有可调支撑臂,即能够通过撑杆抱箍调整可调支撑臂与二级斜撑杆和一级斜撑杆之间的连接位置,根据不同的情况调整,进一步增强二级斜撑杆和一级斜撑杆之间的连接强度避免变形和倾斜。塔身抱箍与撑杆抱箍结构相同,塔身抱箍与撑杆抱箍均包括两个截面呈半圆形的箍板和位于箍板两端的耳板,两个截面呈半圆形的箍板用来抱住圆柱体外表面,再通过耳板之间螺栓连接实现箍板的夹紧和定位,不仅能够根据需要调整箍板的位置,而且能够实现紧密的固定。基础抱箍包括“U”字型的基础支撑架和压板,“U”字型的基础支架用来支撑基础的底面和两个侧面,在用压板和耳板的螺杆固定,实现了对基础的夹紧和定位,不仅能够调整基础抱箍的位置,而且能够实现快速连接和紧密的固定。机房的两侧设置有配重块,利用配重块增强整个基站的重量,不仅能够压住基础,而且能够增强基础和机房对塔身的支撑来抵抗塔身轴线的小幅度偏移造成的扭矩。连接架呈倒“U”字型并套设在配重块顶面和两侧,连接架两端延伸有架板,架板与基础螺栓连接,不仅能够实现配重块与基础的固定位置的调整,而且能够实现快速连接和紧密固定。机房顶部的调节架上的固定架是固定不动的,第二连接板在滑动架上的位置是固定不动的,但滑动架能够在固定架上滑动来调整滑动架的位置,需要调整时,只需将紧固螺栓旋松,滑动滑动架,滑动架能够沿着滑槽的方向滑动进行调整,调整完成后旋紧紧固螺栓,实现滑动架的固定,能够快速调整一级斜撑杆与机房的连接位置,进而能够调整一级斜撑杆对塔身的支撑角度。Both the machine room and the tower body are fixed on the foundation. One end of the first-level diagonal brace is connected to the first connection plate on the tower body, and the other end of the first-level diagonal brace is connected to the second connection plate on the top of the machine room. The oblique brace realizes the first-level support for the tower body, ensuring a relatively stable verticality of the tower body. At the same time, the first-level oblique brace can realize the connection between the tower body and the machine room, and use the machine room as the supporting body and counterweight The main body further strengthens the support for the tower body. One end of the secondary diagonal brace is connected to the tower body through the hoop of the tower body, and the other end of the secondary diagonal brace is connected to the foundation through the foundation hoop, realizing the connection between the tower body and the foundation. The support is formed between them, so that the foundation serves as the main body of support and the main body of counterweight. Moreover, the hoop of the tower body can adjust the position in the vertical direction on the tower body, and the hoop of the foundation can adjust the position in the horizontal direction on the basis, so as to realize further support for the tower body. In addition, the connection point between the second-level diagonal brace and the tower body is higher than the connection point between the first-level diagonal brace and the tower body, ensuring that the different height sections of the tower body can have support points to further enhance stability. The entire integrated communication tower reinforcement device realizes the connection and support between the tower body and the machine room through the first-level diagonal braces, and realizes the connection and support between the tower body and the foundation through the second-level diagonal braces, and realizes any two of the machine room, the tower body and the foundation. The connection and support between the three enhance the overall stability and structural strength among the three. There are two first-level diagonal braces, and the two first-level diagonal braces are distributed in an "eight" shape. The two first-level diagonal braces can support the tower body in two directions. There are fixed support arms fixedly connected between the body and the two first-level diagonal braces, which can not only strengthen the connection between the two first-level diagonal braces and the tower body, but also enhance the connection between the two first-level diagonal braces. The connection strength further enhances the connection and support between the tower body and the machine room, and avoids the inclination and deformation of the first-level diagonal brace. There are two secondary diagonal braces, and the two secondary diagonal braces are distributed in an "eight" shape. The secondary diagonal braces can support the tower body in two directions, and the two secondary diagonal braces are connected with the primary The connection positions of the diagonal braces are different, so that the support angles between the two secondary diagonal braces and the primary diagonal braces are different, which further enhances the support for the tower body. Adjustable support arms are connected between the middle part of the secondary diagonal brace and the middle part of the primary diagonal brace and between the two secondary diagonal braces through the brace hoop, which can be adjusted and adjusted through the brace hoop. The connection position between the support arm and the secondary diagonal brace and the primary diagonal brace is adjusted according to different situations to further enhance the connection strength between the secondary diagonal brace and the primary diagonal brace to avoid deformation and inclination. The structure of the hoop of the tower body and the hoop of the strut are the same. Both the hoop of the tower body and the hoop of the strut include two hoop plates with a semicircular section and ear plates at both ends of the hoop plate. The hoop plate is used to hug the outer surface of the cylinder, and then the clamping and positioning of the hoop plate are realized through the bolt connection between the ear plates, which can not only adjust the position of the hoop plate according to needs, but also achieve tight fixation. The foundation hoop includes a "U"-shaped foundation support frame and a pressure plate. The "U"-shaped foundation support is used to support the bottom surface and two sides of the foundation. Clamping and positioning can not only adjust the position of the basic hoop, but also realize quick connection and tight fixation. There are counterweights on both sides of the machine room, and the use of counterweights to increase the weight of the entire base station can not only hold down the foundation, but also strengthen the support of the foundation and the machine room to the tower body to resist the torque caused by the small deviation of the tower axis . The connecting frame is in the shape of an inverted "U" and is set on the top surface and both sides of the counterweight. The two ends of the connecting frame are extended with frame plates. Adjustment, and can achieve quick connection and tight fixation. The fixed frame on the adjustment frame at the top of the machine room is fixed, and the position of the second connecting plate on the sliding frame is fixed, but the sliding frame can slide on the fixed frame to adjust the position of the sliding frame. , just loosen the fastening bolts, slide the sliding frame, the sliding frame can slide along the direction of the chute for adjustment, after the adjustment is completed, tighten the fastening bolts to realize the fixing of the sliding frame, and quickly adjust the first-level diagonal strut The connection position with the machine room can then adjust the support angle of the first-level diagonal brace to the tower body.
应理解,该实施例仅用于说明本实用新型而不用于限制本实用新型的范围。此外应理解,在阅读了本实用新型讲授的内容之后,本领域技术人员可以对本实用新型作各种改动或修改,这些等价形式同样落于本申请所附权利要求书所限定的范围。It should be understood that this embodiment is only used to illustrate the utility model but not to limit the scope of the utility model. In addition, it should be understood that after reading the content taught by the utility model, those skilled in the art can make various changes or modifications to the utility model, and these equivalent forms also fall within the scope defined by the appended claims of the application.
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CN111042623A (en) * | 2019-12-27 | 2020-04-21 | 广州信盛通信科技有限公司 | Reinforcing device for single-tube communication tower and single-tube communication device |
CN115370215A (en) * | 2022-09-22 | 2022-11-22 | 中钢石家庄工程设计研究院有限公司 | Reinforcing apparatus of anticorrosive plain carbon steel communication tower of tombarthite |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
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CN111042623A (en) * | 2019-12-27 | 2020-04-21 | 广州信盛通信科技有限公司 | Reinforcing device for single-tube communication tower and single-tube communication device |
CN115370215A (en) * | 2022-09-22 | 2022-11-22 | 中钢石家庄工程设计研究院有限公司 | Reinforcing apparatus of anticorrosive plain carbon steel communication tower of tombarthite |
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Assignee: Zhejiang Heqin Network Technology Co.,Ltd. Assignor: HEQIN COMMUNICATION TECHNOLOGY CO.,LTD. Contract record no.: X2024980032238 Denomination of utility model: Integrated communication tower reinforcement device Granted publication date: 20191001 License type: Common License Record date: 20241209 |