CN206329135U - A kind of narrow base angle head tower used for transmission line - Google Patents
A kind of narrow base angle head tower used for transmission line Download PDFInfo
- Publication number
- CN206329135U CN206329135U CN201621451823.7U CN201621451823U CN206329135U CN 206329135 U CN206329135 U CN 206329135U CN 201621451823 U CN201621451823 U CN 201621451823U CN 206329135 U CN206329135 U CN 206329135U
- Authority
- CN
- China
- Prior art keywords
- main
- support frame
- materials
- tower
- frame part
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Landscapes
- Suspension Of Electric Lines Or Cables (AREA)
Abstract
本实用新型涉及一种输电线路用窄基角钢塔,包括竖向设置的塔身以及横向设置在塔身上的若干电线安装架,塔身自下而上顺次设有一个塔角部分、若干个锥形支撑架部分及竖直支撑架部分,塔角部分包括设于外侧的四个主材、交叉设置的若干斜材、设于各主材之间的上端的横材,在各横材中心位置与其连接的主材下端之间均连接有主撑,在各主撑中心位置与其连接的主材中心位置之间均连接有一搭杆,在各搭杆与主材连接点至主撑与横材连接点之间均连接有斜材,在各搭杆与主撑连接点至主材与横材连接点之间均连接有斜材。本实用新型高宽比较大、使用占地少、经济性好、方便输电线路施工和运行维护,有利于缩短城市线路建设周期,加快城市线路设计建设进度。
The utility model relates to a narrow-base angle steel tower for transmission lines, which comprises a vertically arranged tower body and several wire mounting frames arranged horizontally on the tower body. The tower body is sequentially provided with a tower corner part, several The tapered support frame part and the vertical support frame part, the tower corner part includes four main materials arranged on the outside, a number of oblique materials arranged crosswise, and horizontal materials arranged at the upper end between the main materials. There is a main brace connected between the position and the lower end of the main material to which it is connected. Diagonal materials are connected between the material connection points, and oblique materials are connected between the connection points of each pole and the main support to the connection points of the main material and the horizontal material. The utility model has the advantages of large height-width ratio, less land occupation, good economy, convenient construction and operation and maintenance of transmission lines, and is beneficial to shorten the construction period of urban lines and speed up the progress of urban line design and construction.
Description
技术领域technical field
本实用新型属于输电设备技术领域,尤其涉及一种输电线路用窄基角钢塔。The utility model belongs to the technical field of power transmission equipment, in particular to a narrow base angle steel tower for power transmission lines.
背景技术Background technique
随着我国社会经济快速发展,国家推进城镇化建设步伐加快,城镇规划区以及城郊地区的线路走廊日益紧张,线路多经过城市绿化带,人行道等路径拥挤地段。With the rapid development of my country's social economy and the accelerated pace of urbanization, the line corridors in urban planning areas and suburban areas are becoming increasingly tense, and lines often pass through urban green belts, sidewalks and other crowded areas.
现有的常规角钢塔高宽比较小,塔体底端部较宽,无法在城市绿化带,人行道走线处进行施工。对于66kV及以下线路工程,目前主要采用钢管杆、混凝土杆等塔型,基本可满足线路走廊要求。但对于110kV及以上线路工程,特别是双回路、多回路工程,由于荷载较大,采用钢管杆或窄基钢管塔时,会涉及下列问题:The existing conventional angle steel tower has a small height-to-width ratio, and the bottom end of the tower body is relatively wide, so it cannot be constructed in urban green belts and sidewalk alignments. For line projects of 66kV and below, tower types such as steel pipe poles and concrete poles are mainly used at present, which can basically meet the requirements of line corridors. However, for 110kV and above line projects, especially double-circuit and multi-circuit projects, due to the large load, when steel pipe poles or narrow-base steel pipe towers are used, the following problems will be involved:
(1)当规划道路未形成时,粗大钢管杆运输、组装所需的大型吊装机械无法进场,影响工程建设进度;且施工便道需修建,严重增加工程投资。(1) When the planned road is not formed, the large-scale hoisting machinery required for the transportation and assembly of thick steel pipe poles cannot enter the site, which affects the construction progress of the project; and the construction access road needs to be built, which seriously increases the project investment.
(2)采用窄基钢管塔,主材采用钢管,对于110kV线路,由于构造要求,钢管的承载能力未得到充分利用(梢部主材应力比平均仅55%左右),经济性较差。(2) Narrow base steel pipe tower is adopted, and the main material is steel pipe. For the 110kV line, due to the structural requirements, the bearing capacity of the steel pipe is not fully utilized (the stress ratio of the main material at the tip is only about 55% on average), and the economy is poor.
为此,需要提供一种输电塔,具备承载性能好,材料性能充分利用,成本低,占地小,施工方便的优点,为塔体架设位置交通不便且架设处底端部土地面积较小的施工问题,提出解决方案。Therefore, it is necessary to provide a transmission tower with the advantages of good load-bearing performance, full use of material properties, low cost, small footprint, and convenient construction. Construction problems, proposed solutions.
实用新型内容Utility model content
为解决上述问题,本实用新型提供一种输电线路用窄基角钢塔,该塔型具有如下特点:占地小,通道紧凑,高宽比通常大于10,塔体钢材(包括主材、斜材及横材)全部采用角钢,施工方便,材料性能充分利用,且结构简单,外形美观。In order to solve the above problems, the utility model provides a narrow base angle steel tower for transmission lines. and crossbars) are all made of angle steel, which is convenient for construction, fully utilizes the material properties, and has a simple structure and beautiful appearance.
为了实现上述目的,本实用新型所采取的技术方案是:In order to achieve the above object, the technical scheme that the utility model takes is:
一种输电线路用窄基角钢塔,所述窄基角钢塔包括竖向设置的塔身以及横向设置在塔身上的若干电线安装架,所述塔身自下而上顺次设有一个塔角部分、若干个锥形支撑架部分及竖直支撑架部分,所述的塔角部分包括设于外侧的四个主材、交叉设置的若干斜材、设于各主材之间的上端的横材,在各横材中心位置与其连接的主材下端之间均连接有主撑,在各主撑中心位置与其连接的主材中心位置之间均连接有一搭杆,在各搭杆与主材连接点至主撑与横材连接点之间均连接有斜材,在各搭杆与主撑连接点至主材与横材连接点之间均连接有斜材。A narrow-base angle-steel tower for power transmission lines, the narrow-base angle-steel tower includes a vertically arranged tower body and several wire mounting frames arranged horizontally on the tower body, and the tower body is sequentially provided with a tower angle from bottom to top part, a number of tapered support frame parts and vertical support frame parts, the tower corner part includes four main materials on the outside, a number of inclined materials arranged crosswise, and horizontal horizontal bars at the upper end between the main materials. A main brace is connected between the center position of each horizontal member and the lower end of the main material connected to it, and a strut is connected between the center position of each main strut and the center position of the main material connected to it, and each strut and the main material Diagonal materials are connected between the connection point to the connection point of the main support and the horizontal material, and oblique materials are connected between the connection point of each pole and the main support to the connection point of the main material and the horizontal material.
所述主材、所述横材与所述斜材的连接点为节点,所述节点在同一平面上形成正方形的横隔面,所述横隔面将塔身分为若干段,包括塔角部分、锥形支撑架部分和竖直支撑架部分,所述竖直支撑架部分上安装有若干电线安装架。The connection points of the main material, the transverse material and the inclined material are nodes, and the nodes form a square transverse partition on the same plane, and the transverse partition divides the tower body into several sections, including the corner part , a tapered support frame part and a vertical support frame part, and a plurality of wire installation frames are installed on the vertical support frame part.
所述主材、斜材和横材及所有电线安装架全部采用角钢。The main material, slanting material, horizontal material and all wire installation frames are all made of angle steel.
所述的锥形支撑架部分包括设于外侧的主材、设于相邻两主材之间并交叉设置的斜材,锥形支撑架部分的上端和下端的相邻两主材端部之间连接有横材,所述的锥形支撑架部分上的主材与水平面的夹角为92°,所述主材上各节点通过斜材连接形成斜撑面,所述节点形成上下面为矩形的棱台。The tapered support frame part includes a main material arranged on the outside, an oblique material arranged between two adjacent main materials and intersecting, and the upper end and the lower end of the tapered support frame part are connected between the ends of the two adjacent main materials. There is a transverse material connected between them, the angle between the main material on the tapered support frame part and the horizontal plane is 92°, each node on the main material is connected by a diagonal material to form a diagonal bracing surface, and the upper and lower sides of the nodes are formed as Rectangular prism.
所述的竖直支撑架部分包括设于外侧的主材、设于相邻两主材之间并交叉设置的斜材,竖直支撑架部分的上端和下端的相邻两主材端部之间连接有横材,所述的竖直支撑架部分上的主材与水平面的夹角为90°,所述主材上各节点通过斜材连接形成斜撑面,所述节点形成上下面为矩形的六面体。The vertical support frame part includes a main material arranged on the outside, an oblique material arranged between two adjacent main materials and intersecting, and the upper end and the lower end of the vertical support frame part are connected between the ends of the two adjacent main materials. There is a horizontal material connected between them, the angle between the main material on the vertical support frame part and the horizontal plane is 90°, each node on the main material is connected by a diagonal material to form a diagonal bracing surface, and the upper and lower sides of the nodes are formed as Rectangular hexahedron.
与最接近的现有技术比,本实用新型提供的技术方案具有如下有益效果:Compared with the closest prior art, the technical solution provided by the utility model has the following beneficial effects:
1、本申请提供的一种输电塔,与现有通用窄基钢管塔相比,塔体钢材全部采用角钢,解决了钢管塔钢管加工及吊装不便的问题;1. Compared with the existing general-purpose narrow-base steel pipe tower, the transmission tower provided by this application adopts angle steel for all the steel materials of the tower body, which solves the problem of inconvenient processing and hoisting of the steel pipe of the steel pipe tower;
2、钢材性能得到充分利用,经济性较好;2. The performance of steel is fully utilized, and the economy is good;
3、塔体底端部较窄,塔体的高宽比大于10,使用占地小;3. The bottom end of the tower body is narrow, and the height-to-width ratio of the tower body is greater than 10, which occupies a small area;
本实用新型高宽比较大、使用占地少、经济性好、方便输电线路施工和运行维护,为110kV城市线路建设提供技术支持,有利于缩短城市线路建设周期,加快城市线路设计建设进度。The utility model has the advantages of large height-width ratio, less land occupation, good economy, convenient transmission line construction, operation and maintenance, and provides technical support for the construction of 110kV urban lines, which is beneficial to shorten the construction period of urban lines and speed up the progress of urban line design and construction.
附图说明Description of drawings
图1为本实用新型提供的输电塔主视图;Fig. 1 is the front view of the transmission tower provided by the utility model;
图2为本实用新型提供的输电塔塔角部分主视图;Fig. 2 is the partial front view of the corner of the transmission tower provided by the utility model;
图3为本实用新型提供的输电塔塔角部分1-1剖面图;Fig. 3 is a sectional view of the corner part 1-1 of the transmission tower provided by the utility model;
图4为本实用新型提供的输电塔锥形支撑架部分主视图;Fig. 4 is a partial front view of the conical support frame of the transmission tower provided by the utility model;
图5为本实用新型提供的输电塔竖直支撑架部分主视图。Fig. 5 is a partial front view of the vertical support frame of the transmission tower provided by the utility model.
其中,1—塔角部分、2—锥形支撑架部分、3—竖直支撑架部分、4—电线安装架、5—主材、6—斜材、7—横材、8—节点、9—塔身、10—主撑、11—搭杆。Among them, 1-tower angle part, 2-conical support frame part, 3-vertical support frame part, 4-wire installation frame, 5-main material, 6-oblique material, 7-horizontal material, 8-node, 9 - tower body, 10 - main support, 11 - take up pole.
具体实施方式detailed description
下面结合实施例对本实用新型做进一步说明。Below in conjunction with embodiment the utility model is described further.
实施例Example
如图1-图5所示的一种输电塔,包括竖向设置的塔身9以及横向设置在塔身上的若干电线安装架4,塔身9为由主材5、斜材6和横材7交错连接形成的框架结构,所述主材5、所述横材7与所述斜材6的连接点为节点8。塔身9包括一个塔角部分1、若干个锥形支撑架部分2和若干个竖直支撑架部分3,竖直支撑架部分3上安装有若干电线安装架4。所述的塔角部分1包括设于外侧的四个主材5、交叉设置的若干斜材6、设于各主材之间的上端的横材7,在各横材中心位置与其连接的主材下端之间均连接有主撑10,在各主撑中心位置与其连接的主材中心位置之间均连接有一搭杆11,在各搭杆与主材连接点至主撑与横材连接点之间均连接有斜材6,在各搭杆与主撑连接点至主材与横材连接点之间均连接有斜材6。A power transmission tower as shown in Figures 1-5 includes a vertical tower body 9 and a number of wire installation frames 4 horizontally arranged on the tower body. The tower body 9 is composed of a main material 5, an inclined material 6 and a horizontal 7 is a frame structure formed by staggered connection, and the connection points of the main material 5 , the horizontal material 7 and the oblique material 6 are nodes 8 . The tower body 9 includes a tower corner part 1, several tapered support frame parts 2 and several vertical support frame parts 3, and several wire installation frames 4 are installed on the vertical support frame parts 3. The tower corner part 1 includes four main materials 5 arranged on the outside, several oblique materials 6 arranged crosswise, horizontal materials 7 arranged on the upper ends between the main materials, and the main materials connected to each horizontal material at the central position. There are main supports 10 connected between the lower ends of the materials, and a strut 11 is connected between the central position of each main support and the central position of the main material to which it is connected. There are oblique materials 6 connected between them, and oblique materials 6 are connected between the connecting points of each pole and the main support to the connecting point of the main material and the horizontal material.
如图2所示,塔角部分1高度为3.3m,宽度为3m,塔角部分1的主材5选用L140×14B型角钢,斜材6选用L63×5H型角钢,上部横材7选用L45×4型角钢。As shown in Figure 2, the tower corner part 1 has a height of 3.3m and a width of 3m. The main material 5 of the tower corner part 1 is L140×14B angle steel, the oblique material 6 is L63×5H angle steel, and the upper cross member 7 is L45. × Type 4 angle steel.
主塔身9的锥形支撑架部分由四个如图4所示的锥形支撑架部分2组成,从底部向上依此编号为ABCD四个部分,主塔身9的锥形支撑架部分总高31.7m,主塔体的四个锥形支撑架部分A-D的主材依次选用L140×12B、L140×10B、L125×10B、L100×10H型角钢,锥形支撑架部分A的斜材依实际受力状态选用L45×4,上部横材选用L56×4,锥形支撑架部分B的斜材依实际受力状态选用L40×3、L45×4,上部横材选用L45×4,锥形支撑架部分C的斜材依实际受力状态选用L40×3、L45×4,上部横材选用L45×4,锥形支撑架部分D的斜材依实际受力状态选用L45×4,上部横材选用L40×3。The tapered support frame part of the main tower body 9 is made up of four tapered support frame parts 2 as shown in Figure 4, and is numbered as ABCD four parts according to this from the bottom, the tapered support frame part of the main tower body 9 is generally The height is 31.7m. The main materials of the four conical support frame parts A-D of the main tower body are sequentially selected from L140×12B, L140×10B, L125×10B, and L100×10H angle steel. The oblique material of the conical support frame part A depends on the actual situation Choose L45×4 for the stress state, choose L56×4 for the upper cross member, choose L40×3, L45×4 for the oblique material of part B of the conical support frame according to the actual stress state, choose L45×4 for the upper cross member, and use the tapered support The oblique material of the frame part C is selected according to the actual stress state of L40×3, L45×4, the upper horizontal material is L45×4, the oblique material of the conical support frame part D is L45×4 according to the actual stress state, and the upper horizontal material is L45×4. Choose L40×3.
主塔身9的竖直支撑架部分由如图5所示的竖直支撑架部分3组成,主塔身9的竖直支撑架部分总高11.4m,竖直支撑架部分3的主材依实际受力状态选用L90×7H、L63×5H,斜材依实际受力状态选用L40×3、L45×4、L50×4,横材依实际受力状态选用L40×3、L45×4。The vertical support frame part of main tower body 9 is made up of vertical support frame part 3 as shown in Figure 5, and the vertical support frame part total height of main tower body 9 is 11.4m, and the main material of vertical support frame part 3 is according to L90×7H and L63×5H are selected for the actual stress state, L40×3, L45×4, and L50×4 are selected for the oblique material according to the actual force state, and L40×3 and L45×4 are selected for the transverse material according to the actual force state.
节点8处设有节点板,节点板上设有多个螺栓孔,主材5、斜材6以及横材7通过螺栓孔与节点板连接。A gusset plate is provided at the node 8, and a plurality of bolt holes are provided on the gusset plate, and the main material 5, the oblique material 6 and the transverse material 7 are connected to the gusset plate through the bolt holes.
以上显示和描述了本实用新型的基本原理、主要特征和本实用新型的优点。本行业的技术人员应该了解,本实用新型不受上述实施例的限制,上述实施例和说明书中描述的只是说明本实用新型的原理,在不脱离本实用新型精神和范围的前提下,本领域内普通的技术人员的简单更改和替换都是本实用新型的保护范围之内。The basic principles, main features and advantages of the present utility model have been shown and described above. Those skilled in the art should understand that the utility model is not limited by the above-mentioned embodiments, and what is described in the above-mentioned embodiments and the description is only to illustrate the principle of the utility model. Simple modifications and replacements by ordinary technicians are within the protection scope of the present utility model.
Claims (6)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621451823.7U CN206329135U (en) | 2016-12-28 | 2016-12-28 | A kind of narrow base angle head tower used for transmission line |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621451823.7U CN206329135U (en) | 2016-12-28 | 2016-12-28 | A kind of narrow base angle head tower used for transmission line |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206329135U true CN206329135U (en) | 2017-07-14 |
Family
ID=59293030
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621451823.7U Expired - Fee Related CN206329135U (en) | 2016-12-28 | 2016-12-28 | A kind of narrow base angle head tower used for transmission line |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206329135U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110924732A (en) * | 2019-12-09 | 2020-03-27 | 广州增立钢管结构股份有限公司 | Main material and cross connecting plate assembling method of multi-main material iron tower |
| CN115506647A (en) * | 2022-10-09 | 2022-12-23 | 青岛强力钢结构有限公司 | A transmission line tower steel structure |
-
2016
- 2016-12-28 CN CN201621451823.7U patent/CN206329135U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110924732A (en) * | 2019-12-09 | 2020-03-27 | 广州增立钢管结构股份有限公司 | Main material and cross connecting plate assembling method of multi-main material iron tower |
| CN115506647A (en) * | 2022-10-09 | 2022-12-23 | 青岛强力钢结构有限公司 | A transmission line tower steel structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN100545392C (en) | The construction method of hoop gusset plate and its suspended ceiling keel | |
| CN206329135U (en) | A kind of narrow base angle head tower used for transmission line | |
| CN204645793U (en) | A kind of emergent repairing tower of transmission line of electricity | |
| CN204491833U (en) | A kind of novel high-performance steel framed structure | |
| CN104863407A (en) | Repairing tower of power transmission line | |
| CN205025154U (en) | 330kVGIS distribution device place rigid connection sail formula framework | |
| CN205530329U (en) | Triangle is steel structure foundation for communication tower | |
| CN204624885U (en) | A kind of standard knot support chassis of elevator | |
| CN206923053U (en) | A kind of integrated base station of Fast Construction | |
| CN207620484U (en) | A kind of UHV transmission line suitable for Hexi Corridor Region, which bores, gets over tower | |
| CN206174583U (en) | Integration ready -package integrated communication tower | |
| CN206015700U (en) | A kind of raft foundation steelframe support | |
| CN206109965U (en) | Steel plank road in water and electricity building site | |
| CN206245482U (en) | A super high-rise steel structure giant frame building structure | |
| CN203334758U (en) | Pi connection special-shape steel pipe rod | |
| CN206385884U (en) | A kind of extra-high performance concrete electric pole | |
| CN206693642U (en) | A kind of positive assembled ground assembling jig frame of triangular truss | |
| CN205617772U (en) | Gallows structure under lifting foot hand rack special use | |
| CN204826198U (en) | High stability suspension type building structure | |
| CN209413405U (en) | Wear straight line narrow base tower in double loop | |
| CN204626655U (en) | A kind of bearing girder steel suspension column | |
| CN204899375U (en) | City 330kV alternating current transmission line's narrow basic angle tower in two return circuits | |
| CN209429259U (en) | A kind of Special-Shaped Column beam-column node structure | |
| CN206722516U (en) | Adapt to the power transmission tower of mountain terrain | |
| CN201605864U (en) | Narrow base towers for transmission lines |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170714 |