CN205370072U - Variable cross section assistance -localization real -time angle steel - Google Patents

Variable cross section assistance -localization real -time angle steel Download PDF

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Publication number
CN205370072U
CN205370072U CN201520957121.5U CN201520957121U CN205370072U CN 205370072 U CN205370072 U CN 205370072U CN 201520957121 U CN201520957121 U CN 201520957121U CN 205370072 U CN205370072 U CN 205370072U
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angle steel
steel
leading role
variable cross
section
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Inventor
尹泉军
吴自强
王记住
赵志勇
吴彬员
景胜利
金晓明
付昊博
张鑫梦
段永亮
强勇
俞文
李星
周雪涛
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State Grid Hebei Electric Power Co Ltd
Hebei Power Transmission and Transformation Co Ltd
State Grid Corp of China SGCC
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State Grid Hebei Electric Power Co Ltd
Hebei Power Transmission and Transformation Co Ltd
State Grid Corp of China SGCC
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Priority to CN201520957121.5U priority Critical patent/CN205370072U/en
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Publication of CN205370072U publication Critical patent/CN205370072U/en
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Abstract

The utility model discloses a variable cross section assistance -localization real -time angle steel for the construction of transmission line iron tower, including set up the support angle of lower part steel, with leading role's steel of support angle steel upper portion fixed connection's angle cleat, lower part and angle cleat fixed connection, the inboard angle steel back of the body with support angle steel upper portion in the lower part of angle cleat is connected, the angle steel on angle cleat upper portion is carried on the back and the inboard of leading role's steel lower part being connected, set up a plurality of through -holes on leading role's steel, support angle steel lower part sets up the locating plate. The utility model discloses a variable cross section assistance -localization real -time angle steel makes things convenient for position control, practices thrift construction material.

Description

变截面辅助定位角钢Variable cross-section auxiliary positioning angle steel

技术领域 technical field

本实用新型涉及定位角钢,用于输电线路铁塔的建设。 The utility model relates to a positioning angle steel, which is used for the construction of transmission line iron towers.

背景技术 Background technique

在电网输电铁塔建设中,铁塔塔腿的主角钢必须在基础中高精度定位,包括前后、左右方向的铁塔根开尺寸,各塔腿间的高差,主角钢在前后、左右方向上的坡度,铁塔主材的坡度一致等,都必须准确无误。为减少材料用量,降低施工成本,主角钢插入式基础施工方法可以采用悬浮在基础立柱内,主角钢下端不与基础直接相连。但是由于悬空式主角钢悬浮在斜柱模板内部,不具备水平方向固定的条件以及支撑的条件,插入角钢的坡度和位置很难控制。 In the construction of power grid transmission towers, the leading steel of the tower legs must be positioned with high precision in the foundation, including the dimensions of the tower roots in the front, rear and left and right directions, the height difference between the tower legs, the slope of the leading steel in the front, rear and left and right directions, The slope of the main material of the tower must be consistent, etc., and must be accurate. In order to reduce the amount of materials and construction costs, the construction method of the inserted foundation of the leading role steel can be suspended in the foundation column, and the lower end of the leading role steel is not directly connected to the foundation. However, since the suspended main character steel is suspended inside the inclined column formwork, it does not have the conditions for horizontal fixation and support, so it is difficult to control the slope and position of the inserted angle steel.

实用新型内容 Utility model content

本实用新型要解决的技术问题是提供一种变截面辅助定位角钢,方便位置控制,节约施工材料。 The technical problem to be solved by the utility model is to provide a variable cross-section auxiliary positioning angle steel, which is convenient for position control and saves construction materials.

为解决上述技术问题,本实用新型所采取的技术方案是: In order to solve the problems of the technologies described above, the technical solution adopted by the utility model is:

变截面辅助定位角钢,包括设置在下部的支撑角钢、与支撑角钢上部固定连接的连接角钢、下部与连接角钢固定连接的主角钢,连接角钢的下部内侧与支撑角钢上部的角钢背连接,连接角钢上部的角钢背与主角钢下部的内侧连接;所述主角钢上设置若干通孔;支撑角钢下部设置定位板。 Variable cross-section auxiliary positioning angle steel, including the supporting angle steel set at the lower part, the connecting angle steel fixedly connected with the upper part of the supporting angle steel, the leading angle steel fixedly connected with the connecting angle steel at the lower part, the inner side of the lower part of the connecting angle steel is connected with the angle steel back of the upper part of the supporting angle steel, and the connecting angle steel The angle steel back of the upper part is connected with the inner side of the lower part of the leading role steel; a plurality of through holes are arranged on the leading role steel; and a positioning plate is arranged at the lower part of the supporting angle steel.

本实用新型的进一步改进在于:支撑角钢上部与连接角钢连接部位的角钢背是与连接角钢的内侧形状相贴合的圆角;连接角钢与主角钢连接部位的角钢背是与主角钢内侧形状相贴合的圆角。 The further improvement of the utility model is that: the angle steel back of the upper part of the supporting angle steel and the connecting part of the connecting angle steel is a rounded corner that fits the inner shape of the connecting angle steel; Fitted rounded corners.

本实用新型的进一步改进在于:连接角钢上部设置与主角钢的通孔相对应的连接孔,主角钢的通孔与连接角钢的连接孔通过固定螺栓连接。 The further improvement of the utility model is that: the upper part of the connecting angle steel is provided with a connecting hole corresponding to the through hole of the leading role steel, and the through hole of the leading role steel and the connecting hole of the connecting angle steel are connected by fixing bolts.

本实用新型的进一步改进在于:主角钢的两个角钢肢背部分别设置一段与主角钢方向垂直的角钢段,角钢段的长度与主角钢的角钢肢宽度相同。 The further improvement of the utility model is that: the backs of the two angle steel limbs of the protagonist steel are respectively provided with an angle steel section perpendicular to the direction of the protagonist steel, and the length of the angle steel section is the same as the width of the angle steel limbs of the protagonist steel.

本实用新型的进一步改进在于:所述主角钢的两个角钢肢上的角钢段水平高度不同。 The further improvement of the utility model is that: the angle steel segments on the two angle steel limbs of the protagonist steel have different horizontal heights.

本实用新型的进一步改进在于:每个角钢段与主角钢通过2~4个固定螺栓连接。 The further improvement of the utility model is that each angle steel section is connected with the main angle steel through 2 to 4 fixing bolts.

本实用新型的进一步改进在于:所述定位板为中部设置螺纹孔的方形板,定位板一组对角分别设置成倒角。 The further improvement of the utility model is that: the positioning plate is a square plate with a threaded hole in the middle, and a group of opposite corners of the positioning plate are respectively set as chamfers.

由于采用上述技术方案,本实用新型所产生的有益效果在于: Owing to adopting above-mentioned technical scheme, the beneficial effect that the utility model produces is:

本实用新型的一种变截面辅助定位角钢,方便位置控制,节约施工材料。 The utility model provides a variable cross-section auxiliary positioning angle steel, which is convenient for position control and saves construction materials.

本实用新型的支撑角钢能够为主角钢定位,为主角钢提供支撑条件,使悬浮在斜柱模板内部也能够稳定的定位。同时支撑角钢型号较小,节省施工材料,节约工程的成本。 The supporting angle steel of the utility model can position the leading steel, provide supporting conditions for the leading steel, and make it stable to be positioned even when suspended inside the formwork of the inclined column. At the same time, the model of the supporting angle steel is small, which saves construction materials and saves the cost of the project.

本实用新型的连接角钢能够为支撑角钢和主角钢连接提供条件,通过固定螺栓的位置调节主角钢的位置状态。 The connecting angle steel of the utility model can provide conditions for the connection of the supporting angle steel and the leading steel, and adjust the position and state of the leading steel through the position of the fixing bolt.

本实用新型的定位板与基础上的螺栓配合,根据螺栓的角度确定本实用新型的角度,从而确定主角钢的坡度,通过定位板设置在螺栓上的位置确定主角钢的高度,这样就能精确控制主角钢的位置。 The positioning plate of the utility model cooperates with the bolts on the foundation, and the angle of the utility model is determined according to the angle of the bolts, thereby determining the slope of the leading steel, and the height of the leading steel is determined by the position of the positioning plate on the bolts, so that it can be accurately Control the position of the protagonist steel.

附图说明 Description of drawings

图1是本实用新型结构示意图; Fig. 1 is a structural representation of the utility model;

图2是本实用新型侧视结构示意图; Fig. 2 is the utility model side view structural representation;

图3是本实用新型俯视结构示意图; Fig. 3 is a schematic view of the structure of the utility model;

图4是本实用新型仰视结构示意图; Fig. 4 is a structural schematic diagram of the utility model looking up;

其中:1、主角钢,1-1、角钢段,1-2、通孔,2、连接角钢,3、支撑角钢,3-1、定位板,4、固定螺栓。 Among them: 1. Lead angle steel, 1-1, angle steel section, 1-2, through hole, 2, connecting angle steel, 3, supporting angle steel, 3-1, positioning plate, 4, fixing bolt.

具体实施方式 detailed description

下面结合附图对本实用新型做进一步详细说明: Below in conjunction with accompanying drawing, the utility model is described in further detail:

变截面辅助定位角钢,包括支撑角钢3、连接角钢2和主角钢1,连接角钢2采用L100×10×300角钢,支撑角钢3为L70×8小角钢;支撑角钢3上部与连接角钢2焊接在一起,支撑角钢3上部的角钢背进行铲背处理,形状设置成与连接角钢2的内侧相同的圆角,支撑角钢3上部的角钢背与连接角钢2的内侧贴合焊接在一起。 Variable section auxiliary positioning angle steel, including supporting angle steel 3, connecting angle steel 2 and leading angle steel 1, connecting angle steel 2 adopts L100×10×300 angle steel, supporting angle steel 3 is L70×8 small angle steel; the upper part of supporting angle steel 3 and connecting angle steel 2 are welded on Together, the angle steel back supporting the upper part of the angle steel 3 is shoveled, and the shape is set to the same rounded corner as the inner side of the connecting angle steel 2, and the angle steel back supporting the upper part of the angle steel 3 and the inner side of the connecting angle steel 2 are bonded and welded together.

连接角钢2上部与主角钢1下部通过螺栓连接,主角钢1的每个角钢肢上设置两排通孔1-2,连接角钢2上部设置与主角钢1下部的通孔1-2相对应的连接孔,连接角钢2与主角钢1通过固定螺栓4穿过通孔1-2和连接孔固定在一起。连接角钢2上部的角钢背进行铲背处理,形状设置成与主角钢1的内侧形状相同的圆角。 The upper part of the connecting angle steel 2 is connected with the lower part of the leading role steel 1 by bolts, two rows of through holes 1-2 are arranged on each angle steel leg of the leading role steel 1, and the upper part of the connecting angle steel 2 is provided corresponding to the through holes 1-2 of the lower part of the leading role steel 1. The connection hole, the connection angle steel 2 and the main angle steel 1 pass through the through hole 1-2 and the connection hole through the fixing bolt 4 and are fixed together. The angle steel back connected to the upper part of the angle steel 2 is shoveled back, and the shape is set to the same rounded corner as the inner shape of the protagonist steel 1.

主角钢1的两个角钢肢的背部分别设置角钢段1-1,方便塔材中其他组件的连接和定位,角钢段1-1的长度与主角钢1的角钢肢宽度相同,角钢段1-1与主角钢1垂直设置。角钢段1-1上设置与主角钢1的通孔1-2相对应的通孔,角钢段1-1的通孔与主角钢1的通孔1-2通过固定螺栓4连接。角钢段1-1通过连接主角钢1不同位置的通孔1-2来调节角钢段1-1的位置。 Angle steel sections 1-1 are set on the backs of the two angle steel limbs of the protagonist steel 1 to facilitate the connection and positioning of other components in the tower. The length of the angle steel section 1-1 is the same as the width of the angle steel limbs of the protagonist steel 1. The angle steel section 1- 1 is set vertically with the protagonist steel 1. A through hole corresponding to the through hole 1-2 of the lead steel 1 is provided on the angle steel section 1-1, and the through hole of the angle steel section 1-1 is connected with the through hole 1-2 of the lead steel 1 through a fixing bolt 4. The angle steel section 1-1 adjusts the position of the angle steel section 1-1 by connecting through holes 1-2 at different positions of the main angle steel 1.

当角钢段1-1设置在主角钢1下部的时候,固定螺栓4可以连接主角钢1、连接角钢2和角钢段1-1,来节省固定螺栓4的用量。 When the angle steel section 1-1 is arranged on the lower part of the leading role steel 1, the fixed bolt 4 can connect the leading role steel 1, the angle steel 2 and the angle steel section 1-1, so as to save the consumption of the fixing bolt 4.

支撑角钢3下部设置定位板3-1,定位板3-1为中部设置螺纹孔的方形板,定位板3-1一组对角分别设置成倒角,设置成倒角的一个角与支撑角钢3的内角相对,方便与支撑角钢3连接配合。定位板3-1的螺纹孔与基础的定位螺栓配合,来调节主角钢1的高度。 The lower part of the support angle steel 3 is provided with a positioning plate 3-1, and the positioning plate 3-1 is a square plate provided with threaded holes in the middle. The inner angles of 3 are opposite, which is convenient to connect and cooperate with the support angle steel 3. The threaded holes of the positioning plate 3-1 cooperate with the basic positioning bolts to adjust the height of the leading role steel 1.

本实用新型的一种变截面辅助定位角钢,方便位置控制,节约施工材料。 The utility model provides a variable cross-section auxiliary positioning angle steel, which is convenient for position control and saves construction materials.

Claims (7)

1.变截面辅助定位角钢,其特征在于:包括设置在下部的支撑角钢(3)、与支撑角钢(3)上部固定连接的连接角钢(2)、下部与连接角钢(2)固定连接的主角钢(1),连接角钢(2)的下部内侧与支撑角钢(3)上部的角钢背连接,连接角钢(2)上部的角钢背与主角钢(1)下部的内侧连接;所述主角钢上设置若干通孔(1-2);支撑角钢(3)下部设置定位板(3-1)。 1. Variable cross-section auxiliary positioning angle steel, characterized in that it includes the supporting angle steel (3) arranged at the lower part, the connecting angle steel (2) fixedly connected with the upper part of the supporting angle steel (3), and the leading role fixedly connected with the connecting angle steel (2) at the lower part Steel (1), the inner side of the lower part of the connecting angle steel (2) is connected with the angle steel back of the upper part of the supporting angle steel (3), and the angle steel back of the upper part of the connecting angle steel (2) is connected with the inner side of the lower part of the leading role steel (1); the upper part of the leading role steel A plurality of through holes (1-2) are provided; a positioning plate (3-1) is provided at the lower part of the supporting angle steel (3). 2.根据权利要求1所述的变截面辅助定位角钢,其特征在于:支撑角钢(3)上部与连接角钢(2)连接部位的角钢背是与连接角钢(2)的内侧形状相贴合的圆角;连接角钢(2)与主角钢(1)连接部位的角钢背是与主角钢(1)内侧形状相贴合的圆角。 2. The variable cross-section auxiliary positioning angle steel according to claim 1, characterized in that: the angle steel back at the connection part between the upper part of the supporting angle steel (3) and the connecting angle steel (2) fits the inner shape of the connecting angle steel (2) Rounded corners; the back of the angle steel connecting the angle steel (2) and the leading role steel (1) is a rounded corner that fits the inner shape of the leading role steel (1). 3.根据权利要求2所述的变截面辅助定位角钢,其特征在于:连接角钢(2)上部设置与主角钢(1)的通孔(1-2)相对应的连接孔,主角钢(1)的通孔(1-2)与连接角钢(2)的连接孔通过固定螺栓(4)连接。 3. The variable cross-section auxiliary positioning angle steel according to claim 2, characterized in that: the upper part of the connecting angle steel (2) is provided with a connecting hole corresponding to the through hole (1-2) of the leading role steel (1), and the leading role steel (1) ) through holes (1-2) and the connecting holes of the connecting angle steel (2) are connected by fixing bolts (4). 4.根据权利要求2所述的变截面辅助定位角钢,其特征在于:主角钢(1)的两个角钢肢背部分别设置一段与主角钢(1)方向垂直的角钢段(1-1),角钢段(1-1)的长度与主角钢(1)的角钢肢宽度相同。 4. The variable cross-section auxiliary positioning angle steel according to claim 2, characterized in that: the backs of the two angle steel limbs of the leading role steel (1) are respectively provided with a section of angle steel section (1-1) perpendicular to the direction of the leading role steel (1), The length of the angle steel segment (1-1) is the same as the width of the angle steel leg of the leading role steel (1). 5.根据权利要求4所述的变截面辅助定位角钢,其特征在于:所述主角钢(1)的两个角钢肢上的角钢段(1-1)水平高度不同。 5. The variable cross-section auxiliary positioning angle steel according to claim 4, characterized in that: the angle steel segments (1-1) on the two angle steel legs of the main angle steel (1) have different horizontal heights. 6.根据权利要求5所述的变截面辅助定位角钢,其特征在于:每个角钢段(1-1)与主角钢(1)通过2~4个固定螺栓(4)连接。 6. The variable cross-section auxiliary positioning angle steel according to claim 5, characterized in that: each angle steel segment (1-1) is connected to the main angle steel (1) by 2~4 fixing bolts (4). 7.根据权利要求1~6任意一项所述的变截面辅助定位角钢,其特征在于:所述定位板(3-1)为中部设置螺纹孔的方形板,定位板(3-1)一组对角分别设置成倒角。 7. The variable cross-section auxiliary positioning angle steel according to any one of claims 1-6, characterized in that: the positioning plate (3-1) is a square plate with a threaded hole in the middle, and the positioning plate (3-1) is a Group opposite corners are individually chamfered.
CN201520957121.5U 2015-11-26 2015-11-26 Variable cross section assistance -localization real -time angle steel Withdrawn - After Issue CN205370072U (en)

Priority Applications (1)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105401775A (en) * 2015-11-26 2016-03-16 国家电网公司 Variable cross-section angle iron for aiding positioning

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105401775A (en) * 2015-11-26 2016-03-16 国家电网公司 Variable cross-section angle iron for aiding positioning
CN105401775B (en) * 2015-11-26 2018-03-02 国家电网公司 Variable cross-section auxiliary positioning angle steel

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Granted publication date: 20160706

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