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CN114818096B - Manufacturing method of rotary steel ladder of dust remover based on BIM technology - Google Patents

Manufacturing method of rotary steel ladder of dust remover based on BIM technology Download PDF

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CN114818096B
CN114818096B CN202210753920.5A CN202210753920A CN114818096B CN 114818096 B CN114818096 B CN 114818096B CN 202210753920 A CN202210753920 A CN 202210753920A CN 114818096 B CN114818096 B CN 114818096B
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ladder
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CN114818096A (en
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陈宇斌
尹卫民
吴鹏
王磊
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China 22mcc Group Equipment Manufacturing Co ltd
China 22MCC Group Corp Ltd
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Abstract

The invention discloses a method for manufacturing a rotary steel ladder of a dust remover based on a BIM (building information modeling) technology. The method comprises the following steps: s1, drawing a three-dimensional model of the rotary steel ladder by using TEKLA software; s2, switching the three-dimensional model into a vertical map, and measuring the length of a line segment L between corresponding bisectors; s3, switching the three-dimensional model into a top view, wherein the length between the intersection points of the perpendicular lines at the equal dividing points of the straight line segments HK and the arc line segments HK is X; s4, combining the elevation view and the top view to form a combined lofting view; s5, lofting on the platform according to the combined lofting drawing; s6, rounding the inner ladder beam and the outer ladder beam by using a roller bed; s7, drawing an assembly line of the pedals on the inner ladder beam and the outer ladder beam; s8, welding the pedal with the inner side ladder beam; and S9, hoisting the outer ladder beam to the assembled pedal, and welding the outer ladder beam and the pedal according to the assembly line position of the outer ladder beam. The invention saves the technical measures and materials of the bracket, improves the construction efficiency and increases the operation safety.

Description

基于BIM技术的除尘器旋转钢梯的制作方法Manufacturing method of rotary steel ladder for dust collector based on BIM technology

技术领域technical field

本发明涉及建筑钢构施工,特别是一种基于BIM技术的除尘器旋转钢梯的制作方法。The invention relates to the construction of building steel structures, in particular to a manufacturing method of a rotary steel ladder for a dust collector based on the BIM technology.

背景技术Background technique

在除尘器安装施工时,由于除尘器外侧的旋转钢梯旋转半径较大,呈螺旋状上升,上升高度较高,需要测量出梯梁的高度后,制作专用组焊胎具进行旋转钢梯的装配及焊接,梯梁的材质为槽钢或钢板。During the installation and construction of the dust collector, due to the large rotation radius of the rotating steel ladder on the outside of the dust collector, it rises in a spiral shape and the rising height is high. Assembly and welding, the material of the ladder beam is channel steel or steel plate.

目前,除尘器旋转钢梯加工制作的传统方法是:在CAD图纸的每个不同构件的立面图,选取下翼缘板内侧及外侧的若干点(一般不少于4个)作为制作控制点测量其标高,然后在测量每个控制点在下翼缘板的平面上投影对应位置与下翼缘板端点平面投影之间的圆弧长度后,根据测出的数值,开始在制作平台上划出下翼缘板的内侧和外侧投影线,根据构件上的控制点的位置用角钢和槽钢焊接成支架进行控制点空间定位,然后再由同一构件不同控制点支架组成的胎具上进行旋转钢梯钢结构箱型梁的组装及焊接,这种方法需要对旋转钢梯进行立式的组装及焊接,因旋转钢梯的顶部距离地面的垂直高度较高(通常在2米以上),使得技措用料消耗大,制作时装配与焊接的难度大,影响产品质量,同时存在较大的安全隐患。At present, the traditional method of processing and manufacturing the rotary steel ladder of the dust collector is: in the elevation view of each different component of the CAD drawing, select several points (generally no less than 4) on the inner and outer sides of the lower flange plate as the production control points Measure its elevation, and then measure the arc length between the projected corresponding position of each control point on the plane of the lower flange plate and the projection of the end plane of the lower flange plate, and start to draw on the production platform according to the measured value. The inner and outer projection lines of the lower flange plate are welded with angle steel and channel steel to form a bracket according to the position of the control point on the component to perform the spatial positioning of the control point, and then rotate the steel on the tire tool composed of different control point brackets of the same component. The assembly and welding of the box beam of the ladder steel structure requires vertical assembly and welding of the rotating steel ladder. Because the top of the rotating steel ladder has a high vertical height from the ground (usually more than 2 meters), the technical It consumes a lot of materials, and it is difficult to assemble and weld during production, which affects the quality of the product and poses a greater safety hazard.

申请号为CN202011006518.8中国发明专利申请公开了一种TEKLA软件中的双曲构件建模方法,该发明申请只能用于双曲构件建模,不能用于螺旋上升的旋转钢梯的制作。The Chinese invention patent application with the application number of CN202011006518.8 discloses a hyperbolic component modeling method in TEKLA software. The invention application can only be used for the modeling of hyperbolic components, and cannot be used for the production of spirally rising rotating steel ladders.

发明内容SUMMARY OF THE INVENTION

本发明旨在解决上述技术问题,而提供一种基于BIM技术的除尘器旋转钢梯制作方法,节约成本,提高施工效率。The present invention aims to solve the above technical problems, and provides a method for manufacturing a rotary steel ladder for a dust collector based on BIM technology, which saves costs and improves construction efficiency.

本发明解决其技术问题,采用的技术方案是:The present invention solves its technical problem, and the technical scheme adopted is:

一种基于BIM技术的除尘器旋转钢梯的制作方法,包括如下步骤:A method for manufacturing a rotary steel ladder for a dust collector based on BIM technology, comprising the following steps:

S1、根据旋转钢梯的CAD设计图纸,利用BIM技术使用TEKLA软件绘制旋转钢梯的三维模型;S1. According to the CAD design drawings of the rotating steel ladder, use BIM technology to use TEKLA software to draw the three-dimensional model of the rotating steel ladder;

S2、将旋转钢梯的三维模型切换为立面图,连接旋转钢梯的内侧梯梁的最低点E和最高点F,以EF为直角三角形的斜边做直角三角形EFG,将直角三角形EFG的斜边EF和水平方向的直角边EG进行多点等分,将对应的等分点用直线连接,测出各个对应等分点之间的线段L的长度,线段L的长度为内侧梯梁对应位置的实际高度;S2. Switch the three-dimensional model of the rotating steel ladder to an elevation view, connect the lowest point E and the highest point F of the inner ladder beam of the rotating steel ladder, use EF as the hypotenuse of the right triangle to make a right triangle EFG, and connect the right triangle EFG to the The hypotenuse EF and the right-angled side EG in the horizontal direction are divided into multiple points, and the corresponding bisected points are connected with straight lines, and the length of the line segment L between the corresponding bisected points is measured. The length of the line segment L corresponds to the inner ladder beam. the actual height of the location;

S3、将旋转钢梯的三维模型切换为俯视图,内侧梯梁的中心线的水平投影线为弧线段HK,连接端点H和端点K构成直线段HK,直线段HK的长度等于直角三角形EFG的直角边EG的长度,对直线段HK进行多点等分,等分点的数量与步骤S2中的等分点的数量相等,过各个等分点作直线段HK的垂线,过直线段HK等分点处的垂线与弧线段HK的交点之间的长度为X,直线段HK的相邻等分点之间的距离、直线段HK的两端点与其紧邻的等分点之间的距离为Y;S3. Switch the three-dimensional model of the rotating steel ladder to a top view. The horizontal projection line of the center line of the inner ladder beam is an arc segment HK, and the connecting end point H and the end point K form a straight line segment HK, and the length of the straight line segment HK is equal to the length of the right triangle EFG. The length of the right-angle side EG, the straight line segment HK is divided into multiple equal points, the number of bisected points is equal to the number of bisected points in step S2, and the vertical line of the straight line segment HK is made through each bisected point, and the straight line segment HK is passed through. The length between the intersection of the vertical line at the bisector and the arc segment HK is X, the distance between the adjacent bisectors of the straight segment HK, and the distance between the two ends of the straight segment HK and its immediately adjacent bisectors. distance is Y;

S4、将内侧梯梁的立面图与俯视图进行组合形成组合放样图,立面图的直角三角形EFG的直角边EG与俯视图的直线段HK重合,画出内侧梯梁和外侧梯梁的中心线在立面上的投影线M,投影线M和线段L的延长线的交点为Z,标出旋转钢梯的曲圆方向;S4. Combine the elevation view and the top view of the inner ladder beam to form a combined stakeout diagram. The right-angled side EG of the right triangle EFG in the elevation view coincides with the straight line segment HK in the top view, and draw the center line of the inner ladder beam and the outer ladder beam On the projection line M on the façade, the intersection of the projection line M and the extension line of the line segment L is Z, marking the direction of the curved circle of the rotating steel ladder;

S5、按组合放样图在平台上放样,搭设内侧梯梁的卧式组焊支架,支架包括两个立柱和两个立柱之间的横杆,每个Z点设置一个支架,横杆跨过线段EF并平行于线段L,每个横杆顶面的高度为其相对应点的X值,横杆的中心与Z点对应,横杆的两端分别焊接立柱;S5. Stake out on the platform according to the combined stakeout diagram, and set up a horizontal welding bracket for the inner ladder beam. The bracket includes two uprights and a crossbar between the two uprights. A bracket is set at each Z point, and the crossbar spans the line segment. EF is parallel to the line segment L, the height of the top surface of each crossbar is the X value of the corresponding point, the center of the crossbar corresponds to the Z point, and the two ends of the crossbar are welded with uprights respectively;

S6、用滚床对内侧梯梁和外侧梯梁进行曲圆;S6. Use a rolling bed to round the inner ladder beam and the outer ladder beam;

S7、将曲圆后的内侧梯梁和外侧梯梁分别放置在支架上进行修整,在内侧梯梁和外侧梯梁上画出踏板的装配线;S7. Place the curved inner ladder beam and the outer ladder beam respectively on the bracket for trimming, and draw the assembly line of the pedal on the inner ladder beam and the outer ladder beam;

S8、将踏板按照装配线的位置放置到内侧梯梁上,将踏板与内侧梯梁焊接;S8. Place the pedal on the inner ladder beam according to the position of the assembly line, and weld the pedal and the inner ladder beam;

S9、将外侧梯梁吊装到已装配好的踏板上,根据外侧梯梁的装配线的位置进行外侧梯梁与踏板的焊接。S9, hoist the outer ladder beam to the assembled pedal, and weld the outer ladder beam and the pedal according to the position of the assembly line of the outer ladder beam.

采用上述技术方案的本发明与现有技术相比,有益效果是:Compared with the prior art, the present invention adopting the above-mentioned technical scheme has the following beneficial effects:

本发发明节约了支架的技措用料,降低了施工成本,缩短了制作周期,提高施工效率,增加了操作的安全性,提高了除尘器旋转钢梯的制作精度。The invention saves the technical measures and materials of the bracket, reduces the construction cost, shortens the production period, improves the construction efficiency, increases the operation safety, and improves the production precision of the rotary steel ladder of the dust collector.

进一步的,本发明的优化方案是:Further, the optimization scheme of the present invention is:

步骤S2和步骤S3中,等分点至少为三点。In step S2 and step S3, the dividing points are at least three points.

附图说明Description of drawings

图1是本发明实施例的旋转钢梯的三维模型图;Fig. 1 is the three-dimensional model diagram of the rotating steel ladder of the embodiment of the present invention;

图2是本发明实施例的内侧梯梁等分的立面图;Fig. 2 is the elevation view of the inner ladder beam of the embodiment of the present invention equally divided;

图3是本发明实施例的内侧梯梁等分的俯视图;Fig. 3 is the top plan view of the inner side ladder beam of the embodiment of the present invention;

图4是本发明实施例的组合放样图;Fig. 4 is the combined set-out diagram of the embodiment of the present invention;

图5是本发明实施例的支架的立体图;5 is a perspective view of a stent according to an embodiment of the present invention;

图6是本发明实施例的支架搭设的立体图;Fig. 6 is the perspective view of the support erection of the embodiment of the present invention;

图7是本发明实施例的内侧梯梁搭设示意图;7 is a schematic diagram of the erection of an inner ladder beam according to an embodiment of the present invention;

图8是本发明实施例的踏板装配示意图;8 is a schematic diagram of the pedal assembly of the embodiment of the present invention;

图9是本发明实施例的外侧梯梁装配示意图。FIG. 9 is a schematic diagram of the assembly of an outer ladder beam according to an embodiment of the present invention.

图中:旋转钢梯1;内侧梯梁1-1;外侧梯梁1-2;踏板1-3;第一支架2;左立柱2-1;横杆2-2;右立柱2-3;第二支架3;第三支架4。In the figure: rotating steel ladder 1; inner ladder beam 1-1; outer ladder beam 1-2; pedal 1-3; first bracket 2; left column 2-1; cross bar 2-2; right column 2-3; The second bracket 3 ; the third bracket 4 .

具体实施方式Detailed ways

下面结合附图和实施例进一步详述本发明。The present invention will be described in further detail below in conjunction with the accompanying drawings and embodiments.

本实施例是一种基于BIM技术的除尘器旋转钢梯的制作方法,按如下步骤进行:The present embodiment is a method for manufacturing a rotary steel ladder for a dust collector based on BIM technology, which is performed according to the following steps:

S1、根据旋转钢梯1的CAD设计图纸,利用BIM技术使用TEKLA软件绘制旋转钢梯1的三维模型(图1所示),旋转钢梯1主要由内侧梯梁1-1、外侧梯梁1-2和三个踏板1-3构成,内侧梯梁1-1和外侧梯梁1-2均为槽钢且槽口相背设置; S1. According to the CAD design drawings of the revolving steel ladder 1, use BIM technology to use TEKLA software to draw the three-dimensional model of the revolving steel ladder 1 (as shown in Figure 1). The revolving steel ladder 1 is mainly composed of inner ladder beam 1-1 and outer ladder beam 1. -2 and three pedals 1-3, the inner ladder beam 1-1 and the outer ladder beam 1-2 are both channel steel and the notches are arranged opposite to each other;

S2、将三维模型切换为立面图(图2所示),连接旋转钢梯1的内侧梯梁1-1的最低点E和最高点F,以EF为直角三角形的斜边做直角三角形EFG,将直角三角形EFG的斜边EF和水平方向的直角边EG进行3点等分,等分为四段,将斜边EF和直角边EG对应的等分点用直线连接,依次测出各个对应等分点之间的线段的长度L1、L2和L3,直角三角形的直角边GF 的长度为L4,L1、L2、L3和L4为内侧梯梁1-1对应位置的实际高度;S2. Switch the 3D model to an elevation view (as shown in Figure 2), connect the lowest point E and the highest point F of the inner ladder beam 1-1 of the rotating steel ladder 1, and use EF as the hypotenuse of the right triangle to make a right triangle EFG , divide the hypotenuse EF of the right-angled triangle EFG and the right-angled side EG in the horizontal direction into three equal parts, and divide them into four equal parts. The lengths L 1 , L 2 and L 3 of the line segments between the bisectors, the length of the right-angled side GF of the right triangle is L 4 , and L 1 , L 2 , L 3 and L 4 are the corresponding positions of the inner ladder beams 1-1 the actual height;

S3、将三维模型切换为俯视图(图3所示),内侧梯梁1-1的中心线的水平投影线为弧线段HK,连接端点H和端点K构成直线段HK,直线段HK的长度等于直角三角形EFG的直角边EG的长度,对直线段HK进行3点等分,过各个等分点作直线段HK的垂线,每条垂线与弧线段HK相交,过直线段HK等分点处的垂线与弧线段HK的交点之间的长度为依次为X1、X2和X3,直线段HK的端点H与其紧邻的等分点之间的距离为Y1,直线段HK的相邻等分点之间的距离依次为Y2和Y3,直线段HK的端点K与其紧邻的等分点之间的距离为Y4S3. Switch the three-dimensional model to the top view (as shown in Figure 3), the horizontal projection line of the center line of the inner ladder beam 1-1 is the arc segment HK, and the connecting end point H and the end point K form a straight line segment HK, and the length of the straight line segment HK Equal to the length of the right-angled side EG of the right-angled triangle EFG, divide the straight line segment HK into 3 equal points, and draw a vertical line of the straight line segment HK through each bisected point. The lengths between the vertical line at the bisector and the intersection of the arc segment HK are X 1 , X 2 and X 3 in sequence, and the distance between the endpoint H of the straight line segment HK and its immediate bisector is Y 1 , the straight line The distances between the adjacent bisectors of the segment HK are Y 2 and Y 3 in turn, and the distance between the endpoint K of the straight line segment HK and its immediately adjacent bisectors is Y 4 ;

S4、将内侧梯梁1-1的立面图与俯视图进行组合形成组合放样图(图4所示),立面图的直角三角形EFG的直角边EG与俯视图的直线段HK重合,画出内侧梯梁1-1和外侧梯梁1-2的中心线在立面上的投影线M,投影线M和线段L的延长线的交点为依次为Z1、Z2和Z3,标出旋转钢梯1的曲圆方向;S4. Combine the elevation view and the top view of the inner ladder beam 1-1 to form a combined stakeout view (as shown in Figure 4). The right-angled side EG of the right-angled triangle EFG in the elevation view coincides with the straight line segment HK in the top view, and the inner side is drawn. The projection line M of the center line of the ladder beam 1-1 and the outer ladder beam 1-2 on the façade, the intersection point of the projection line M and the extension line of the line segment L is Z 1 , Z 2 and Z 3 in turn, marking the rotation The curved direction of the steel ladder 1;

S5、按组合放样图在平台上放样(图6所示),搭设内侧梯梁1-1的卧式组焊支架,卧式组焊支架为三个,分别是结构相同的第一支架2(图5所示)、第二支架3和第三支架4,第一支架2主要由左立柱2-1、横杆2-2和右立柱2-3构成,横杆2-2位于左立柱2-1和右立柱2-3之间,左立柱2-1和右立柱2-3的材质是角钢,横杆2-2的截面为矩形。每个Z点设置一个支架,第一支架2、第二支架3和第三支架4分别位于Z1点、Z2点和Z3点,横杆2-2跨过线段EF并平行于线段L,每个横杆2-2的顶面的高度为其相对应点的X值,第一支架2、第二支架3和第三支架4的横杆2-2的顶面的高度分别为X1、X2和X3,第一支架2、第二支架3和第三支架4的横杆2-2的中心与分别与Z1点、Z2点和Z3点对应,横杆2-2的高度和位置定位后,横杆2-2的两端分别焊接左立柱2-1和右立柱2-3,左立柱2-1和右立柱2-3对内侧梯梁1-1限位;S5. Stake out on the platform according to the combined stakeout diagram (as shown in Figure 6), and set up the horizontal welding brackets for the inner ladder beams 1-1. There are three horizontal welding brackets, which are the first brackets 2 with the same structure ( 5), the second bracket 3 and the third bracket 4, the first bracket 2 is mainly composed of a left column 2-1, a cross bar 2-2 and a right column 2-3, the cross bar 2-2 is located in the left column 2 Between -1 and the right column 2-3, the material of the left column 2-1 and the right column 2-3 is angle steel, and the cross-section of the cross bar 2-2 is rectangular. Each Z point is provided with a bracket, the first bracket 2, the second bracket 3 and the third bracket 4 are located at the Z 1 point, the Z 2 point and the Z 3 point respectively, and the cross bar 2-2 spans the line segment EF and is parallel to the line segment L , the height of the top surface of each crossbar 2-2 is the X value of its corresponding point, and the heights of the top surfaces of the crossbars 2-2 of the first bracket 2, the second bracket 3 and the third bracket 4 are respectively X 1 , X 2 and X 3 , the centers of the cross bars 2-2 of the first bracket 2, the second bracket 3 and the third bracket 4 correspond to points Z 1 , Z 2 and Z 3 respectively, and the cross bars 2- After the height and position of ;

S6、用滚床对内侧梯梁1-1和外侧梯梁1-2进行曲圆;S6. Use a rolling bed to make a curved circle on the inner ladder beam 1-1 and the outer ladder beam 1-2;

S7、将曲圆后的内侧梯梁1-1和外侧梯梁1-2分别放置在三个支架上进行修整,在内侧梯梁1-1和外侧梯梁1-2的腹板上画出踏板1-3的装配线N(图7所示);S7. Place the curved inner ladder beam 1-1 and the outer ladder beam 1-2 on the three brackets respectively for trimming, and draw on the webs of the inner ladder beam 1-1 and the outer ladder beam 1-2 Assembly line N of pedals 1-3 (shown in Figure 7);

S8、将踏板1-3按照装配线N的位置放置到内侧梯梁1-1的腹板上,将踏板1-3与内侧梯梁1-1焊接;S8. Place the pedals 1-3 on the web of the inner ladder beam 1-1 according to the position of the assembly line N, and weld the pedals 1-3 and the inner ladder beam 1-1;

S9、将外侧梯梁1-2吊装到已装配好的踏板1-3上,根据装配线N的位置进外侧梯梁1-2与踏板1-3的焊接。S9, hoist the outer ladder beam 1-2 to the assembled pedal 1-3, and weld the outer ladder beam 1-2 and the pedal 1-3 according to the position of the assembly line N.

本发明节约了支架的技措用料,降低了施工成本,缩短了制作周期,提高施工效率,增加了操作的安全性,提高了除尘器旋转钢梯的制作精度。The invention saves the technical measures and materials of the bracket, reduces the construction cost, shortens the production period, improves the construction efficiency, increases the operation safety, and improves the production precision of the rotary steel ladder of the dust collector.

以上所述仅为本发明较佳可行的实施例而已,并非因此局限本发明的权利范围,凡运用本发明说明书及附图内容所作的等效结构变化,均包含于本发明的权利范围之内。The above descriptions are only preferred feasible embodiments of the present invention, and are not intended to limit the scope of rights of the present invention. Any equivalent structural changes made by using the contents of the description and accompanying drawings of the present invention are included in the scope of rights of the present invention. .

Claims (2)

1.一种基于BIM技术的除尘器旋转钢梯的制作方法,包括如下步骤:1. A method for making a rotary steel ladder for a dust collector based on BIM technology, comprising the following steps: S1、根据旋转钢梯的CAD设计图纸,利用BIM技术使用TEKLA软件绘制旋转钢梯的三维模型;S1. According to the CAD design drawings of the rotating steel ladder, use BIM technology to use TEKLA software to draw the three-dimensional model of the rotating steel ladder; S2、将旋转钢梯的三维模型切换为立面图,连接旋转钢梯的内侧梯梁的最低点E和最高点F,以EF为直角三角形的斜边做直角三角形EFG,将直角三角形EFG的斜边EF和水平方向的直角边EG进行多点等分,将对应的等分点用直线连接,测出各个对应等分点之间的线段L的长度,线段L的长度为内侧梯梁对应位置的实际高度;S2. Switch the three-dimensional model of the rotating steel ladder to an elevation view, connect the lowest point E and the highest point F of the inner ladder beam of the rotating steel ladder, use EF as the hypotenuse of the right triangle to make a right triangle EFG, and connect the right triangle EFG to the The hypotenuse EF and the right-angled side EG in the horizontal direction are divided into multiple points, and the corresponding bisected points are connected with straight lines, and the length of the line segment L between the corresponding bisected points is measured. The length of the line segment L corresponds to the inner ladder beam. the actual height of the location; S3、将旋转钢梯的三维模型切换为俯视图,内侧梯梁的中心线的水平投影线为弧线段HK,连接端点H和端点K构成直线段HK,直线段HK的长度等于直角三角形EFG的直角边EG的长度,对直线段HK进行多点等分,等分点的数量与步骤S2中的等分点的数量相等,过各个等分点作直线段HK的垂线,每条垂线与弧线段HK相交,过直线段HK等分点处的垂线与弧线段HK的交点之间的长度为X,直线段HK的相邻等分点之间的距离、直线段HK的两端点与其紧邻的等分点之间的距离为Y;S3. Switch the three-dimensional model of the rotating steel ladder to a top view. The horizontal projection line of the center line of the inner ladder beam is an arc segment HK, and the connecting end point H and the end point K form a straight line segment HK, and the length of the straight line segment HK is equal to the length of the right triangle EFG. The length of the right-angled side EG, the straight line segment HK is divided into multiple points, and the number of bisected points is equal to the number of bisected points in step S2, and the vertical lines of the straight line segment HK are drawn through each bisected point, and each vertical line It intersects with the arc segment HK, the length between the vertical line at the bisector point of the straight segment HK and the intersection point of the arc segment HK is X, the distance between the adjacent bisector points of the straight segment HK, the length of the straight segment HK The distance between the two end points and their immediately adjacent bisector points is Y; S4、将内侧梯梁的立面图与俯视图进行组合形成组合放样图,立面图的直角三角形EFG的直角边EG与俯视图的直线段HK重合,画出内侧梯梁和外侧梯梁的中心线在立面上的投影线M,投影线M和线段L的延长线的交点为Z,标出旋转钢梯的曲圆方向;S4. Combine the elevation view and the top view of the inner ladder beam to form a combined stakeout diagram. The right-angled side EG of the right triangle EFG in the elevation view coincides with the straight line segment HK in the top view, and draw the center line of the inner ladder beam and the outer ladder beam On the projection line M on the façade, the intersection of the projection line M and the extension line of the line segment L is Z, marking the direction of the curved circle of the rotating steel ladder; S5、按组合放样图在平台上放样,搭设内侧梯梁的卧式组焊支架,支架包括两个立柱和两个立柱之间的横杆,每个Z点设置一个支架,横杆跨过线段EF并平行于线段L,每个横杆顶面的高度为其相对应点的X值,横杆的中心与Z点对应,横杆的两端分别焊接立柱;S5. Stake out on the platform according to the combined stakeout diagram, and set up a horizontal welding bracket for the inner ladder beam. The bracket includes two uprights and a crossbar between the two uprights. A bracket is set at each Z point, and the crossbar spans the line segment. EF is parallel to the line segment L, the height of the top surface of each crossbar is the X value of the corresponding point, the center of the crossbar corresponds to the Z point, and the two ends of the crossbar are welded with uprights respectively; S6、用滚床对内侧梯梁和外侧梯梁进行曲圆;S6. Use a rolling bed to round the inner ladder beam and the outer ladder beam; S7、将曲圆后的内侧梯梁和外侧梯梁分别放置在支架上进行修整,在内侧梯梁和外侧梯梁上画出踏板的装配线;S7. Place the curved inner ladder beam and the outer ladder beam respectively on the bracket for trimming, and draw the assembly line of the pedal on the inner ladder beam and the outer ladder beam; S8、将踏板按照装配线的位置放置到内侧梯梁上,将踏板与内侧梯梁焊接;S8. Place the pedal on the inner ladder beam according to the position of the assembly line, and weld the pedal and the inner ladder beam; S9、将外侧梯梁吊装到已装配好的踏板上,根据外侧梯梁的装配线的位置进行外侧梯梁与踏板的焊接。S9, hoist the outer ladder beam to the assembled pedal, and weld the outer ladder beam and the pedal according to the position of the assembly line of the outer ladder beam. 2.根据权利要求1所述的基于BIM技术的除尘器旋转钢梯的制作方法,其特征在于:步骤S2和步骤S3中,等分点至少为三点。2 . The method for manufacturing a rotary steel ladder for a dust collector based on BIM technology according to claim 1 , characterized in that: in step S2 and step S3 , the dividing points are at least three points. 3 .
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Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN204475712U (en) * 2014-12-24 2015-07-15 北京凯盛建材工程有限公司 A kind of through spiral stairs
WO2018148192A1 (en) * 2017-02-07 2018-08-16 Dorel Home Furnishings, Inc. Ladder with tread system

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104499665B (en) * 2014-12-24 2017-02-22 北京凯盛建材工程有限公司 Through type spiral stair and arranging method thereof
CN107190963A (en) * 2016-03-15 2017-09-22 五冶集团上海有限公司 A kind of portable steel ladder platform and preparation method thereof and application
US10138682B2 (en) * 2016-12-28 2018-11-27 Werner Co. Tri-foot, ladder and method
CN107299767B (en) * 2017-06-23 2019-06-25 中国一冶集团有限公司 A kind of absolute altitude setting means and setting method applied to the rotation steel ladder production of box-type section helical-blade sheet
CN108179877A (en) * 2017-12-29 2018-06-19 青建集团股份公司 Mitigate the cast-in-place torsion plate circular arc track construction method of helical curve multilayer
CN108268707B (en) * 2017-12-31 2021-08-06 马钢集团设计研究院有限责任公司 ReVIT-based transfer station standard template drawing method and transfer station construction method
CN109531062B (en) * 2018-11-23 2021-04-30 防城港中一重工有限公司 Method for manufacturing uneven bending box beam rotary ladder
CN110171528B (en) * 2019-06-28 2021-08-20 中船黄埔文冲船舶有限公司 Lofting manufacturing method of side-push grating

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN204475712U (en) * 2014-12-24 2015-07-15 北京凯盛建材工程有限公司 A kind of through spiral stairs
WO2018148192A1 (en) * 2017-02-07 2018-08-16 Dorel Home Furnishings, Inc. Ladder with tread system

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