WO2021088596A1 - Method for tensioning prefabricated component employing centroid tracking and seam width control - Google Patents

Method for tensioning prefabricated component employing centroid tracking and seam width control Download PDF

Info

Publication number
WO2021088596A1
WO2021088596A1 PCT/CN2020/120426 CN2020120426W WO2021088596A1 WO 2021088596 A1 WO2021088596 A1 WO 2021088596A1 CN 2020120426 W CN2020120426 W CN 2020120426W WO 2021088596 A1 WO2021088596 A1 WO 2021088596A1
Authority
WO
WIPO (PCT)
Prior art keywords
centroid
rubber gasket
tension
jack
tensioning
Prior art date
Application number
PCT/CN2020/120426
Other languages
French (fr)
Chinese (zh)
Inventor
杨秀仁
黄美群
彭智勇
林放
Original Assignee
北京城建设计发展集团股份有限公司
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by 北京城建设计发展集团股份有限公司 filed Critical 北京城建设计发展集团股份有限公司
Priority to EP20873341.0A priority Critical patent/EP3868979B1/en
Publication of WO2021088596A1 publication Critical patent/WO2021088596A1/en

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/12Mounting of reinforcing inserts; Prestressing
    • E04G21/121Construction of stressing jacks
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/12Mounting of reinforcing inserts; Prestressing
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/045Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/16Arrangement or construction of joints in foundation structures
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2250/00Production methods
    • E02D2250/0046Production methods using prestressing techniques

Definitions

  • the invention relates to the technical field of construction engineering, in particular to a prefabricated component tensioning method based on centroid tracking and seam width control.
  • Prefabricated assembly technology usually uses rubber gaskets as the key waterproof material for the longitudinal and circumferential joints of the assembly components in the application of underground structures.
  • This kind of material is usually composed of a non-linear elastic material. Under the action of the tensile force of the assembled jack, it can follow the change of the indirect seam width of the component and deform. On the one hand, it can ensure the waterproof and sealing performance between the component joints. On the one hand, it provides a cushioning effect for the components in the assembling and completion stage, so as to avoid quality degradation problems such as component cracking caused by bumps.
  • the rubber gasket After the prefabricated component rubber gasket is in contact and compressed during the assembly and tensioning process, try to ensure that the width of the indirect seam of the assembled component is uniform, the rubber gasket is compressed by the same amount, and the elastic reaction force value is consistent.
  • the reaction force of the rubber gasket The centroid is consistent with the plane centroid, so as to ensure the assembly quality.
  • the width of the seam between the assembled components is often uneven due to various factors, the elasticity of the rubber seals at different parts of the component is different, and the elastic reaction force value is also different, and the center of the reaction force and the plane center of the rubber seal will appear. Inconsistency.
  • each component When assembling prefabricated components, each component needs to be tensioned at multiple points with several jacks.
  • the centroids coincide to ensure the assembly quality. It is necessary to establish a prefabricated component tensioning method.
  • several tension jacks By dynamically tracking the relationship between the centroid position of the reaction force of the rubber gasket and the geometric centroid position of the rubber gasket, several tension jacks are determined. The tension load at all times can gradually approach the target position of the prefabricated component tension, and reach the pre-set joint width and ensure that the joint width is uniform.
  • the contact surface 4 of the previous group of components B-2 and the contact surface 5 of the component B-1 to be assembled are symmetrically arranged with gaskets 7, 6 respectively, and between the two components
  • the width of the joint is affected by the tensile force of the jacks passing through the tensile hole 1, the elastic reaction force of the sealing gasket, and the magnitude and position of the sliding friction force of the adjacent members and the cushion.
  • the gaskets 6 and 7 are squeezed to produce elastic reaction force.
  • the centroid of the force of the jacks in the multiple groups may be It does not coincide with the geometric centroid of the gasket, so that the elastic reaction force centroid generated by the gasket does not coincide with the geometric centroid, resulting in different degrees of compression and deformation of the gasket everywhere in the joint.
  • the designer of the present invention in view of the above-mentioned defects, through concentrated research and design, combined with years of experience and achievements in related industries, researched and designed a prefabricated component tension based on centroid tracking and seam width control.
  • the object of the present invention is to provide a prefabricated component stretching method based on centroid tracking and seam width control, which can realize that when the prefabricated component is stretched, the rubber gasket is uniformly compressed, and the seam width is the same everywhere in the joint. Thereby improving the assembly accuracy of large-scale prefabricated components and the construction quality of prefabricated structures.
  • the present invention discloses a prefabricated component tensioning method based on centroid tracking and seam width control, which is characterized by including the following steps:
  • Step 1 Establish the center point coordinate set ⁇ of the micro-segment center line of the rubber gasket and the center point coordinate set ⁇ of the bolt hole position;
  • Step 2 Calculate the geometric center of the rubber gasket and the center of reaction force of the rubber gasket respectively;
  • Step 3 Calculate the centroid of jack tension
  • Step 4 Tension of prefabricated components based on seam width control
  • Step 5 Tension of prefabricated components based on centroid tracking.
  • step two since any point of the center point coordinate set ⁇ of the center line of the rubber gasket represents a square rubber gasket micro-segment, the length of each rubber gasket micro-segment is the same as the gasket width ⁇ , square
  • the coordinates and areas of all points in the center line of the rubber gasket’s micro-segment center point coordinate set ⁇ are calculated from the X-axis and Y-axis to calculate the rubber seal
  • the geometric centroid of the pad (X, Y) and the coordinates of the geometric centroid (X, Y) on the XOY plane are obtained by formulas 1 and 2:
  • the surface equations are established in the same plane coordinate system corresponding to the centerline micro-segment center point coordinate set ⁇ of the rubber gaskets, and the joints are calculated according to the coordinates of each point Width and its deformation, and establish a dynamic database Z S in chronological order, and calculate the elastic reaction force of the rubber gasket for all the points in the center line micro-segment center point coordinate set ⁇ of the rubber gasket
  • For the elastic reaction force F i of all points find the moments on the X-axis and Y-axis of the coordinate system. According to the principle that the sum of the resultant moment and the micro-segment moment is equal, calculate the centroid of the reaction force (X k , Y k ) of the rubber gasket
  • the coordinates are obtained by formulas 3 and 4:
  • the centroid (X P , Y P ) of the jack tension in step 3 the coordinate algorithm is formula 5 and 6:
  • the design of the jack tension hole position of the prefabricated component should meet the following principles:
  • the position of the tension holes should be at the position of the geometric center of the rubber gasket
  • the tension holes should be on both sides of the geometric center of the rubber gasket and on the same straight line;
  • the tension holes should be arranged around the geometric center of the rubber gasket.
  • step 5 due to the different size and position of the jack, the tensile force centroid of the jack does not coincide with the geometric centroid of the rubber gasket, which results in inconsistent compression of the rubber gasket, which makes the centroid of the rubber gasket reaction force and the geometric centroid of the rubber gasket inconsistent.
  • the centroids are not coincident.
  • step 1 the plane of the component where the rubber gasket is located is captured by the camera equipment to obtain an image of the component, and after the image distortion and tilt distortion are corrected, the information in the image is corrected by manual guidance, and the rubber gasket in the image is identified by image recognition technology.
  • the skeleton contour line of the rubber gasket image and the center line of the skeleton contour line and the center point of the bolt hole are recognized, and any point in the image is selected as the origin to establish a coordinate system, which is defined as the XOY plane coordinate system.
  • the tensioning method of prefabricated components based on centroid tracking and seam width control can improve the efficiency of assembly.
  • prefabricated structures such as railway and urban rail transit stations, sections, entrances and exits, air ducts, large-scale underground space development prefabricated structures, underground pipelines and integrated pipe corridor prefabricated structures, urban underground pedestrian passages, underground train tunnels
  • prefabricated structure and other similar projects constructed by the prefabricated assembly method have extensive promotion significance.
  • Figures 1A and 1B show schematic diagrams of one of the components of the prefabricated component tensioning method based on centroid tracking and slit width control of the present invention.
  • Fig. 1C shows a partially enlarged schematic diagram of Fig. 1B.
  • Fig. 1D and Fig. 1E show the key contour information in Fig. 1B and the schematic diagram of the compression deformation relationship of the seal gasket after partial enlargement.
  • Figure 2 shows the key contour information calculation point set for the calculation of the gasket reaction force and the positional relationship diagram of the jack force centroid, the gasket reaction force centroid and the gasket geometric centroid.
  • Fig. 3 shows the principle schematic diagram of the prefabricated component tensioning method based on centroid tracking and slit width control of the present invention.
  • 4A and 4B show schematic diagrams of the reasonable arrangement range of the single-hole jack of the present invention.
  • Figures 5A and 5B show schematic diagrams of the reasonable arrangement range of the double-hole jack of the present invention.
  • 6A and 6B show schematic diagrams of the reasonable arrangement range of the three-hole and multi-hole jacks of the present invention.
  • 107 is the center point of the micro-segment of the center line of the rubber gasket; 13 is the micro-segment of the rubber gasket; 1 is the jack tension point; 8, 9, 10 are the joint width measurement points; 11 is the geometric center of the rubber gasket; 12 Rubber gasket reaction force centroid; 14 is the jack tension centroid.
  • the prefabricated component tensioning method based on centroid tracking and seam width control includes the following steps:
  • Step 1 Determine the center point coordinate set of the micro-segment center line of the rubber gasket and the center coordinate set of the component bolt hole location.
  • the image information can be used to identify the center point coordinate set of the rubber gasket center line micro-segment center point and the component bolt hole center coordinate set .
  • the plane of the component B-2 where the rubber gasket is located is photographed by the camera equipment. See Figure 1D and Figure 1E to obtain the image of the component.
  • the information in the image is corrected by manual guidance, and the image
  • the recognition technology recognizes the skeleton outline of the rubber gasket in the image, and recognizes the center line of the skeleton outline 3 of the rubber gasket image and the center point of the bolt hole position 1, and selects any point in the image as the origin to establish a coordinate system ,
  • the corner of the image can be selected as the coordinate origin to establish a two-dimensional plane coordinate system, which is defined as the XOY plane coordinate system, as shown in Figure 2.
  • the image processing technology is used to establish the center point coordinate set ⁇ 107, the bolt hole position center point coordinate set ⁇ 101 and the component structure outer contour point coordinate set ⁇ 103 of the centerline micro-segment of the rubber gasket, and use the computer database to store them. If there are two or more rubber gaskets, establish a set of the center point coordinates of the micro-segment centerline of the rubber gaskets and store them in a computer database.
  • Step 2 Obtain the geometric centroid of the rubber gasket and the counter force centroid of the rubber gasket.
  • the centroid of the reaction force of the rubber gasket changes dynamically, and the coordinates of the centroid of the reaction force of the rubber gasket are different under different tension balance states.
  • Step 3 Calculate the centroid of jack tension.
  • Step 4 Tension of prefabricated components based on seam width control.
  • the final control target value of the joint width measurement point is Z 0
  • the multi-point coordinated stretching method is adopted, and the final control target is reached through m consecutive times of equal tensioning.
  • the jack tension is converted into the jack tension by the jack tension point 3 in different positions and the jack tension is controlled, and the oil pressure and oil speed of the hydraulic control center are controlled.
  • the position of the jack tension hole of the prefabricated component should be set as far as possible to meet the following principles:
  • the position of the tension holes should be designed at the position of the geometric center of the rubber gasket, as shown in Figure 4A and Figure 4B.
  • the tension holes should be designed on both sides of the geometric center of the rubber gasket and on the same straight line, as shown in Figure 5A and Figure 5B.
  • the tension holes should be arranged around the geometric center of the rubber gasket, as shown in Figure 6A and Figure 6B.
  • Step 5 Tension of prefabricated components based on centroid tracking.
  • the jack tension point of the prefabricated component should be as close as possible to the joint width measurement point. However, due to various factors, it is impossible to guarantee that all the joint width measurement points correspond to the jack tension point position. It is usually necessary to use the measured data of the measurement point. To calculate the joint width of the jack tensioning point, the tensioning of the prefabricated component based on the slit width control may cause tension quality and efficiency problems. In this case, the prefabricated component tensioning method based on centroid tracking can be used to complete the assembly tensioning work.
  • the width of the seam is the same to achieve the ideal state of assembly.
  • the jack tension of each group can be adjusted to make the jack tension centroid 14, the rubber gasket reaction force centroid 11, and the rubber gasket geometric centroid 12 as the center symmetrical to each other, as shown in the figure
  • the positions shown by a and a'in the middle can make the reaction force centroid 11 of the rubber gasket gradually move along the line aa' between 11 and 14 toward the geometric centroid 12 of the gasket.
  • the jack tension is adjusted, the deformation of the rubber gasket will also change, and the position of the reaction force centroid 11 will change accordingly to the position b'.
  • the jack tension centroid 14 will be correspondingly changed.
  • the coordinates of the geometric centroid 12, the reaction force centroid 11, and the jack tension centroid 14 of the rubber gasket are calculated in real time according to the algorithm of step 2 and step 3.
  • the algorithm of step 2 and step 3 By comparing the coordinates of the geometric centroid 12, the reaction force centroid 11, and the jack tension centroid 14 of the gasket, it is necessary to ensure that the coordinates of the reaction force centroid 11 and the jack tension centroid 14 are distributed in the geometry of the gasket.
  • the coordinates of the reaction force centroid 11 and the jack tension centroid 14 are distributed on the same side of the geometric centroid 12 of the gasket, they can be automatically reminded by the computer program, and the program can be automatically optimized or adjusted manually. , To ensure that the assembly can be completed accurately and with high quality.
  • the tensioning method of prefabricated components based on centroid tracking and seam width control can improve the efficiency of assembly.
  • prefabricated structures such as railway and urban rail transit stations, sections, entrances and exits, air ducts, large-scale underground space development prefabricated structures, underground pipelines and integrated pipe corridor prefabricated structures, urban underground pedestrian passages, underground train tunnels
  • prefabricated structure and other similar projects constructed by the prefabricated assembly method have extensive promotion significance.

Abstract

A method for tensioning a prefabricated component employing centroid tracking and seam width control comprises the following steps: step 1, establishing a coordinate set Ω (107) of a center point at a centerline micro-segment of a rubber seal and a coordinate set Π (101) of a center point at a bolt hole position; step 2, respectively performing calculations to obtain a geometric centroid (K) of the rubber seal and a counter force centroid (KF) of the rubber seal; step 3, performing calculations to obtain a tensioning force centroid of a jack (KP); step 4, tensioning a prefabricated component employing seam width control; and step 5, tensioning the prefabricated component employing centroid tracking. The method for tensioning a prefabricated component employing centroid tracking and seam width control can realize uniform compression of a rubber seal and a constant seam width, thereby enhancing connection precision of prefabricated components and construction quality of a prefabricated structure.

Description

基于形心跟踪和缝宽控制的预制装配式构件张拉方法Tensioning method of prefabricated component based on centroid tracking and seam width control 技术领域Technical field
本发明涉及建筑工程的技术领域,尤其涉及一种基于形心跟踪和缝宽控制的预制装配式构件张拉方法。The invention relates to the technical field of construction engineering, in particular to a prefabricated component tensioning method based on centroid tracking and seam width control.
背景技术Background technique
预制拼装技术在地下结构应用中通常采用橡胶密封垫作为拼装构件纵向和环向接缝的关键防水材料。此种材料通常由一种非线性弹性材料构成,在拼装千斤顶张拉顶力的作用下,可追随构件间接缝缝宽的变化而变形,一方面可确保构件接缝间的防水密封性能,另一方面为构件在拼装及完成阶段提供缓冲作用,从而避免因磕碰导致的构件开裂等质量下降问题。Prefabricated assembly technology usually uses rubber gaskets as the key waterproof material for the longitudinal and circumferential joints of the assembly components in the application of underground structures. This kind of material is usually composed of a non-linear elastic material. Under the action of the tensile force of the assembled jack, it can follow the change of the indirect seam width of the component and deform. On the one hand, it can ensure the waterproof and sealing performance between the component joints. On the one hand, it provides a cushioning effect for the components in the assembling and completion stage, so as to avoid quality degradation problems such as component cracking caused by bumps.
预制装配式构件橡胶密封垫在拼装张拉过程中接触并被压缩后,应尽量保证拼装构件间接缝宽度均匀,橡胶密封垫受到相同的压缩量,弹性反力值一致,橡胶密封垫的反力形心与其平面形心一致,从而保证拼装质量。但由于在拼装构件间接缝宽度由于各种因素往往是不均匀的,构件不同部位的橡胶密封垫弹性不同,弹性反力值也不相同,将出现橡胶密封垫的反力形心与平面形心不一致的情况。因此,需要通过对螺栓孔位对应的张拉千斤顶的张拉力进行实时监测,并反算确定不同拼装状态下的橡胶密封垫的反力和反力形心,通过调整张拉千斤顶的张拉力,尽量保证橡胶密封垫的反力形心与平面开心重合,从而保证拼装质量。After the prefabricated component rubber gasket is in contact and compressed during the assembly and tensioning process, try to ensure that the width of the indirect seam of the assembled component is uniform, the rubber gasket is compressed by the same amount, and the elastic reaction force value is consistent. The reaction force of the rubber gasket The centroid is consistent with the plane centroid, so as to ensure the assembly quality. However, because the width of the seam between the assembled components is often uneven due to various factors, the elasticity of the rubber seals at different parts of the component is different, and the elastic reaction force value is also different, and the center of the reaction force and the plane center of the rubber seal will appear. Inconsistency. Therefore, it is necessary to monitor the tension force of the tension jack corresponding to the bolt hole position in real time, and determine the reaction force and the centroid of the reaction force of the rubber gasket in different assembled states through inverse calculation. By adjusting the tension force of the tension jack, Try to ensure that the center of the reaction force of the rubber gasket is coincident with the plane to ensure the quality of the assembly.
装配式构件拼装时,每一个构件都需要利用若干千斤顶进行多点张拉,为实现预制构件拼装过程中橡胶密封垫均匀受压,且尽量保证橡胶密封垫的反力形心与橡胶密封垫几何形心重合,保证拼装质量,需要建立一种预制装配式构件张拉方法,通过动态跟踪橡胶密封垫的反力形心位置与橡胶密封垫几何形心位置的关系,确定若干张拉千斤顶下一时刻的张拉荷载,以逐步逼近装配式构件张拉的目标位置,并达到事先设定的接缝宽度且保证接缝宽度均匀。When assembling prefabricated components, each component needs to be tensioned at multiple points with several jacks. In order to realize the uniform compression of the rubber gasket during the assembly process of the prefabricated components, and try to ensure the center of the reaction force of the rubber gasket and the geometry of the rubber gasket The centroids coincide to ensure the assembly quality. It is necessary to establish a prefabricated component tensioning method. By dynamically tracking the relationship between the centroid position of the reaction force of the rubber gasket and the geometric centroid position of the rubber gasket, several tension jacks are determined. The tension load at all times can gradually approach the target position of the prefabricated component tension, and reach the pre-set joint width and ensure that the joint width is uniform.
如图1A、图1B和图1C所示,前一组构件B-2的接触面4与待拼构件B-1的接触面5上各对称布置密封垫7、6,而两构件之间的接缝宽度受到多个穿过张拉孔1的千斤顶张拉力、密封垫的弹性反力和相邻构件及垫层滑动摩擦力作用大小和位置的影响。在多组不同位置千斤顶张拉力的作用下,密封垫6、7受到挤压,产生弹性反力,但是由于构件形状和密封垫6、7形状的不规则,多组千斤顶作用力的形心可能与密封垫几何形心不重合,使得密封垫产生的弹性反力形心也与其几何形心不重合,从而导致接缝各处密封垫压缩变形程度不一。As shown in Figure 1A, Figure 1B and Figure 1C, the contact surface 4 of the previous group of components B-2 and the contact surface 5 of the component B-1 to be assembled are symmetrically arranged with gaskets 7, 6 respectively, and between the two components The width of the joint is affected by the tensile force of the jacks passing through the tensile hole 1, the elastic reaction force of the sealing gasket, and the magnitude and position of the sliding friction force of the adjacent members and the cushion. Under the action of the tension force of the jacks in different positions, the gaskets 6 and 7 are squeezed to produce elastic reaction force. However, due to the irregular shape of the components and the gaskets 6, 7 the centroid of the force of the jacks in the multiple groups may be It does not coincide with the geometric centroid of the gasket, so that the elastic reaction force centroid generated by the gasket does not coincide with the geometric centroid, resulting in different degrees of compression and deformation of the gasket everywhere in the joint.
为此,本发明的设计者有鉴于上述缺陷,通过潜心研究和设计,综合长期多年从事相关产业的经验和成果,研究设计出一种基于形心跟踪和缝宽控制的预制装配式构件张拉方法,以克服上述缺陷。To this end, the designer of the present invention, in view of the above-mentioned defects, through concentrated research and design, combined with years of experience and achievements in related industries, researched and designed a prefabricated component tension based on centroid tracking and seam width control. Methods to overcome the above-mentioned shortcomings.
发明内容Summary of the invention
本发明的目的在于提供一种基于形心跟踪和缝宽控制的预制装配式构件张拉方法,其能实现预制构件张拉时,橡胶密封垫受到均匀 压缩,接缝各处的缝宽相同,从而提高大型预制构件拼装精度和预制装配式结构的建造质量。The object of the present invention is to provide a prefabricated component stretching method based on centroid tracking and seam width control, which can realize that when the prefabricated component is stretched, the rubber gasket is uniformly compressed, and the seam width is the same everywhere in the joint. Thereby improving the assembly accuracy of large-scale prefabricated components and the construction quality of prefabricated structures.
为解决上述问题,本发明公开了一种基于形心跟踪和缝宽控制的预制装配式构件张拉方法,其特征在于包括如下步骤:In order to solve the above problems, the present invention discloses a prefabricated component tensioning method based on centroid tracking and seam width control, which is characterized by including the following steps:
步骤一:建立橡胶密封垫中心线微段中心点坐标集Ω以及螺栓孔位中心点坐标集Π;Step 1: Establish the center point coordinate set Ω of the micro-segment center line of the rubber gasket and the center point coordinate set Π of the bolt hole position;
步骤二:分别计算得到橡胶密封垫几何形心和橡胶密封垫反力形心;Step 2: Calculate the geometric center of the rubber gasket and the center of reaction force of the rubber gasket respectively;
步骤三:计算千斤顶张拉力形心;Step 3: Calculate the centroid of jack tension;
步骤四:基于缝宽控制进行预制装配式构件的张拉;Step 4: Tension of prefabricated components based on seam width control;
步骤五:基于形心跟踪进行预制装配式构件张拉。Step 5: Tension of prefabricated components based on centroid tracking.
其中:步骤二中由于橡胶密封垫中心线微段中心点坐标集Ω的任何一点都代表了一个正方形的橡胶密封垫微段,各橡胶密封垫微段的长度与密封垫宽度λ等长,正方形的橡胶密封垫微段的面积均为A 0=λ 2,对橡胶密封垫中心线微段中心点坐标集Ω的所有点的坐标及面积对X轴、Y轴求面积距,从而计算橡胶密封垫的几何形心(X,Y),几何形心(X,Y)在XOY平面的坐标通过公式1和2得到: Among them: in step two, since any point of the center point coordinate set Ω of the center line of the rubber gasket represents a square rubber gasket micro-segment, the length of each rubber gasket micro-segment is the same as the gasket width λ, square The area of the micro-segment of the rubber gasket is A 02 , the coordinates and areas of all points in the center line of the rubber gasket’s micro-segment center point coordinate set Ω are calculated from the X-axis and Y-axis to calculate the rubber seal The geometric centroid of the pad (X, Y) and the coordinates of the geometric centroid (X, Y) on the XOY plane are obtained by formulas 1 and 2:
Figure PCTCN2020120426-appb-000001
Figure PCTCN2020120426-appb-000001
Figure PCTCN2020120426-appb-000002
Figure PCTCN2020120426-appb-000002
其中:步骤二中待拼装预制构件与已拼装预制构件接触面完全接触后,在千斤顶张拉静止平衡状态下,通过对预制构件n个不同位置的接触面间的接缝宽度进行实时监测,获取n个待拼装预制构件与已拼装预制构件接触面的接缝宽度监测值Z i,其中i=1,2,...,n,由于待拼装预制构件与已拼装预制构件接触面都存在两条形状完全一样的橡胶密封垫,且相同位置橡胶密封垫的压缩量一致,因此,橡胶密封垫的实际压缩量为橡胶密封垫的初始厚度Z 0与实际接缝宽度实测值的1/2即
Figure PCTCN2020120426-appb-000003
的减值,为
Figure PCTCN2020120426-appb-000004
根据监测得到的n个橡胶密封垫的压缩量实测值,并在橡胶密封垫中心线微段中心点坐标集Ω对应的同一平面坐标系内建立面方程,并根据每一个点的坐标计算接缝宽度及其变形量,并按时间顺序建立动态数据库Z S,对橡胶密封垫中心线微段中心点坐标集Ω的所有点计算橡胶密封垫的弹性反力
Figure PCTCN2020120426-appb-000005
对所有点的弹性反力F i对坐标系X轴,Y轴求力矩,根据合力力矩与微段力矩之和相等的原则,计算橡胶密封垫的反力形心(X k,Y k)的坐标通过公式3和4得到:
Among them: in step two, after the contact surfaces of the prefabricated components to be assembled and the assembled prefabricated components are in full contact, in the static equilibrium state of the jack tension, the width of the joints between the contact surfaces of the prefabricated components at n different positions is monitored in real time to obtain The joint width monitoring value Z i of the contact surface between the n prefabricated components to be assembled and the assembled prefabricated component, where i = 1, 2,..., n, because there are two contact surfaces between the prefabricated components to be assembled and the assembled prefabricated components Strip rubber gaskets with exactly the same shape, and the compression of the rubber gasket at the same position is the same. Therefore, the actual compression of the rubber gasket is the initial thickness of the rubber gasket Z 0 and the actual joint width 1/2 of the measured value.
Figure PCTCN2020120426-appb-000003
The impairment of
Figure PCTCN2020120426-appb-000004
According to the actual measured value of compression of n rubber gaskets obtained by monitoring, the surface equations are established in the same plane coordinate system corresponding to the centerline micro-segment center point coordinate set Ω of the rubber gaskets, and the joints are calculated according to the coordinates of each point Width and its deformation, and establish a dynamic database Z S in chronological order, and calculate the elastic reaction force of the rubber gasket for all the points in the center line micro-segment center point coordinate set Ω of the rubber gasket
Figure PCTCN2020120426-appb-000005
For the elastic reaction force F i of all points, find the moments on the X-axis and Y-axis of the coordinate system. According to the principle that the sum of the resultant moment and the micro-segment moment is equal, calculate the centroid of the reaction force (X k , Y k ) of the rubber gasket The coordinates are obtained by formulas 3 and 4:
Figure PCTCN2020120426-appb-000006
Figure PCTCN2020120426-appb-000006
Figure PCTCN2020120426-appb-000007
Figure PCTCN2020120426-appb-000007
其中:步骤三中千斤顶张拉力的形心(X P,Y P),其坐标算法为公式5和6: Among them: the centroid (X P , Y P ) of the jack tension in step 3, the coordinate algorithm is formula 5 and 6:
Figure PCTCN2020120426-appb-000008
Figure PCTCN2020120426-appb-000008
Figure PCTCN2020120426-appb-000009
Figure PCTCN2020120426-appb-000009
其中:步骤四中对每个千斤顶张拉点相对应的接缝宽度测量点进行实时监测,获取不同千斤顶张拉点对应的接缝宽度测量点的监测值,记为Z i,其中i=1,2,...,n,设n个千斤顶张拉点对应n个接缝宽度测量点,设接缝宽度测量点最终控制目标值为Z 0,采取多点协同张拉的方法,通过m次连续多次等值张拉的方法以达到最终控制目标,n个不同位置千斤顶张拉点每次张拉控制值为
Figure PCTCN2020120426-appb-000010
其中i=1,2,...,n,通过不同位置千斤顶张拉点1需要张拉的距离换算千斤顶张拉力,并控制液压控制中心的油压与油速。
Among them: in step 4, real-time monitoring of the joint width measurement points corresponding to each jack tension point is carried out, and the monitoring values of the joint width measurement points corresponding to different jack tension points are obtained , which is recorded as Z i , where i=1 ,2,...,n, suppose n jack tension points correspond to n joint width measurement points, set the final control target value of joint width measurement points to Z 0 , adopt the multi-point coordinated tension method, pass m The method of equal tension for multiple times in succession to achieve the final control goal, the jack tensioning points at n different positions, the tension control value for each time
Figure PCTCN2020120426-appb-000010
Among them, i=1, 2,...,n, the jack tension is converted into the jack tension by the jack tension point 1 in different positions, and the jack tension is controlled, and the oil pressure and oil speed of the hydraulic control center are controlled.
其中:预制构件千斤顶张拉孔位置的设计应满足以下原则:Among them: the design of the jack tension hole position of the prefabricated component should meet the following principles:
①一组构件仅设置一组千斤顶张拉孔时,张拉孔位应在橡胶密封垫几何形心位置;① When only one set of jack tension holes are provided for a group of components, the position of the tension holes should be at the position of the geometric center of the rubber gasket;
②一组构件设置两组千斤顶张拉孔时,张拉孔位应在橡胶密封垫几何形心两侧,且在同一条直线上;②When a group of components are provided with two sets of jack tension holes, the tension holes should be on both sides of the geometric center of the rubber gasket and on the same straight line;
③一组构件设置三组及多组千斤顶张拉孔时,张拉孔位需围绕在橡胶密封垫几何形心位置四周布置。③When a group of components is provided with three or more sets of jack tension holes, the tension holes should be arranged around the geometric center of the rubber gasket.
其中:步骤五中由于千斤顶作用大小和位置不同,使得千斤顶张拉力形心与橡胶密封垫几何形心不重合,从而导致密封垫压缩程度不 一致,使得橡胶密封垫反力形心与橡胶密封垫几何形心也不重合,为达到橡胶密封垫反力形心与密封垫几何形心重合的目标,调整各组千斤顶张拉力,使千斤顶张拉力形心、橡胶密封垫反力形心以橡胶密封垫几何形心为中心相互对称,使橡胶密封垫反力形心产生逐渐向靠近密封垫几何形心的方向移动的趋势,使千斤顶张拉力形心也相应地调整到与橡胶密封垫反力形心位置对称。Among them: in step 5, due to the different size and position of the jack, the tensile force centroid of the jack does not coincide with the geometric centroid of the rubber gasket, which results in inconsistent compression of the rubber gasket, which makes the centroid of the rubber gasket reaction force and the geometric centroid of the rubber gasket inconsistent. The centroids are not coincident. In order to achieve the goal of coincidence of the counter force centroid of the rubber gasket with the geometric centroid of the gasket, adjust the jack tension of each group so that the jack tension centroid and the rubber gasket counter force centroid are rubber gasket The geometric centroids are symmetrical with each other as the center, so that the reaction force centroid of the rubber gasket has a tendency to gradually move closer to the geometric centroid of the gasket, so that the jack tension centroid is adjusted to correspond to the rubber gasket reaction centroid. The location is symmetrical.
其中:步骤一中通过摄像设备拍摄橡胶密封垫所在构件平面,得到构件的图像,并经图像畸变和倾斜失真校正后,通过人工引导校正图像内信息,利用图像识别技术识取图像中橡胶密封垫的骨架轮廓线,并对橡胶密封垫图像的骨架轮廓线的中心线和螺栓孔位中心点进行识别,选择图像中的任一点为原点建立坐标系,定义为XOY平面坐标系。Among them: In step 1, the plane of the component where the rubber gasket is located is captured by the camera equipment to obtain an image of the component, and after the image distortion and tilt distortion are corrected, the information in the image is corrected by manual guidance, and the rubber gasket in the image is identified by image recognition technology. The skeleton contour line of the rubber gasket image and the center line of the skeleton contour line and the center point of the bolt hole are recognized, and any point in the image is selected as the origin to establish a coordinate system, which is defined as the XOY plane coordinate system.
通过上述内容可知,本发明的基于形心跟踪和缝宽控制的预制装配式构件张拉方法具有如下效果:It can be seen from the above content that the tensioning method of prefabricated components based on centroid tracking and seam width control of the present invention has the following effects:
1、实现预制构件拼装过程中橡胶密封垫均匀受压,接缝各处的缝宽相同,从而提高大型预制构件拼装精度和预制装配式结构的建造质量。1. Realize that the rubber gasket is evenly compressed during the assembly process of the prefabricated components, and the width of the seam is the same everywhere, so as to improve the assembly accuracy of the large prefabricated components and the construction quality of the prefabricated assembly structure.
2、基于形心跟踪和缝宽控制的预制装配式构件张拉方法能够提高拼装的效率。2. The tensioning method of prefabricated components based on centroid tracking and seam width control can improve the efficiency of assembly.
3、可应用在如铁路和城市轨道交通车站、区间、出入口、风道等装配式结构、大型地下空间开发装配式结构、地下管线和综合管廊装配式结构、城市地下人行通道、地下行车隧道装配式结构、其他采 用预制装配方式建造的类似工程,具有广泛的推广意义。3. It can be applied to prefabricated structures such as railway and urban rail transit stations, sections, entrances and exits, air ducts, large-scale underground space development prefabricated structures, underground pipelines and integrated pipe corridor prefabricated structures, urban underground pedestrian passages, underground train tunnels The prefabricated structure and other similar projects constructed by the prefabricated assembly method have extensive promotion significance.
本发明的详细内容可通过后述的说明及所附图而得到。The details of the present invention can be obtained from the following description and the accompanying drawings.
附图说明Description of the drawings
图1A和图1B显示了本发明的基于形心跟踪和缝宽控制的预制装配式构件张拉方法的其中一种构件示意图。Figures 1A and 1B show schematic diagrams of one of the components of the prefabricated component tensioning method based on centroid tracking and slit width control of the present invention.
图1C显示了图1B中的部分放大示意图。Fig. 1C shows a partially enlarged schematic diagram of Fig. 1B.
图1D和图1E显示了图1B中关键轮廓信息以及密封垫局部放大后的压缩变形关系示意图。Fig. 1D and Fig. 1E show the key contour information in Fig. 1B and the schematic diagram of the compression deformation relationship of the seal gasket after partial enlargement.
图2显示了用于密封垫反力计算的关键轮廓信息计算点集以及千斤顶作用力形心、密封垫反力形心和密封垫几何形心的位置关系示意图。Figure 2 shows the key contour information calculation point set for the calculation of the gasket reaction force and the positional relationship diagram of the jack force centroid, the gasket reaction force centroid and the gasket geometric centroid.
图3显示了本发明的基于形心跟踪和缝宽控制的预制装配式构件张拉方法的原理示意图。Fig. 3 shows the principle schematic diagram of the prefabricated component tensioning method based on centroid tracking and slit width control of the present invention.
图4A和图4B显示了本发明单孔千斤顶合理布置范围示意图。4A and 4B show schematic diagrams of the reasonable arrangement range of the single-hole jack of the present invention.
图5A和图5B显示了本发明双孔千斤顶合理布置范围示意图。Figures 5A and 5B show schematic diagrams of the reasonable arrangement range of the double-hole jack of the present invention.
图6A和图6B显示了本发明三孔及多孔千斤顶合理布置范围示意图。6A and 6B show schematic diagrams of the reasonable arrangement range of the three-hole and multi-hole jacks of the present invention.
附图标记:Reference signs:
107为橡胶密封垫中心线微段中心点;13为橡胶密封垫微段;1为千斤顶张拉点;8、9、10为接缝宽度测量点;11为橡胶密封垫几何形心;12为橡胶密封垫反力形心;14为千斤顶张拉力形心。107 is the center point of the micro-segment of the center line of the rubber gasket; 13 is the micro-segment of the rubber gasket; 1 is the jack tension point; 8, 9, 10 are the joint width measurement points; 11 is the geometric center of the rubber gasket; 12 Rubber gasket reaction force centroid; 14 is the jack tension centroid.
具体实施方式Detailed ways
参见图1A至图6B,显示了本发明的基于形心跟踪和缝宽控制的预制装配式构件张拉方法。Referring to Figures 1A to 6B, the tensioning method of prefabricated components based on centroid tracking and seam width control of the present invention is shown.
所述基于形心跟踪和缝宽控制的预制装配式构件张拉方法包括如下步骤:The prefabricated component tensioning method based on centroid tracking and seam width control includes the following steps:
步骤一:确定橡胶密封垫中心线微段中心点坐标集与构件螺栓孔位中心坐标集,其中,可通过图像信息识别橡胶密封垫中心线微段中心点坐标集与构件螺栓孔位中心坐标集。Step 1: Determine the center point coordinate set of the micro-segment center line of the rubber gasket and the center coordinate set of the component bolt hole location. The image information can be used to identify the center point coordinate set of the rubber gasket center line micro-segment center point and the component bolt hole center coordinate set .
具体而言,通过摄像设备拍摄橡胶密封垫所在构件B-2的平面,参见图1D和图1E得到构件的图像,并经图像畸变和倾斜失真校正后,通过人工引导校正图像内信息,利用图像识别技术识取图像中橡胶密封垫的骨架轮廓线,并对橡胶密封垫图像的骨架轮廓线3的中心线和螺栓孔位1的中心点进行识别,选择图像中的任一点为原点建立坐标系,为方便使用,可选择图像角点作为坐标原点,建立二维平面坐标系,定义为XOY平面坐标系,参见图2所示。Specifically, the plane of the component B-2 where the rubber gasket is located is photographed by the camera equipment. See Figure 1D and Figure 1E to obtain the image of the component. After the image distortion and tilt distortion are corrected, the information in the image is corrected by manual guidance, and the image The recognition technology recognizes the skeleton outline of the rubber gasket in the image, and recognizes the center line of the skeleton outline 3 of the rubber gasket image and the center point of the bolt hole position 1, and selects any point in the image as the origin to establish a coordinate system , For the convenience of use, the corner of the image can be selected as the coordinate origin to establish a two-dimensional plane coordinate system, which is defined as the XOY plane coordinate system, as shown in Figure 2.
利用图像处理技术建立橡胶密封垫中心线微段中心点坐标集Ω107、螺栓孔位中心点坐标集Π101和构件结构外轮廓线点坐标集Γ103,并利用计算机数据库进行存储。若有两条或两条以上的橡胶密封垫,分别建立橡胶密封垫中心线微段中心点坐标集,并利用计算机数据库进行存储。The image processing technology is used to establish the center point coordinate set Ω107, the bolt hole position center point coordinate set Π101 and the component structure outer contour point coordinate set Γ103 of the centerline micro-segment of the rubber gasket, and use the computer database to store them. If there are two or more rubber gaskets, establish a set of the center point coordinates of the micro-segment centerline of the rubber gaskets and store them in a computer database.
步骤二:得到橡胶密封垫几何形心和橡胶密封垫反力形心。Step 2: Obtain the geometric centroid of the rubber gasket and the counter force centroid of the rubber gasket.
(1)计算橡胶密封垫几何形心,由于橡胶密封垫中心线微段中心点坐标集Ω的任何一点都代表了一个正方形的橡胶密封垫微段,各橡胶密封垫微段的长度与密封垫宽度λ等长,正方形的橡胶密封垫微段的面积均为A 0=λ 2。对橡胶密封垫中心线微段中心点坐标集Ω的所有点的坐标及面积对X轴、Y轴求面积距,从而计算橡胶密封垫的几何形心K,微段中心点坐标集Ω有n个点,几何形心K在XOY平面的坐标通过公式1和2得到: (1) Calculate the geometric centroid of the rubber gasket. Since any point of the center point coordinate set Ω of the rubber gasket center line micro-segment represents a square rubber gasket micro-segment, the length of each rubber gasket micro-segment corresponds to the length of the gasket. The width λ is the same length, and the area of the square rubber gasket micro-segment is A 02 . For the coordinates and areas of all points in the center line of the rubber gasket in the micro-segment center point coordinate set Ω, calculate the area distance between the X-axis and the Y-axis to calculate the geometric centroid K of the rubber gasket. The micro-segment center point coordinate set Ω has n The coordinates of the geometric centroid K on the XOY plane are obtained by formulas 1 and 2:
Figure PCTCN2020120426-appb-000011
Figure PCTCN2020120426-appb-000011
Figure PCTCN2020120426-appb-000012
Figure PCTCN2020120426-appb-000012
(2)计算橡胶密封垫反力形心,利用激光或其他测量技术对待拼装预制构件与已拼装预制构件接触面间的间距进行实时监测,当待拼装预制构件与已拼装预制构件接触面完全接触后,在千斤顶张拉静止平衡状态下,通过对预制构件n个不同位置的接触面间的接缝宽度进行实时监测,获取n个待拼装预制构件与已拼装预制构件接触面的接缝宽度监测值Z i,其中i=1,2,...,n,由于待拼装预制构件与已拼装预制构件接触面都存在两条形状完全一样的橡胶密封垫,且相同位置橡胶密封垫的压缩量一致,因此,橡胶密封垫的实际压缩量为橡胶密封垫的初始厚度Z 0与实际接缝宽度实测值的1/2即
Figure PCTCN2020120426-appb-000013
的减值,为
Figure PCTCN2020120426-appb-000014
根据监测得到的n个橡胶密封垫的压缩量实测值,并在橡胶密封垫中 心线微段中心点坐标集Ω对应的同一平面坐标系内建立面方程,并根据每一个点的坐标计算接缝宽度及其变形量,并按时间顺序建立动态数据库Z S,以便后续每一次张拉从数据库调取使用(也可通过在结构轮廓接缝处实际测出非共线三点位置的接缝宽度,确定密封垫的压缩平面,根据密封垫所在平面上(x i,y i)坐标位置信息与压缩平面上对应位置的相同的(x i,y i)坐标位置信息以及平面和压缩平面之间的夹角关系,按相似三角形法则反算确定每个密封垫中心线微段中心点(x i,y i)坐标对应的接缝宽度Z i值)。
(2) Calculate the centroid of the reaction force of the rubber gasket, and use laser or other measurement technology to monitor the distance between the contact surface of the prefabricated component to be assembled and the prefabricated component in real time. When the contact surface of the prefabricated component to be assembled and the prefabricated component are in full contact Then, in the static equilibrium state of jack tensioning, real-time monitoring of the joint width between the contact surfaces of the prefabricated components at n different positions is used to obtain the joint width monitoring of the contact surfaces of the n prefabricated components to be assembled and the assembled prefabricated components Value Z i , where i=1, 2,...,n, because there are two rubber gaskets with exactly the same shape on the contact surface of the prefabricated component to be assembled and the prefabricated component that has been assembled, and the compression of the rubber gasket at the same position Therefore, the actual compression of the rubber gasket is 1/2 of the initial thickness Z 0 of the rubber gasket and the measured value of the actual joint width, that is,
Figure PCTCN2020120426-appb-000013
The impairment of
Figure PCTCN2020120426-appb-000014
According to the actual measured value of compression of n rubber gaskets obtained by monitoring, the surface equation is established in the same plane coordinate system corresponding to the center point coordinate set Ω of the center line of the rubber gasket, and the joint is calculated according to the coordinates of each point Width and deformation amount, and establish a dynamic database Z S in chronological order, so that each subsequent tensioning can be retrieved from the database for use (also can be measured by actually measuring the seam width at three non-collinear points at the structural contour seam determining a compression gasket plane, corresponding to the same (x i, y i) and the coordinate position information of the plane according to the position on the plane of the gasket (x i, y i) and the coordinate position information of the compression and the compression plane between the plane According to the similar triangle rule, determine the center point (x i , y i ) of the center line of each gasket by inverse calculation to determine the joint width Z i value).
1)根据预制构件所采用的橡胶密封垫材料实验数据,建立橡胶密封垫在不同压缩量下对应的变形模量数量集E s,并利用计算机数据库进行存储。 1) According to the experimental data of the rubber gasket material used in the prefabricated component, establish the corresponding deformation modulus quantity set E s of the rubber gasket under different compression amounts, and use the computer database to store it.
2)对橡胶密封垫中心线微段中心点坐标集Ω的所有点计算橡胶密封垫的弹性反力
Figure PCTCN2020120426-appb-000015
对所有点的弹性反力F i对坐标系X轴,Y轴求力矩,根据合力力矩与微段力矩之和相等的原则,计算橡胶密封垫的反力形心K F的坐标通过公式3和4得到:
2) Calculate the elastic reaction force of the rubber gasket for all the points in the center point coordinate set Ω of the centerline of the rubber gasket
Figure PCTCN2020120426-appb-000015
For the elastic reaction force F i of all points, the torque is calculated on the X-axis and Y-axis of the coordinate system. According to the principle that the sum of the resultant moment and the micro-segment moment is equal, the coordinate of the reaction force centroid K F of the rubber gasket is calculated by formula 3 and 4 get:
Figure PCTCN2020120426-appb-000016
Figure PCTCN2020120426-appb-000016
Figure PCTCN2020120426-appb-000017
Figure PCTCN2020120426-appb-000017
橡胶密封垫的反力形心是动态变化的,不同的张拉平衡状态下,橡胶密封垫的反力形心的坐标不同。The centroid of the reaction force of the rubber gasket changes dynamically, and the coordinates of the centroid of the reaction force of the rubber gasket are different under different tension balance states.
步骤三:计算千斤顶张拉力形心。Step 3: Calculate the centroid of jack tension.
预制构件拼装时,一般为多点协同张拉且张拉力均不同,假设张拉点数量为n个,张拉点的张拉力记为P i,其中i=1,2,...,n。千斤顶张拉力的形心K P,其坐标算法为公式5和6: When prefabricated assembly, typically multi-point and cooperative Tension Tension are different, the number of points is assumed that tension is n, the tensile force tensioning the point referred to as P i, where i = 1,2, ..., n . The centroid K P of the jack tension is calculated by formulas 5 and 6:
Figure PCTCN2020120426-appb-000018
Figure PCTCN2020120426-appb-000018
Figure PCTCN2020120426-appb-000019
Figure PCTCN2020120426-appb-000019
步骤四:基于缝宽控制进行预制装配式构件的张拉。Step 4: Tension of prefabricated components based on seam width control.
参见图2,预制构件拼装时,对每个千斤顶张拉点3相对应的接缝宽度测量点4进行实时监测,获取不同千斤顶张拉点对应的接缝宽度测量点的监测值,记为Z i,其中i=1,2,...,n,假设n个千斤顶张拉点对应n个接缝宽度测量点。假设接缝宽度测量点最终控制目标值为Z 0,采取多点协同张拉的方法,通过m次连续多次等值张拉的方法以达到最终控制目标,n个不同位置千斤顶张拉点每次张拉控制值为
Figure PCTCN2020120426-appb-000020
其中i=1,2,...,n。通过不同位置千斤顶张拉点3需要张拉的距离换算千斤顶张拉力,并控制液压控制中心的油压与油速。
Refer to Figure 2, when the prefabricated components are assembled, the joint width measurement point 4 corresponding to each jack tension point 3 is monitored in real time, and the monitoring value of the joint width measurement point corresponding to different jack tension points is obtained, which is marked as Z i , where i=1, 2,...,n, assuming that n jack tension points correspond to n joint width measurement points. Assuming that the final control target value of the joint width measurement point is Z 0 , the multi-point coordinated stretching method is adopted, and the final control target is reached through m consecutive times of equal tensioning. Each jack tensioning point in n different positions The secondary tension control value
Figure PCTCN2020120426-appb-000020
Where i=1, 2,...,n. The jack tension is converted into the jack tension by the jack tension point 3 in different positions and the jack tension is controlled, and the oil pressure and oil speed of the hydraulic control center are controlled.
另外,预制构件千斤顶张拉孔位置的设置应尽量满足以下原则:In addition, the position of the jack tension hole of the prefabricated component should be set as far as possible to meet the following principles:
①一组构件仅设置一组千斤顶张拉孔时,张拉孔位应设计在橡胶密封垫几何形心位置,如图4A和图4B所示。① When only one set of jack tension holes are provided for a group of components, the position of the tension holes should be designed at the position of the geometric center of the rubber gasket, as shown in Figure 4A and Figure 4B.
②一组构件设置两组千斤顶张拉孔时,张拉孔位应设计在橡胶 密封垫几何形心两侧,且在同一条直线上,如图5A和图5B所示。②When a group of components are equipped with two sets of jack tension holes, the tension holes should be designed on both sides of the geometric center of the rubber gasket and on the same straight line, as shown in Figure 5A and Figure 5B.
③一组构件设置三组及多组千斤顶张拉孔时,张拉孔位需围绕在橡胶密封垫几何形心位置四周布置,如图6A和图6B所示。③When a group of components is equipped with three or more sets of jack tension holes, the tension holes should be arranged around the geometric center of the rubber gasket, as shown in Figure 6A and Figure 6B.
步骤五:基于形心跟踪进行预制装配式构件张拉。Step 5: Tension of prefabricated components based on centroid tracking.
预制构件的千斤顶张拉点与接缝宽度测量点的位置宜尽量靠近,但受各种因素制约,无法保证所有接缝宽度测量点都与千斤顶张拉点位置对应,通常需要利用测点实测数据来推算千斤顶张拉点的接缝宽度,因此基于缝宽控制的预制装配式构件张拉可能导致张拉质量与效率问题。这种情况下,可以采用基于形心跟踪的预制装配式构件张拉方法完成拼装张拉工作。The jack tension point of the prefabricated component should be as close as possible to the joint width measurement point. However, due to various factors, it is impossible to guarantee that all the joint width measurement points correspond to the jack tension point position. It is usually necessary to use the measured data of the measurement point. To calculate the joint width of the jack tensioning point, the tensioning of the prefabricated component based on the slit width control may cause tension quality and efficiency problems. In this case, the prefabricated component tensioning method based on centroid tracking can be used to complete the assembly tensioning work.
如图3所示,由于千斤顶作用大小和位置不同,使得千斤顶张拉力形心14与橡胶密封垫几何形心12不重合,从而导致密封垫压缩程度不一致,使得橡胶密封垫反力形心11与橡胶密封垫几何形心12也不重合,为达到橡胶密封垫反力形心11与密封垫几何形心12重合的目标(在此状态下,密封垫各位置压缩厚度均一致,表示接缝各处缝宽一致,达到拼装理想状态。)可调整各组千斤顶张拉力,使千斤顶张拉力形心14、橡胶密封垫反力形心11以橡胶密封垫几何形心12为中心相互对称,如图中的a与a'所示位置,这样能使橡胶密封垫反力形心11产生沿11与14的连线aa'逐渐向靠近密封垫几何形心12的方向移动的趋势。当千斤顶张拉力调整后,橡胶密封垫的变形也随之变化,其反力形心11位置会产生相应变化至如b'处,通过调整千斤顶张拉力,使千斤顶张拉力形心14也相应地调整到与橡胶密封垫 反力形心11位置对称的b处。通过重复上述形心跟踪的方法,橡胶密封垫反力形心11不断沿a'→b'→c'→d'逼近橡胶密封垫几何形心12位置,千斤顶张拉力形心14也不断随着密封垫反力形心11位置的变化,不断沿a→b→c→d逼近密封垫几何形心12位置,最终实现千斤顶张拉力形心14、密封垫反力形心11和密封垫几何形心12三心重合,密封垫各处压缩程度一致,构件拼接完成时,各接缝宽度相等。As shown in Figure 3, due to the different size and position of the jack, the tensile force centroid 14 of the jack does not coincide with the geometric centroid 12 of the rubber gasket, resulting in inconsistent compression of the gasket, making the rubber gasket reaction force centroid 11 and The geometric centroid 12 of the rubber gasket also does not overlap. In order to achieve the goal that the reaction force centroid 11 of the rubber gasket coincides with the geometric centroid 12 of the gasket (in this state, the compression thickness of each position of the gasket is the same, which means that the joints are different. The width of the seam is the same to achieve the ideal state of assembly.) The jack tension of each group can be adjusted to make the jack tension centroid 14, the rubber gasket reaction force centroid 11, and the rubber gasket geometric centroid 12 as the center symmetrical to each other, as shown in the figure The positions shown by a and a'in the middle can make the reaction force centroid 11 of the rubber gasket gradually move along the line aa' between 11 and 14 toward the geometric centroid 12 of the gasket. When the jack tension is adjusted, the deformation of the rubber gasket will also change, and the position of the reaction force centroid 11 will change accordingly to the position b'. By adjusting the jack tension, the jack tension centroid 14 will be correspondingly changed. Adjust to b which is symmetrical to the center 11 of the reaction force of the rubber gasket. By repeating the above centroid tracking method, the reaction force centroid 11 of the rubber gasket is continuously approaching the position of the geometric centroid 12 of the rubber gasket along a'→b'→c'→d', and the centroid 14 of the jack tensioning force also keeps following along a'→b'→c'→d' The position of the gasket reaction force centroid 11 changes continuously, and the position of the gasket geometric centroid 12 is continuously approached along a→b→c→d, and finally the jack tension centroid 14, the gasket reaction force centroid 11 and the gasket geometry are finally realized. The three centers of the core 12 overlap, the compression degree of the gasket is the same everywhere, and the joint width is the same when the components are spliced.
在构件拼装过程中,根据步骤二和步骤三的算法实时计算橡胶密封垫的几何形心12、反力形心11以及千斤顶张拉力形心14的坐标。通过对密封垫的几何形心12、反力形心11以及千斤顶张拉力形心14的坐标进行比对,需要保障反力形心11和千斤顶张拉力形心14的坐标分布在密封垫的几何形心12的两侧,一旦反力形心11和千斤顶张拉力形心14的坐标分布在密封垫的几何形心12的同侧,可通过计算机程序自动提醒,通过程序自动优化调整或人工调整,以保证能够准确且高质量地完成拼装。During the assembly process of the components, the coordinates of the geometric centroid 12, the reaction force centroid 11, and the jack tension centroid 14 of the rubber gasket are calculated in real time according to the algorithm of step 2 and step 3. By comparing the coordinates of the geometric centroid 12, the reaction force centroid 11, and the jack tension centroid 14 of the gasket, it is necessary to ensure that the coordinates of the reaction force centroid 11 and the jack tension centroid 14 are distributed in the geometry of the gasket. On both sides of the centroid 12, once the coordinates of the reaction force centroid 11 and the jack tension centroid 14 are distributed on the same side of the geometric centroid 12 of the gasket, they can be automatically reminded by the computer program, and the program can be automatically optimized or adjusted manually. , To ensure that the assembly can be completed accurately and with high quality.
由此,本发明的优点在于:Therefore, the advantages of the present invention are:
1、实现预制构件拼装过程中橡胶密封垫均匀受压,接缝各处的缝宽相同,从而提高大型预制构件拼装精度和预制装配式结构的建造质量。1. Realize that the rubber gasket is evenly compressed during the assembly process of the prefabricated components, and the width of the seam is the same everywhere, so as to improve the assembly accuracy of the large prefabricated components and the construction quality of the prefabricated assembly structure.
2、基于形心跟踪和缝宽控制的预制装配式构件张拉方法能够提高拼装的效率。2. The tensioning method of prefabricated components based on centroid tracking and seam width control can improve the efficiency of assembly.
3、可应用在如铁路和城市轨道交通车站、区间、出入口、风道 等装配式结构、大型地下空间开发装配式结构、地下管线和综合管廊装配式结构、城市地下人行通道、地下行车隧道装配式结构、其他采用预制装配方式建造的类似工程,具有广泛的推广意义。3. It can be applied to prefabricated structures such as railway and urban rail transit stations, sections, entrances and exits, air ducts, large-scale underground space development prefabricated structures, underground pipelines and integrated pipe corridor prefabricated structures, urban underground pedestrian passages, underground train tunnels The prefabricated structure and other similar projects constructed by the prefabricated assembly method have extensive promotion significance.
显而易见的是,以上的描述和记载仅仅是举例而不是为了限制本发明的公开内容、应用或使用。虽然已经在实施例中描述过并且在附图中描述了实施例,但本发明不限制由附图示例和在实施例中描述的作为目前认为的最佳模式以实施本发明的教导的特定例子,本发明的范围将包括落入前面的说明书和所附的权利要求的任何实施例。It is obvious that the above description and record are only examples and are not intended to limit the disclosure, application or use of the present invention. Although the embodiments have been described in the embodiments and described in the drawings, the present invention is not limited to the specific examples illustrated in the drawings and described in the embodiments as the best mode currently considered to implement the teachings of the present invention. The scope of the present invention will include any embodiments falling into the foregoing specification and appended claims.

Claims (8)

  1. 一种基于形心跟踪和缝宽控制的预制装配式构件张拉方法,其特征在于包括如下步骤:A prefabricated component tensioning method based on centroid tracking and seam width control is characterized by including the following steps:
    步骤一:建立橡胶密封垫中心线微段中心点坐标集Ω以及螺栓孔位中心点坐标集Π;Step 1: Establish the center point coordinate set Ω of the micro-segment center line of the rubber gasket and the center point coordinate set Π of the bolt hole position;
    步骤二:分别计算得到橡胶密封垫几何形心和橡胶密封垫反力形心;Step 2: Calculate the geometric center of the rubber gasket and the center of reaction force of the rubber gasket respectively;
    步骤三:计算千斤顶张拉力形心;Step 3: Calculate the centroid of jack tension;
    步骤四:基于缝宽控制进行预制装配式构件的张拉;Step 4: Tension of prefabricated components based on seam width control;
    步骤五:基于形心跟踪进行预制装配式构件张拉。Step 5: Tension of prefabricated components based on centroid tracking.
  2. 如权利要求1所述的基于形心跟踪和缝宽控制的预制装配式构件张拉方法,其特征在于:步骤二中由于橡胶密封垫中心线微段中心点坐标集Ω的任何一点都代表了一个正方形的橡胶密封垫微段,各橡胶密封垫微段的长度与密封垫宽度λ等长,正方形的橡胶密封垫微段的面积均为A 0=λ 2,对橡胶密封垫中心线微段中心点坐标集Ω的所有点的坐标及面积对X轴、Y轴求面积距,从而计算橡胶密封垫的几何形心K,几何形心K在XOY平面的坐标通过公式1和2得到: The tensioning method of prefabricated components based on centroid tracking and slit width control according to claim 1, characterized in that: in step 2, any point of the center point coordinate set Ω of the micro-segment center line of the rubber gasket represents A square rubber gasket micro-segment, the length of each rubber gasket micro-segment is the same as the gasket width λ, the area of the square rubber gasket micro-segment is A 02 , the center line micro-segment of the rubber gasket The coordinates and areas of all points in the center point coordinate set Ω are calculated from the X-axis and Y-axis to calculate the geometric centroid K of the rubber gasket. The coordinates of the geometric centroid K on the XOY plane are obtained by formulas 1 and 2:
    Figure PCTCN2020120426-appb-100001
    Figure PCTCN2020120426-appb-100001
    Figure PCTCN2020120426-appb-100002
    Figure PCTCN2020120426-appb-100002
  3. 如权利要求1所述的基于形心跟踪和缝宽控制的预制装配式构件张拉方法,其特征在于:步骤二中待拼装预制构件与已拼装预制构件接触面完全接触后,在千斤顶张拉静止平衡状态下,通过对预制构件n个不同位置的接触面间的接缝宽度进行实时监测,获取n个待拼装预制构件与已拼装预制构件接触面的接缝宽度监测值Z i,其中i=1,2,...,n,由于待拼装预制构件与已拼装预制构件接触面都存在两条形状完全一样的橡胶密封垫,且相同位置橡胶密封垫的压缩量一致,因此,橡胶密封垫的实际压缩量为橡胶密封垫的初始厚度Z 0与实际接缝宽度实测值的1/2即
    Figure PCTCN2020120426-appb-100003
    的减值,为
    Figure PCTCN2020120426-appb-100004
    根据监测得到的n个橡胶密封垫的压缩量实测值,并在橡胶密封垫中心线微段中心点坐标集Ω对应的同一平面坐标系内建立面方程,并根据每一个点的坐标计算接缝宽度及其变形量,并按时间顺序建立动态数据库Z S,对橡胶密封垫中心线微段中心点坐标集Ω的所有点计算橡胶密封垫的弹性反力
    Figure PCTCN2020120426-appb-100005
    对所有点的弹性反力F i对坐标系X轴,Y轴求力矩,根据合力力矩与微段力矩之和相等的原则,计算橡胶密封垫的反力形心K F的坐标通过公式3和4得到:
    The prefabricated component tensioning method based on centroid tracking and seam width control according to claim 1, characterized in that: in step 2, after the contact surface of the prefabricated component to be assembled and the assembled prefabricated component are in full contact, the jack is tensioned In a static equilibrium state, by real-time monitoring of the joint width between the contact surfaces of the prefabricated components at n different positions, the joint width monitoring value Z i of the contact surfaces of the n prefabricated components to be assembled and the assembled prefabricated component is obtained, where i =1,2,...,n, because there are two rubber gaskets with exactly the same shape on the contact surface of the prefabricated component to be assembled and the assembled prefabricated component, and the compression amount of the rubber gasket at the same position is the same, therefore, the rubber seal The actual compression of the gasket is the initial thickness Z 0 of the rubber gasket and 1/2 of the measured value of the actual joint width, which is
    Figure PCTCN2020120426-appb-100003
    The impairment of
    Figure PCTCN2020120426-appb-100004
    According to the actual measured value of compression of n rubber gaskets obtained by monitoring, the surface equations are established in the same plane coordinate system corresponding to the centerline micro-segment center point coordinate set Ω of the rubber gaskets, and the joints are calculated according to the coordinates of each point Width and its deformation, and establish a dynamic database Z S in chronological order, and calculate the elastic reaction force of the rubber gasket for all the points in the center line micro-segment center point coordinate set Ω of the rubber gasket
    Figure PCTCN2020120426-appb-100005
    For the elastic reaction force F i of all points, the torque is calculated on the X-axis and Y-axis of the coordinate system. According to the principle that the sum of the resultant moment and the micro-segment moment is equal, the coordinate of the reaction force centroid K F of the rubber gasket is calculated by formula 3 and 4 get:
    Figure PCTCN2020120426-appb-100006
    Figure PCTCN2020120426-appb-100006
    Figure PCTCN2020120426-appb-100007
    Figure PCTCN2020120426-appb-100007
  4. 如权利要求1所述的基于形心跟踪和缝宽控制的预制装配式构件张拉方法,其特征在于:步骤三中千斤顶张拉力的形心K P,其坐标算法为公式5和6: The prefabricated component tensioning method based on centroid tracking and slit width control according to claim 1, characterized in that: in step 3, the centroid K P of the jack tension force is coordinated by formulas 5 and 6:
    Figure PCTCN2020120426-appb-100008
    Figure PCTCN2020120426-appb-100008
    Figure PCTCN2020120426-appb-100009
    Figure PCTCN2020120426-appb-100009
  5. 如权利要求1所述的基于形心跟踪和缝宽控制的预制装配式构件张拉方法,其特征在于:步骤四中对每个千斤顶张拉点相对应的接缝宽度测量点进行实时监测,获取不同千斤顶张拉点对应的接缝宽度测量点的监测值,记为Z i,其中i=1,2,...,n,设n个千斤顶张拉点对应n个接缝宽度测量点,设接缝宽度测量点最终控制目标值为Z 0,采取多点协同张拉的方法,通过m次连续多次等值张拉的方法以达到最终控制目标,n个不同位置千斤顶张拉点每次张拉控制值为
    Figure PCTCN2020120426-appb-100010
    其中i=1,2,...,n,通过不同位置千斤顶张拉点3需要张拉的距离换算千斤顶张拉力,并控制液压控制中心的油压与油速。
    The tensioning method of prefabricated components based on centroid tracking and seam width control according to claim 1, characterized in that: in step 4, real-time monitoring of the seam width measurement point corresponding to each jack tensioning point is performed, Obtain the monitoring values of the joint width measurement points corresponding to different jack tension points, and record them as Z i , where i=1, 2,...,n, set n jack tension points corresponding to n joint width measurement points , Set the final control target value of the joint width measurement point to Z 0 , adopt the method of multi-point coordinated tensioning, and achieve the final control target through m consecutive multiple equal tensioning methods, n different jack tensioning points Each tension control value
    Figure PCTCN2020120426-appb-100010
    Among them, i=1, 2,...,n, the jack tension is converted into the jack tension by the jack tension point 3 at different positions, and the jack tension is controlled, and the oil pressure and oil speed of the hydraulic control center are controlled.
  6. 如权利要求5所述的基于形心跟踪和缝宽控制的预制装配式构件张拉方法,其特征在于:预制构件千斤顶张拉孔位置的设置应满足以下原则:The tensioning method of prefabricated component based on centroid tracking and slit width control according to claim 5, characterized in that: the position of the jack tensioning hole of the prefabricated component should meet the following principles:
    ①一组构件仅设置一组千斤顶张拉孔时,张拉孔位应在橡胶密封垫几何形心位置;① When only one set of jack tension holes are provided for a group of components, the position of the tension holes should be at the position of the geometric center of the rubber gasket;
    ②一组构件设置两组千斤顶张拉孔时,张拉孔位应在橡胶密封垫几何形心两侧,且在同一条直线上;②When a group of components are provided with two sets of jack tension holes, the tension holes should be on both sides of the geometric center of the rubber gasket and on the same straight line;
    ③一组构件设置三组及多组千斤顶张拉孔时,张拉孔位需围绕在橡胶密封垫几何形心位置四周布置。③When a group of components is provided with three or more sets of jack tension holes, the tension holes should be arranged around the geometric center of the rubber gasket.
  7. 如权利要求1所述的基于形心跟踪和缝宽控制的预制装配式构件张拉方法,其特征在于:步骤五中由于千斤顶作用大小和位置不同,使得千斤顶张拉力形心与橡胶密封垫几何形心不重合,从而导致密封垫压缩程度不一致,使得橡胶密封垫反力形心与橡胶密封垫几何形心也不重合,为达到橡胶密封垫反力形心与密封垫几何形心重合的目标,调整各组千斤顶张拉力,使千斤顶张拉力形心、橡胶密封垫反力形心以橡胶密封垫几何形心为中心相互对称,使橡胶密封垫反力形心产生逐渐向靠近密封垫几何形心的方向移动的趋,使千斤顶张拉力形心也相应地调整到与橡胶密封垫反力形心位置对称。The method for tensioning prefabricated components based on centroid tracking and slit width control according to claim 1, characterized in that: in step 5, due to the different sizes and positions of the jacks, the jack tensioning centroids and the geometry of the rubber seals The centroids do not coincide, which results in inconsistent compression of the gasket, so that the reaction force centroid of the rubber gasket does not coincide with the geometric centroid of the rubber gasket, in order to achieve the goal of coincidence of the reaction force centroid of the rubber gasket and the geometric centroid of the gasket. , Adjust the tension of each group of jacks so that the centroid of the jack tension and the centroid of the rubber gasket reaction force are symmetrical with each other around the geometric centroid of the rubber gasket, so that the centroid of the rubber gasket reaction force gradually approaches the geometric shape of the gasket. The direction of the center moves, so that the centroid of the jack tension force is adjusted to be symmetrical to the position of the centroid of the reaction force of the rubber gasket.
  8. 如权利要求1所述的基于形心跟踪和缝宽控制的预制装配式构件张拉方法,其特征在于:步骤一中通过摄像设备拍摄橡胶密封垫所在构件平面,得到构件的图像,并经图像畸变和倾斜失真校正后,通过人工引导校正图像内信息,利用图像识别技术识取图像中橡胶密封垫的骨架轮廓线,并对橡胶密封垫图像的骨架轮廓线的中心线和螺栓孔位中心点进行识别,选择图像中的任一点为原点建立坐标系,定义为XOY平面坐标系。The tensioning method of prefabricated components based on centroid tracking and slit width control according to claim 1, characterized in that: in step 1, the plane of the component where the rubber seal is located is photographed by a camera device to obtain an image of the component, and the image After the distortion and tilt distortion are corrected, the information in the image is corrected by manual guidance, the image recognition technology is used to identify the skeleton contour line of the rubber gasket in the image, and the center line of the skeleton contour line of the rubber gasket image and the center point of the bolt hole position For recognition, select any point in the image as the origin to establish a coordinate system, which is defined as the XOY plane coordinate system.
PCT/CN2020/120426 2019-11-04 2020-10-12 Method for tensioning prefabricated component employing centroid tracking and seam width control WO2021088596A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP20873341.0A EP3868979B1 (en) 2019-11-04 2020-10-12 Method for tensioning prefabricated component employing centroid tracking and seam width control

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CN201911066339.0 2019-11-04
CN201911066339.0A CN110924687B (en) 2019-11-04 2019-11-04 Prefabricated component tensioning method based on centroid tracking and seam width control

Publications (1)

Publication Number Publication Date
WO2021088596A1 true WO2021088596A1 (en) 2021-05-14

Family

ID=69852305

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/CN2020/120426 WO2021088596A1 (en) 2019-11-04 2020-10-12 Method for tensioning prefabricated component employing centroid tracking and seam width control

Country Status (3)

Country Link
EP (1) EP3868979B1 (en)
CN (1) CN110924687B (en)
WO (1) WO2021088596A1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115217156A (en) * 2022-08-25 2022-10-21 苏州建设(集团)规划建筑设计院有限责任公司 Waterproof structure at joint of new concrete and old concrete and construction method thereof

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110924687B (en) * 2019-11-04 2020-12-15 北京城建设计发展集团股份有限公司 Prefabricated component tensioning method based on centroid tracking and seam width control

Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04106236A (en) * 1990-08-25 1992-04-08 Asahi Concrete Works Co Ltd Assembled underground structure
KR20090006585A (en) * 2007-07-12 2009-01-15 이인균 The structure assembly of precast concrete box culvert and assemblying methd, the pres-sure device using thereof
KR101021147B1 (en) * 2010-07-16 2011-03-14 김영진 Prefabricated pc culvert
KR101109320B1 (en) * 2011-06-27 2012-02-08 주식회사 한양피씨 Field assembly concrete culvert box having underground excavation prevention structure and construction method thereof
JP2014020022A (en) * 2012-07-12 2014-02-03 Taisei Corp Under-ground piled column assembly method
CN104947709A (en) * 2015-04-15 2015-09-30 上海市政工程设计研究总院(集团)有限公司 Pre-assembled single-compartment municipal tunnel and construction method thereof
CN107345401A (en) * 2017-04-01 2017-11-14 中铁十六局集团地铁工程有限公司 Prefabricated assembled station bottom plate both sides prefabricated components quick tensioning device and method
CN109898535A (en) * 2019-01-10 2019-06-18 刘建华 Prefabricated assembled upper pipe working well prestressing force open caisson and assembling method
CN110894727A (en) * 2019-11-04 2020-03-20 北京城建设计发展集团股份有限公司 Automatic assembling control equipment system and method for prefabricated structure
CN110924687A (en) * 2019-11-04 2020-03-27 北京城建设计发展集团股份有限公司 Prefabricated component tensioning method based on centroid tracking and seam width control

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6056674B2 (en) * 1978-09-20 1985-12-11 日立造船株式会社 Method of introducing prestress into concrete structures
EP0255600B1 (en) * 1986-08-08 1991-01-30 Phoenix Aktiengesellschaft Sealing profile for segments of tunnel tubes
KR20110115687A (en) * 2010-04-16 2011-10-24 신종덕 Precast concrete culvert boxes
CN103439229B (en) * 2013-08-06 2016-01-20 西安交通大学 A kind of quick method for analyzing iron spectrum based on digital video
CN106930322A (en) * 2017-04-25 2017-07-07 中国冶集团有限公司 Piping lane prefabrication and assembly construction construction method
CN207004052U (en) * 2017-07-14 2018-02-13 宿州典跃新型建筑材料有限公司 A kind of pre-stress stretching device for assembled sheet material

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04106236A (en) * 1990-08-25 1992-04-08 Asahi Concrete Works Co Ltd Assembled underground structure
KR20090006585A (en) * 2007-07-12 2009-01-15 이인균 The structure assembly of precast concrete box culvert and assemblying methd, the pres-sure device using thereof
KR101021147B1 (en) * 2010-07-16 2011-03-14 김영진 Prefabricated pc culvert
KR101109320B1 (en) * 2011-06-27 2012-02-08 주식회사 한양피씨 Field assembly concrete culvert box having underground excavation prevention structure and construction method thereof
JP2014020022A (en) * 2012-07-12 2014-02-03 Taisei Corp Under-ground piled column assembly method
CN104947709A (en) * 2015-04-15 2015-09-30 上海市政工程设计研究总院(集团)有限公司 Pre-assembled single-compartment municipal tunnel and construction method thereof
CN107345401A (en) * 2017-04-01 2017-11-14 中铁十六局集团地铁工程有限公司 Prefabricated assembled station bottom plate both sides prefabricated components quick tensioning device and method
CN109898535A (en) * 2019-01-10 2019-06-18 刘建华 Prefabricated assembled upper pipe working well prestressing force open caisson and assembling method
CN110894727A (en) * 2019-11-04 2020-03-20 北京城建设计发展集团股份有限公司 Automatic assembling control equipment system and method for prefabricated structure
CN110924687A (en) * 2019-11-04 2020-03-27 北京城建设计发展集团股份有限公司 Prefabricated component tensioning method based on centroid tracking and seam width control

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See also references of EP3868979A4 *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115217156A (en) * 2022-08-25 2022-10-21 苏州建设(集团)规划建筑设计院有限责任公司 Waterproof structure at joint of new concrete and old concrete and construction method thereof

Also Published As

Publication number Publication date
EP3868979B1 (en) 2024-01-31
CN110924687B (en) 2020-12-15
EP3868979A1 (en) 2021-08-25
CN110924687A (en) 2020-03-27
EP3868979A4 (en) 2022-08-03

Similar Documents

Publication Publication Date Title
WO2021088596A1 (en) Method for tensioning prefabricated component employing centroid tracking and seam width control
CN106679533B (en) Detecting tool system and detection method for LNG ship cargo tank three-dimensional plate CM node
CN106969884B (en) Waterproof test method and device for tunnel segment elastic sealing gasket
Wang et al. Welding distortion prediction with elastic FE analysis and mitigation practice in fabrication of cantilever beam component of jack-up drilling rig
CN109815561B (en) Revit-based parameterized staggered joint splicing modeling method for general segment model
Ma et al. Experimental and numerical research on gear-bolt joint for free-form grid spatial structures
WO2017063540A1 (en) Method for calculating hotspot stress at weld toe
CN105548005A (en) Method for evaluating fatigue crack propagation characteristics of CFRP reinforced steel structure based on SIF values
CN107885916A (en) A kind of drill jumbo drill boom Analytical Methods of Kinematics based on CFDH methods
WO2020037995A1 (en) Two-dimensional quantitative diagnosis method for outer ring defect of rolling bearing
CN102288401A (en) Method for testing carrying capacity of oil derrick
CN107186753A (en) The working space of industrial robot performance test determines method
EP4009215A1 (en) Nonlinear elastic counterforce centroid algorithm for prefabricated member sealing gasket
CN104729455A (en) Pipeline flexible welding and assembling robot posture calculation method based on measurement data
CN110008572A (en) The method for numerical simulation of generous panel products continuous variable convex roller operation of rolling deformation
CN106650073A (en) Balanced force system boundary condition submodel analysis method
CN106321148A (en) Method for analyzing expansion and deformation of shield tunnel connector
CN107301309B (en) Method for monitoring and designing internal force of large-span cable-stayed bridge based on ultimate bearing ratio of component
CN111563287B (en) Vertical curve jacking pipe jacking force estimation method based on segmented displacement control method
Turlier et al. FEA shell element model for enhanced structural stress analysis of seam welds
CN104729452B (en) Asphalt creep test radial strain real-time test device and computational methods
CN206392644U (en) A kind of hydraulic pipe bender for project installation
Chinh et al. Numerical models for stress analysis of non-uniform corroded tubular members under compression
Wang et al. Research on welding structure with transition changing faces at cylinder block on boom of medium excavator by means of hot spot stress approach
CN111625911B (en) Modeling method for simulating screw connection

Legal Events

Date Code Title Description
ENP Entry into the national phase

Ref document number: 2020873341

Country of ref document: EP

Effective date: 20210520

121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 20873341

Country of ref document: EP

Kind code of ref document: A1

NENP Non-entry into the national phase

Ref country code: DE