CN113405871A - Loading hole matrix module structure and manufacturing method thereof - Google Patents

Loading hole matrix module structure and manufacturing method thereof Download PDF

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Publication number
CN113405871A
CN113405871A CN202110665016.4A CN202110665016A CN113405871A CN 113405871 A CN113405871 A CN 113405871A CN 202110665016 A CN202110665016 A CN 202110665016A CN 113405871 A CN113405871 A CN 113405871A
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loading hole
steel frame
matrix module
piece
steel
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康建军
陈雷
郑贤好
李云
戚仁君
程永水
郭茂林
高杨
陈钢
江然
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Anhui Light Steel Keel Co ltd
Anhui Sanjian Engineering Co Ltd
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Anhui Light Steel Keel Co ltd
Anhui Sanjian Engineering Co Ltd
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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N1/00Sampling; Preparing specimens for investigation
    • G01N1/28Preparing specimens for investigation including physical details of (bio-)chemical methods covered elsewhere, e.g. G01N33/50, C12Q
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B23MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
    • B23PMETAL-WORKING NOT OTHERWISE PROVIDED FOR; COMBINED OPERATIONS; UNIVERSAL MACHINE TOOLS
    • B23P15/00Making specific metal objects by operations not covered by a single other subclass or a group in this subclass

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Abstract

本发明公开了一种加载孔矩阵模块结构及其制作方法,包括加载孔本体,型钢骨架系统,圆钢。加载孔单件通过圆钢过渡焊接在型钢骨架上,组成加载孔矩阵模块。其实施包括:步骤1、加载孔制作;步骤2、型钢骨架制作;步骤3、加载孔矩阵模块预埋件制作。通过此发明,解决了加载孔预埋件单件现场定位安装或加载孔预埋件单件安装定位模具进行纠偏定位的缺点。加载孔矩阵模块预埋件在工厂精加工制作,只需在现场调整模块垂直、平整度及模块间的相对位置,调位简单易行,全局定位精度高,施工工期最短。从而达到质量保证率高、安全可靠,环保节能,降低成本,提高效益的目的。

Figure 202110665016

The invention discloses a loading hole matrix module structure and a manufacturing method thereof, comprising a loading hole body, a profiled steel skeleton system and a round steel. The single piece of loading hole is welded on the steel frame through round steel transition to form a loading hole matrix module. The implementation includes: step 1, fabrication of loading holes; step 2, fabrication of shaped steel skeletons; and step 3, fabrication of embedded parts of loading hole matrix modules. The invention solves the shortcoming of on-site positioning and installation of a single piece of the embedded part of the loading hole or rectification and positioning of the single piece of the embedded piece of the loading hole for correcting and positioning. The embedded parts of the loading hole matrix module are finished in the factory. You only need to adjust the verticality, flatness and relative position of the modules on site. The adjustment is simple and easy, the global positioning accuracy is high, and the construction period is the shortest. In order to achieve the purpose of high quality assurance rate, safety and reliability, environmental protection and energy saving, cost reduction and efficiency improvement.

Figure 202110665016

Description

Loading hole matrix module structure and manufacturing method thereof
Technical Field
The invention relates to the technical field of rivet welding embedded part manufacturing in the field of machining, in particular to a loading hole matrix module structure and a manufacturing method thereof.
Background
The reaction wall and the reaction pedestal can be used for carrying out two-dimensional pseudo-dynamic test research on structures and components. Matrix loading holes are pre-embedded in concrete structures of the reaction wall and the reaction pedestal, and the loading holes are connecting channels of the test component, the reaction wall and the reaction pedestal and are also main parts of stress transmission. The loading hole single piece is a section of steel pipe with square steel plates welded at two ends. The precision requirements of the loading hole installation positioning, the loading hole end plate verticality and flatness index are extremely high (designed to be millimeter level), and the accurate installation of related instrument and equipment and the accurate test data in the test can be ensured only by high precision.
Due to the fact that the design requirement is high in accuracy requirement of on-site pre-buried installation indexes of the loading holes, a common pre-buried part construction positioning method cannot meet the construction requirement, and in addition, vibration is inevitably generated in the subsequent sub-construction processes of templates, reinforcing steel bars, concrete and the like, so that displacement of the pre-buried part is caused, and an effective pre-buried scheme must be adopted. Through relevant data research and retrieval at home and abroad, the current counter-force wall and counter-force pedestal loading holes mainly have the following installation modes:
1. carrying out on-site positioning and installation on the single embedded part of the loading hole; 2. and (4) installing single pieces of the embedded part of the loading hole, and performing deviation rectifying and positioning by installing a positioning die on site.
The method 1 is simple and easy to implement, but has the defects of difficult positioning of loading holes, high precision error control difficulty, repeated debugging and long construction period.
The 2 nd mode adopts a positioning die, has high local installation precision, but has the defects of high requirement of a supporting system, high manufacturing cost, difficult secondary positioning, large difficulty in global error control, poor precision and long construction period.
Based on the defects of the prior art, the loading hole matrix module structure and the manufacturing method thereof can solve the problems through research.
Disclosure of Invention
The invention aims to make up the defects of the prior art and provides a loading hole matrix module structure and a manufacturing method thereof.
The invention is realized by the following technical scheme:
a loading hole matrix module structure comprises a plurality of loading hole single pieces and a section steel framework system, wherein the loading hole single pieces are arranged in a matrix form and are welded on the section steel framework system to form a loading hole matrix module.
A loading hole single piece entrusted factory is manufactured by adopting a special tool die, and the specification, precision, strength and rigidity of the loading hole single piece entrusted factory meet the design and installation requirements.
The steel skeleton system comprises an upper sheet type steel skeleton and a lower sheet type steel skeleton, wherein the upper sheet type steel skeleton and the lower sheet type steel skeleton are formed by welding a plurality of longitudinal section steels parallel to each other and a plurality of transverse section steels parallel to each other, the upper sheet type steel skeleton and the lower sheet type steel skeleton are positioned at the upper and lower corresponding positions of the middle part, the transverse section steels are staggered with each other, and two sides of each loading hole single piece are welded with the upper and lower transverse section steels respectively. The strength, rigidity and flexibility of the framework meet the requirements of transportation and installation of the loading hole module and construction of each link of the concrete, template and steel bar in the separate working procedures.
And the loading hole single pieces are welded on the section steel framework system through round steel in a transition mode.
The round steel is a transition part for connecting the loading hole single piece and the steel framework, and the length and the diameter of the round steel meet the welding process requirements of the loading hole and the framework.
The loading hole is divided into 80 mm multiplied by 12mm multiplied by 900mm round braconing and 200 mm multiplied by 12mm end plate. The specification of the longitudinal and transverse section steel of the section steel framework is 8# channel steel, wherein 8 channel steel with the length of 1200 mm and 4 channel steel with the length of 2000 mm are adopted. The round steel specification is 10mm x 70 mm.
The sizes of the above components are used for a module (the external dimension is 1000 mm multiplied by 2500 mm multiplied by 900 mm) composed of 3 multiplied by 6 loading holes of the loading hole matrix module at a distance of 500 mm, if the external dimensions of the loading hole matrix module are different, the number of the loading holes assembled and manufactured, the specification of the section steel, the length of the framework and the distance are adjusted properly.
A manufacturing method of a loading hole matrix module specifically comprises the following steps:
step (1), manufacturing a loading hole single piece;
step (2), manufacturing an upper sheet type steel framework and a lower sheet type steel framework;
and (3) arranging the prepared loading hole single pieces in a matrix form, and transitionally welding the loading hole single pieces on the upper sheet type steel framework and the lower sheet type steel framework through round steel to form a loading hole matrix module.
The specific construction process for manufacturing the loading hole single piece is as follows:
1) preparing a single loading hole raw material according to the design size specification of the single loading hole;
2) and (3) manufacturing the loading hole single piece by adopting a working die from the prepared loading hole single piece raw material, and stacking for later use after the loading hole single piece raw material is qualified through inspection.
The manufacturing method is characterized in that the specific construction process of manufacturing the upper sheet type steel framework and the lower sheet type steel framework is as follows:
1) calculating the number of the required longitudinal section steel and transverse section steel according to the number of loading hole matrix modules required to be manufactured;
2) sequentially placing longitudinal section steel and transverse section steel which form an upper sheet type steel framework and a lower sheet type steel framework into different tool molds, and welding by using electric welding to respectively form the upper sheet type steel framework and the lower sheet type steel framework; and hoisting the upper sheet steel skeleton and the lower sheet steel skeleton out of the tooling die after the upper sheet steel skeleton and the lower sheet steel skeleton are welded, detecting the quality of a welding seam, retesting the sizes of the upper sheet steel skeleton and the lower sheet steel skeleton, and stacking for later use after the sizes are qualified.
The loading hole single pieces which are manufactured are arranged in a matrix form and are welded on the upper sheet type steel framework and the lower sheet type steel framework in a transition mode through round steel to form a loading hole matrix module, and the specific construction process is as follows:
1) designing a loading hole matrix module tooling die, wherein the loading hole matrix module tooling die comprises an upper tooling die, a lower tooling die and a bracket die for fixing an upper sheet type steel framework and a lower sheet type steel framework;
2) sequentially placing loading hole single pieces, an upper piece type steel framework and a lower piece type steel framework in a loading hole matrix module tooling mould, correcting the positions of the loading hole single pieces by using an upper tooling mould, and respectively welding and fixing the loading hole single pieces with the upper piece type steel framework and the lower piece type steel framework through round steel transition after the loading hole single pieces are correct; one side of the round steel is welded with the loading hole single piece, and the other side of the round steel is welded with the upper sheet type steel framework and the lower sheet type steel framework to form the loading hole matrix module.
3) The manufactured loading hole matrix module is repeatedly measured and debugged, is welded firmly after being qualified, is lifted out of the loading hole matrix module tooling die, is inspected by a loading hole matrix module correcting table and a test table to meet various indexes of design requirements, and the qualified modules are numbered and stacked in a dry and flat warehouse for later use.
The invention has the advantages that: the invention solves the defects of on-site positioning installation of single embedded parts of the loading holes or deviation rectification positioning of a single embedded part installing and positioning die of the loading holes, the embedded parts of the loading hole matrix module are manufactured in a fine machining mode in a factory, only the verticality, the flatness and the relative positions among the modules need to be adjusted on site, the positioning is simple and easy, the overall positioning precision is reliably ensured, and the construction period is shortest. Therefore, the purposes of high quality assurance rate, safety, reliability, environmental protection, energy conservation, cost reduction and benefit improvement are achieved.
Drawings
FIG. 1 is an isometric view of the present invention;
FIG. 2 is an isometric view of the upper sheet steel skeleton of the present invention;
FIG. 3 is an isometric view of the lower sheet steel skeleton of the present invention;
FIG. 4 is an isometric view of a round bar of the present invention;
FIG. 5 is a perspective view of a loading hole and a framework connecting shaft of the present invention.
Detailed Description
As shown in fig. 1 to 5, the present invention is further described in detail, and it should be noted that the structural members in the embodiments and examples of the present invention can be combined with each other in the case of reasonably arranging the structural members.
A loading hole matrix module structure comprises a loading hole 1 body, a section steel framework system 2 and round steel 3. The loading hole single piece 1 is welded on the section steel framework system 2 through round steel 3 in a transition mode to form a loading hole matrix module.
The loading hole 1 body and the loading hole single piece 1 entrust factory to adopt the manufacturing of special tooling die, and specification, precision, intensity, rigidity all satisfy the design requirement.
The steel skeleton system 2, a loading hole matrix module steel skeleton system, comprises an upper sheet type steel skeleton 21 and a lower sheet type steel skeleton 22. The upper sheet type steel skeleton 21, the lower sheet type steel skeleton 22 and the plurality of loading holes 1 form a space component, namely a loading hole matrix module.
The upper sheet type steel skeleton 21 and the lower sheet type steel skeleton 22 are respectively composed of longitudinal and transverse steel sections, and the positions of the upper sheet type steel skeleton 21 and the lower sheet type steel skeleton 22 are determined through a tooling die in a factory according to the position of the loading hole 1. The strength, rigidity and deflection of the upper sheet type steel framework 21 and the lower sheet type steel framework 22 meet the requirements of transportation and installation of the loading hole module and construction of each link of the concrete, template and steel bar in the process of dividing items.
The arrangement positions of the upper sheet steel skeleton 21 and the lower sheet steel skeleton 22 and the positions of the middle transverse section steel of the upper sheet steel skeleton 21 and the lower sheet steel skeleton 22 are vertically and correspondingly staggered, so that the two sides of the round pipe of the loading hole 1 are provided with fixing points with the upper sheet steel skeleton 21 and the lower sheet steel skeleton 22, and the round pipe of the loading hole 1 is clamped by the section steel of the upper sheet steel skeleton 21 and the steel of the lower sheet steel skeleton 22.
The upper sheet type steel skeleton 21 and the lower sheet type steel skeleton 22 are connected through electric welding, and the upper sheet type steel skeleton 21 and the lower sheet type steel skeleton 22 are connected through electric welding.
The round steel 3 is a transition part for connecting the loading hole 1, the upper sheet type steel framework 21 and the lower sheet type steel framework 22 in a single piece. The length and the diameter of the round steel 3 meet the welding process requirements of the loading hole 1, the upper sheet type steel framework 21 and the lower sheet type steel framework 22.
A manufacturing method of a loading hole matrix module structure comprises the following steps:
step 1, manufacturing a loading hole 1 single piece.
1) Preparing raw materials, purchasing steel pipes and steel plates according to the design size specification of the loading hole 1, wherein the materials have to have a qualification certificate and a detection report.
2) And a loading hole 1 is manufactured in a single piece, and in order to ensure the precision of the loading hole 1, a loading hole 1 manufacturing tool die is specially designed, so that the batch production of the loading hole is ensured, and the quality is stable. Through a plurality of processes, a loading hole 1 single piece is manufactured. And after the single loading hole 1 is qualified through inspection, stacking for later use.
3) And (4) checking and accepting the loading holes 1, detecting and accepting the loading holes 1 one by one after the loading holes 1 are manufactured, and stacking qualified finished products for later use. And (4) reworking and reworking unqualified products, and strictly forbidding the assembly of the loading hole 1 module.
Step 2, manufacturing an upper sheet type steel skeleton 21 and a lower sheet type steel skeleton 22
1) And (4) calculating the total quantity of the required section steel according to the number of the loading hole 1 matrix modules required to be manufactured, and purchasing and feeding the section steel at one time. And (5) checking and accepting the goods when the goods enter the field, and using the goods according with the requirements.
2) In order to ensure the manufacturing precision and efficiency of the loading hole 1 matrix module, a special upper sheet type steel framework 21 and a special lower sheet type steel framework 22 are designed to manufacture a tooling die. Longitudinal and transverse section steel forming the upper sheet type steel framework 21 and the lower sheet type steel framework 22 is sequentially placed into a special tooling die for manufacturing the upper sheet type steel framework 21 and the lower sheet type steel framework 22 and welded by electric welding. And after the upper sheet steel skeleton 21 and the lower sheet steel skeleton 22 are welded, hanging out of the tooling die, detecting the quality of a welding seam, retesting the sizes of the upper sheet steel skeleton 21 and the lower sheet steel skeleton 22, and stacking for later use after the sizes are qualified. The two sets of tooling dies for manufacturing the upper sheet type steel skeleton 21 and the lower sheet type steel skeleton 22 are respectively used for manufacturing the upper sheet type steel skeleton 21 and the lower sheet type steel skeleton 22.
Step 3, assembling and manufacturing matrix module of loading hole 1
1) And designing a special tool die for assembling the loading hole 1 matrix module. The tooling die comprises a bottom and upper tooling die and a bracket die for fixing an upper sheet type steel skeleton 21 and a lower sheet type steel skeleton 22. And manufacturing a tooling die and trial-manufacturing and debugging repeatedly, so that the requirement on the manufacturing precision of the loading hole 1 matrix module is met.
2) And (3) manufacturing a loading hole 1 matrix module. And sequentially putting the loading hole 1 single piece, the upper sheet type steel skeleton 21 and the lower sheet type steel skeleton 22 into the tooling die. And correcting the position of the single piece of the loading hole 1 of the matrix module by using an upper tooling die, and fixing the single piece of the loading hole 1 with the upper sheet type steel framework 21 and the lower sheet type steel framework 22 after the single piece is correct. In order to adjust the position accuracy of the single loading hole 1, transition round steel 3 is welded between the single loading hole 1 and the upper sheet type steel framework 21 and between the single loading hole 1 and the lower sheet type steel framework 22, one side of the round steel 3 is welded with the single loading hole 1, the other side of the round steel is welded with the upper sheet type steel framework 21 and the lower sheet type steel framework 22, and the influence of welding thermal deformation on the accuracy of the loading hole 1 is effectively reduced.
3) And the loading hole 1 matrix module is repeatedly measured and debugged in the manufacturing tool die, and is firmly welded after being qualified and lifted out of the tool die. And (4) after the test of the matrix module correction table and the test table of the loading hole 1, the qualified modules are numbered and stacked in a dry and smooth storehouse for later use.
The present invention is not limited to the above-described embodiments, which are described in the specification and illustrated only for illustrating the principle of the present invention, but various changes and modifications may be made within the scope of the present invention as claimed without departing from the spirit and scope of the present invention. The scope of the invention is defined by the appended claims.

Claims (7)

1.一种加载孔矩阵模块结构,其特征在于:包括有若干加载孔单件和型钢骨架系统,所述的若干加载孔单件呈矩阵形式排列,并焊接在所述的型钢骨架系统上,构成加载孔矩阵模块。1. A loading hole matrix module structure is characterized in that: it comprises a number of loading hole single pieces and a profiled steel skeleton system, and the several loading hole single pieces are arranged in a matrix form and are welded on the profiled steel framework system, Constitute the Load Hole Matrix module. 2.根据权利要求1所述的一种加载孔矩阵模块结构,其特征在于:所述的型钢骨架系统包括有上片型钢骨架和下片型钢骨架,所述的上片型钢骨架和下片型钢骨架均是由多个相互平行的纵向型钢和多个相互平行的横向型钢焊接而成的, 上片型钢骨架和下片型钢骨架的位于中部的上下两片相对应位置的横向型钢相互交错,每个加载孔单件的两侧分别与上下两片相对应位置的横向型钢焊接。2. A loading hole matrix module structure according to claim 1, characterized in that: the profiled steel frame system comprises an upper sheet steel frame and a lower sheet steel frame, the upper sheet steel frame and the lower sheet steel frame The skeleton is welded by a plurality of parallel longitudinal section steels and a plurality of mutually parallel transverse section steels. The upper and lower sections of the upper section steel framework and the lower section steel framework are located in the middle of the upper and lower sections corresponding to each other. The two sides of each loading hole single piece are respectively welded with the transverse section steel at the corresponding position of the upper and lower pieces. 3.根据权利要求1所述的一种加载孔矩阵模块结构,其特征在于:所述的若干加载孔单件通过圆钢过渡焊接在所述的型钢骨架系统上。3 . The loading hole matrix module structure according to claim 1 , wherein the plurality of loading hole single pieces are welded on the shaped steel frame system by round steel transition welding. 4 . 4.一种加载孔矩阵模块的制作方法,其特征在于:具体包括如下步骤:4. a preparation method of a loading hole matrix module, is characterized in that: specifically comprises the following steps: 步骤(1)、制作加载孔单件;Step (1), make a single piece of loading hole; 步骤(2)、制作上片型钢骨架和下片型钢骨架;Step (2), making the upper-piece steel skeleton and the lower-piece steel skeleton; 步骤(3)、将制作好的加载孔单件呈矩阵形式排列,并通过圆钢过渡焊接在上片型钢骨架和下片型钢骨架上,构成加载孔矩阵模块。Step (3): Arrange the fabricated loading hole single pieces in a matrix form, and weld them on the upper-piece steel frame and the lower-piece steel frame through a round steel transition to form a loading hole matrix module. 5.根据权利要求4所述一种加载孔矩阵模块的制作方法,其特征在于:所述的制作加载孔单件,其具体的施工过程为:5. The manufacturing method of a loading hole matrix module according to claim 4, wherein: the specific construction process of the loading hole single piece is: 1)按照加载孔单件设计尺寸规格准备加载孔单件原材料;1) Prepare a single piece of raw material for the loading hole according to the design size specification of the single piece of the loading hole; 2)将准备好的加载孔单件原材料采用工作模具制作加载孔单件,经检验合格后堆码备用。2) Use a working mold to make a single piece of loading hole raw material, and stack it for later use after passing the inspection. 6.根据权利要求4所述一种加载孔矩阵模块的制作方法,其特征在于:所述的制作上片型钢骨架和下片型钢骨架,其具体的施工过程为:6. a kind of manufacturing method of loading hole matrix module according to claim 4, it is characterized in that: described making upper piece type steel frame and lower piece type steel frame, its concrete construction process is: 1)根据需要制作的加载孔矩阵模块数量,计算所需纵向型钢和横向型钢的数量;1) According to the number of loading hole matrix modules to be made, calculate the number of longitudinal and transverse sections required; 2)依次把组成上片型钢骨架和下片型钢骨架的纵向型钢和横向型钢放入不同的工装模具里,用电焊焊接,分别构成上片型钢骨架和下片型钢骨架;上片型钢骨架和下片型钢骨架焊接好后吊出工装模具,检测焊缝质量,复测上片型钢骨架和下片型钢骨架尺寸,合格后堆码备用。2) Put the longitudinal section steel and the transverse section steel that make up the upper section steel frame and the lower section steel frame into different tooling molds, and weld them by electric welding to form the upper section steel frame and the lower section steel frame respectively; the upper section steel frame and the lower section steel frame After the sheet steel frame is welded, lift out the tooling mold, check the quality of the weld, re-measure the size of the upper sheet steel frame and the lower sheet steel frame. 7.根据权利要求4所述一种加载孔矩阵模块的制作方法,其特征在于:所述的将制作好的加载孔单件呈矩阵形式排列,并通过圆钢过渡焊接在上片型钢骨架和下片型钢骨架上,构成加载孔矩阵模块,具体施工过程如下:7. The manufacturing method of a loading hole matrix module according to claim 4, characterized in that: the single piece of the loading hole is arranged in a matrix form, and is welded on the upper sheet steel skeleton and the upper sheet steel frame by the round steel transition welding. On the lower section steel frame, a matrix module of loading holes is formed. The specific construction process is as follows: 1)设计加载孔矩阵模块工装模具,所述的加载孔矩阵模块工装模具包括上部工装模具、下部工装模具、固定上片型钢骨架和下片型钢骨架的支架模具;1) Design a loading hole matrix module tooling die, the loading hole matrix module tooling die includes an upper tooling die, a lower tooling die, and a bracket die for fixing the upper and lower steel skeletons; 2)依次在加载孔矩阵模块工装模具里放入加载孔单件、上片型钢骨架和下片型钢骨架,用上部工装模具校正加载孔单件位置,无误后把加载孔单件通过圆钢过渡分别与上片型钢骨架和下片型钢骨架焊接固定;所述圆钢一侧与加载孔单件焊接,另一侧与上片型钢骨架和下片型钢骨架焊接,构成加载孔矩阵模块;2) Put the single piece of loading hole, the upper piece of steel skeleton and the lower piece of steel skeleton into the tooling die of the loading hole matrix module in turn, use the upper tooling die to correct the position of the single piece of the loading hole, and transfer the single piece of loading hole through the round steel after correct. They are respectively welded and fixed with the upper-piece steel frame and the lower-piece steel frame; one side of the round steel is single-piece welded with the loading hole, and the other side is welded with the upper-piece steel frame and the lower-piece steel frame to form a loading hole matrix module; 3)制作好的加载孔矩阵模块反复测量调试,合格后焊接牢固,从加载孔矩阵模块工装模具里吊出,经过加载孔矩阵模块校正台、测试台检验,符合设计要求各项指标.把合格的模块进行编号,堆码在干燥平整的库房里备用。3) The manufactured loading hole matrix module is repeatedly measured and debugged. After passing the test, the welding is firm. It is lifted out of the loading hole matrix module tooling mold. The modules are numbered and stacked in a dry and flat warehouse for future use.
CN202110665016.4A 2021-06-16 2021-06-16 Loading hole matrix module structure and manufacturing method thereof Pending CN113405871A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117168743A (en) * 2023-10-19 2023-12-05 中亿丰建设集团股份有限公司 Positioning retest device for embedded loading hole and operation method

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102926538A (en) * 2012-11-19 2013-02-13 中建八局第四建设有限公司 Reaction box and construction method of reaction wall
CN104801821A (en) * 2014-07-23 2015-07-29 烟台中集来福士海洋工程有限公司 Steel plate butt welding method
CN105129047A (en) * 2015-09-07 2015-12-09 中船黄埔文冲船舶有限公司 Fixing device and fixing method of O-shaped outboard rubber fender for ship
CN108058794A (en) * 2018-01-18 2018-05-22 上海港复兴船务有限公司 A kind of craft tug fore body fender and carrier structure
CN109822282A (en) * 2019-04-22 2019-05-31 河南工业大学 A loading hole unit welding tool for reaction wall and reaction force pedestal
CN112212135A (en) * 2020-10-30 2021-01-12 安徽三建工程有限公司 Horizontal adjustable support structure for loading hole module of reaction force pedestal and construction method thereof
CN217111688U (en) * 2021-06-16 2022-08-02 安徽三建工程有限公司 Loading hole matrix module structure

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102926538A (en) * 2012-11-19 2013-02-13 中建八局第四建设有限公司 Reaction box and construction method of reaction wall
CN104801821A (en) * 2014-07-23 2015-07-29 烟台中集来福士海洋工程有限公司 Steel plate butt welding method
CN105129047A (en) * 2015-09-07 2015-12-09 中船黄埔文冲船舶有限公司 Fixing device and fixing method of O-shaped outboard rubber fender for ship
CN108058794A (en) * 2018-01-18 2018-05-22 上海港复兴船务有限公司 A kind of craft tug fore body fender and carrier structure
CN109822282A (en) * 2019-04-22 2019-05-31 河南工业大学 A loading hole unit welding tool for reaction wall and reaction force pedestal
CN112212135A (en) * 2020-10-30 2021-01-12 安徽三建工程有限公司 Horizontal adjustable support structure for loading hole module of reaction force pedestal and construction method thereof
CN217111688U (en) * 2021-06-16 2022-08-02 安徽三建工程有限公司 Loading hole matrix module structure

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
陈雷 等: "反力台座水平可调木模板施工技术", 安徽建筑, vol. 28, no. 05, 25 May 2021 (2021-05-25), pages 40 - 41 *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117168743A (en) * 2023-10-19 2023-12-05 中亿丰建设集团股份有限公司 Positioning retest device for embedded loading hole and operation method
CN117168743B (en) * 2023-10-19 2024-04-05 中亿丰建设集团股份有限公司 Positioning retest device for embedded loading hole and operation method

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