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Adjustment tool and system applied to integral assembling of steel lining modules of nuclear power station

A steel lining, nuclear power plant technology, applied in auxiliary devices, manufacturing tools, metal processing equipment, etc., can solve the problems of easy deformation of welding, high alignment accuracy, long component size, etc., to save the total construction period, stabilize the support system, avoid The effect of cross work

Active Publication Date: 2021-04-02
CHINA NUCLEAR IND 24 CONSTR
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The technical problem to be solved by the present invention is: the size of the components in the steel lining installation process is super long, the cross-section is special, the welding is easy to deform, and the assembly accuracy is high. Provides an adjustment tool for the overall assembly of steel lining modules in nuclear power plants that solves the above problems. It has the advantages of simple assembly, reduced construction difficulty, and easy adjustment, which is conducive to fast and accurate assembly of modules in the armpit area

Method used

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  • Adjustment tool and system applied to integral assembling of steel lining modules of nuclear power station
  • Adjustment tool and system applied to integral assembling of steel lining modules of nuclear power station
  • Adjustment tool and system applied to integral assembling of steel lining modules of nuclear power station

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Experimental program
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Effect test

Embodiment 1

[0042] This embodiment provides an adjustment tool applied to the overall assembly of steel lining modules in nuclear power plants, such as figure 1 and figure 2As shown, including the buttress 3, the buttress 3 is also provided with height adjustment parts and clamping parts; the buttress 3 adopts H-shaped steel, and the two side flanges of the H-shaped steel are respectively used to connect with the cement buttress 11 below and the added cement pier above. Armpit area module base contacts.

[0043] The height adjustment part includes an adjusting bolt 1 and an adjusting nut 2; a through hole is opened on the lower side of the pier 3, and one end of the adjusting bolt 1 passes through the through hole and is used to be embedded in the cement pier 11; the adjusting nut 2 is threaded Sleeved on the adjusting bolt 1, and located between the cement pier 11 and the pier 3, the outer diameter of the adjusting nut 2 is larger than the inner diameter of the through hole;

[0044] ...

Embodiment 2

[0046] Further improvement on the basis of Example 1, two adjusting nuts 2 are provided on the adjusting bolt 1 and on the screw rod section between the cement pier 11 and the pier 3; along the axial direction of the adjusting bolt 1, The lower end surface of the adjusting nut 2 located below is used for contacting the upper surface of the cement pier 11 , and the upper end surface of the adjusting nut 2 located above is used for contacting the lower surface of the abutment 3 . An adjusting nut 2 is threaded on the rod section of the adjusting bolt 1 corresponding to the upper end of the through hole away from the cement pier 11, and the lower end surface of the adjusting nut 2 is used for contacting the surface of the pier 3 at the port of the through hole.

[0047] It includes four height-adjusting parts, and one height-adjusting part is respectively arranged at the four corners of the pier 3; four through holes are evenly distributed on the lower wing plate of the H-shaped s...

Embodiment 3

[0050] Further improvement on the basis of Example 2, the base of the module in the armpit area includes a bottom plate 8 and an L-shaped thickened plate 9; In the U-shaped card slot of the U-shaped card 5. Also includes inclined iron 6; the inner surface of one side of the U-shaped card 5 is in contact with the lower surface of the edge of the wing plate of the buttress 3, the lower surface of the bottom plate 8 is in contact with the upper surface of the wing plate of the buttress 3, and the upper surface of the bottom plate 8 is in contact with the upper surface of the wing plate of the buttress 3. The lower surface of the inclined iron 6 contacts, and the inclined surface of the inclined iron 6 is used to press the other side wing plate of the U-shaped card 5 to carry out line-surface contact.

[0051] The H-shaped steel also includes a steel stiffening plate 4, and a stiffening plate 4 is also provided between the upper wing plate and the lower wing plate of the H-shaped ...

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Abstract

The invention discloses an adjustment tool and an adjustment system applied to integral assembling of steel lining modules of a nuclear power station. The adjustment tool includes a buttress; the buttress is further provided with a height adjusting part and a clamping part; the height adjusting part includes an adjusting bolt and an adjusting nut; a through hole is formed in the buttress; one endof the adjusting bolt is buried in a cement buttress after penetrating through the through hole; the adjusting nut sleeves the adjusting bolt in a threaded connection manner and is located between thecement buttress and the buttress; the outer diameter of the adjusting nut is larger than the inner diameter of the through hole; and the clamping part includes a U-shaped clamp which is used for clamping the buttress and a module base in a haunching area. The adjustment system is composed of a plurality of tools. The adjustment tool disclosed by the invention has the advantages of simple assembling, lower construction difficulty and convenient adjustment, and facilitates quick and accurate assembling of modules in the haunching area.

Description

technical field [0001] The invention relates to the technical field of nuclear power plant construction, in particular to an adjustment tool applied to the overall assembly of steel lining modules of a nuclear power plant. Background technique [0002] The steel lining is one of the important components of the prestressed reinforced concrete containment of the reactor building. It is cylindrical and has a diameter of 46.8m. [0003] At present, the steel lining is actively promoting the concept of modular construction. According to the previous construction experience of steel lining in nuclear power plants, the steel lining haunching area module is mainly composed of the vertical section and the horizontal section of the haunching area. , The lower part of the module in the armpit area is welded to the upper part of the "L-shaped" thickened plate. Since the bottom plate and the "L-shaped" thickened plate are installed first, the working environment for the assembly, weldin...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): B23K37/04
CPCB23K37/0426B23K2103/04
Inventor 姚崇磊周玉东徐佳祺王丙瑞汤志孟曾庆威李敏乔军辉朱立余陈森
Owner CHINA NUCLEAR IND 24 CONSTR
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