CN205869842U - High temperature gas cooled piles shaft mouth built -in fitting and organizes auxiliary device for butt weld - Google Patents
High temperature gas cooled piles shaft mouth built -in fitting and organizes auxiliary device for butt weld Download PDFInfo
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- CN205869842U CN205869842U CN201620554755.0U CN201620554755U CN205869842U CN 205869842 U CN205869842 U CN 205869842U CN 201620554755 U CN201620554755 U CN 201620554755U CN 205869842 U CN205869842 U CN 205869842U
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Abstract
The utility model belongs to the technical field of the nuclear power station is built. Pile shaft mouth built -in fitting group and consume plenty of time and manpower to welding jobs in order to solve high temperature gas cooled, problem that the operating efficiency is low, the utility model provides a high temperature gas cooled piles shaft mouth built -in fitting and organizes auxiliary device for butt weld, including at least three inside frock, inside frock includes the center tube, radial distribution has a plurality of support column on the outer wall of center tube, the one end that the center tube was kept away from to this support column is equipped with the jackscrew, this jackscrew connected has the backup pad, this backup pad is the arc structure the same with the built -in fitting tube structure, inside frock still includes the connecting plate, the support column of inside frock is connected through this connecting plate, use and connect at least three inside frock as whole. Use the utility model discloses a circularity of built -in fitting barrel can be adjusted to the device, forms the built -in fitting and supports, makes difficult emergence of built -in fitting warp to avoided having practiced thrift improvement time organizing in -process timing many times, shortened the time limit for a project.
Description
Technical field
This utility model belongs to the technical field of Nuclear Power Station, is specifically related to a kind of HTGR Shaft bank pre-buried
Part welding auxiliary device.
Background technology
HTGR is the Advanced Nuclear Energy Technology with forth generation technical characteristic, high temperature gas cooled reactor spent fuel storage system
Shaft bank built-in fitting is positioned at the Shaft bank position of spentnuclear fuel Factory Building, as it is shown in figure 1, HTGR Shaft bank built-in fitting
15 include top annular plate assembly 10, epimere shell ring 11, stage casing shell ring 12, hypomere shell ring 13 and horn mouth 14, at built-in fitting 15
In manufacturing process, need to form epimere shell ring 11, stage casing shell ring 12 and hypomere shell ring 13 welding the cylinder of built-in fitting 15.
On the one hand the effect of built-in fitting 15 is the transport channel as fuel sphere basin, on the other hand be placed in built-in fitting 15
Vertical shaft well lid plays the sealing of vertical shaft in the lump, opens and shield the function of ray, so the making required precision pole of built-in fitting 15
Height, if the making of built-in fitting 15 can not meet design requirement, then directly results in place vertical shaft and scraps.Due to epimere shell ring 11, in
Section shell ring 12 and hypomere shell ring 13 belong to the structural member of large diameter thin wall, are easily deformed, and when causing welding, needs are repeatedly
Adjustment, takes considerable time and manpower, working performance is low.
Utility model content
Taking considerable time and manpower to solve HTGR Shaft bank built-in fitting welding operation, operation is imitated
The problem that rate is low, the utility model proposes a kind of HTGR Shaft bank built-in fitting welding auxiliary device, including
The internal frock of at least three, described internal frock includes central canal, and on the outer wall of described central canal, radial distribution has several
Support column, this support column is provided with jackscrew away from one end of described central canal, this jackscrew connect have gripper shoe, this gripper shoe be with in advance
The arcuate structure that embedded part tube structure is identical.
Wherein, described internal frock also includes that connecting plate, the support column of described internal frock are connected by this connecting plate, with
Internal for described at least three frock is connected as entirety, and the central canal of the internal frock of this at least three is coaxial.
Wherein, described internal frock also includes that several auxiliary support, and this auxiliary supports and includes assisting support column, this auxiliary
One end of support column is connected with the outer wall of described central canal, and the other end of described auxiliary support column is provided with jackscrew, and this jackscrew connects
Having auxiliary support plate, this auxiliary support plate is identical with described supporting plate structure.
Wherein, described support column being radially arranged along described central canal.
Wherein, described support column is uniformly distributed on the circumference of described central canal.
Wherein, described support column is six.
This utility model HTGR Shaft bank built-in fitting welding auxiliary device has following useful effect
Really:
The gripper shoe of internal frock of the present utility model and the inwall laminating of built-in fitting cylinder, by inside of the present utility model
Frock is positioned in epimere shell ring, stage casing shell ring and hypomere shell ring, it is possible to support epimere shell ring, stage casing shell ring and hypomere shell ring,
And by adjusting the jackscrew of internal frock, to adjust gripper shoe to epimere shell ring, stage casing shell ring and the support force of hypomere shell ring, enter
And adjust epimere shell ring, stage casing shell ring and the circularity of hypomere shell ring, after circularity is adjusted, due to the supporting role of gripper shoe, on
Section shell ring, stage casing shell ring and hypomere shell ring can keep its shape, are not susceptible to deformation.Then when welding, technology people
Member utilizes internal frock to be adjusted epimere shell ring, stage casing shell ring and hypomere shell ring further, and such technical staff can be fast
The circularity of each shell ring is adjusted to meeting the requirements by speed ground, simultaneously because internal frock is to epimere shell ring, stage casing shell ring and hypomere cylinder
Joint support, epimere shell ring, stage casing shell ring and hypomere shell ring be not susceptible to deformation, technical staff can be quickly and easily by each cylinder
Joint adjusts to coaxially, thus reduce labor strength and level of skill requirement, it is to avoid group to during repeatedly adjustment,
Save the improvement time, shorten the duration.Internal frock of the present utility model can also be greatly reduced epimere shell ring, stage casing shell ring
With the deformation after hypomere shell ring assembly welding.It addition, when hoisting transportation built-in fitting and at installation of embedded parts after-pouring in place concrete
Time, internal frock is all prevented from built-in fitting and deforms.
Accompanying drawing explanation
Fig. 1 is the structural representation of HTGR Shaft bank built-in fitting；
Fig. 2 is the inside frock of this utility model HTGR Shaft bank built-in fitting welding auxiliary device
Structural representation；
Fig. 3 is the close-up schematic view in A portion in Fig. 2；
Fig. 4 is that the use state of this utility model HTGR Shaft bank built-in fitting welding auxiliary device is shown
It is intended to；
Fig. 5 is the close-up schematic view in B portion in Fig. 2.
Detailed description of the invention
Introduce the technical solution of the utility model below in conjunction with the accompanying drawings.
This utility model HTGR Shaft bank built-in fitting welding auxiliary device includes inside at least three
Frock, as in Figure 2-4, internal frock 20 includes central canal 21, and on the outer wall of central canal 21, radial distribution has several
Dagger 22, in Fig. 2, on the outer wall of central canal 21, radial distribution has six support columns 22, and the quantity of support column 22 can basis
It is actually needed and is adjusted；Support column 22 is radially arranged along central canal 21, i.e. support column 22 radially extending along central canal 21,
Support column 22 is uniformly distributed on the outer wall of central canal 21.As it is shown on figure 3, support column 22 is provided with top away from one end of central canal 21
Silk 26, it is the arcuate structure identical with built-in fitting tube structure that the connection of this jackscrew 26 has gripper shoe 23, gripper shoe 23.
As shown in Figure 4, the quantity of internal frock 20 is three, in epimere shell ring 11, stage casing shell ring 12 and hypomere shell ring 13
An each internal frock 20, the gripper shoe 23 of the inside frock in epimere shell ring 11 and inwall of epimere shell ring 11 placed is fitted,
The gripper shoe 23 of the inside frock in stage casing shell ring 12 is fitted with the inwall of stage casing shell ring 12, the inside frock in hypomere shell ring 13
The inwall laminating of gripper shoe 23 and hypomere shell ring 13.The quantity of internal frock 20 is at least three so that epimere shell ring 11, in
Each at least internal frock 20 in section shell ring 12 and hypomere shell ring 13.
Preferably, as shown in Figure 2 and Figure 5, internal frock 20 also includes assisting support 33, and this auxiliary supports 33 and includes auxiliary
Support column 24, one end of this auxiliary support column 24 is fixed on central canal 21 outer wall, assists the other end of support column 24 to be provided with top
Silk 26, this jackscrew 26 connects auxiliary support plate 25, and auxiliary support plate 25 is identical with gripper shoe 23 structure.Auxiliary supports the number of 33
Amount is several.As shown in Figure 4, internal frock 20 also includes connecting plate 32, and the support column 22 of internal frock 20 is by this connection
Plate 32 connects, and so that three internal frocks 20 are connected as entirety, and the central canal 21 of these three internal frocks 20 is coaxial.
During use, as shown in Figure 4, the first step, in epimere shell ring 11, stage casing shell ring 12 and the hypomere shell ring 13 of built-in fitting
Place at least one internal frock 20 respectively, adjust the jackscrew 26 of internal frock 20, so that internal frock in epimere shell ring 11
Gripper shoe 23 is resisted against on the inwall of epimere shell ring 11, forms epimere shell ring 11 and supports；Internal frock in stage casing shell ring 12
Gripper shoe 23 is resisted against on the inwall of stage casing shell ring 12, forms stage casing shell ring 12 and supports；Internal frock in hypomere shell ring 13
Gripper shoe 23 is resisted against on the inwall of hypomere shell ring 13, forms hypomere shell ring 12 and supports.Epimere shell ring 11, stage casing shell ring 12 and
Hypomere shell ring 13 is all to be processed by welding procedure, after having welded, will internal frock 20 be positioned over epimere shell ring 11,
In stage casing shell ring 12 and hypomere shell ring 13, support so that epimere shell ring 11, stage casing shell ring 12 and hypomere shell ring 13 are formed.
Second step, adjusts jackscrew 26, to adjust gripper shoe 23 to epimere shell ring 11, stage casing shell ring 12 and hypomere shell ring 13
Support force, and then adjust epimere shell ring 11, stage casing shell ring 12 and the circularity of hypomere shell ring 13, make epimere shell ring 11, stage casing shell ring
12 and the circularity of hypomere shell ring 13 meet design requirement.Due to the supporting role of internal frock 20, epimere shell ring 11, stage casing shell ring
12 and hypomere shell ring 13 can keep adjust after circularity, be not susceptible to deformation.As shown in Figure 2 and Figure 4, in this step, example
As for epimere shell ring 11, when the region between two support columns 22 adjacent on epimere shell ring 11 is also required to adjust circularity,
Then auxiliary support column 24 can be fixed on the outer wall of central canal 21, auxiliary support plate 25 is resisted against and needs to adjust circularity
Region, screws the jackscrew 26 on auxiliary support column 24 to adjust epimere shell ring 11 circularity.Use in identical method also adjustable
The circularity in the region between two support columns 22 adjacent on section shell ring 12 and hypomere shell ring 13.
3rd step, is grouping welding, during group pair, on the one hand to epimere shell ring 11, stage casing shell ring 12 and hypomere shell ring 13
Epimere shell ring 11, stage casing shell ring 12 and the respective circularity of hypomere shell ring 13 to meet the requirements, on the other hand will by epimere shell ring 11,
Stage casing shell ring 12 and hypomere shell ring 13 adjust to coaxially.In this step, epimere shell ring is adjusted further by internal frock 20
11, stage casing shell ring 12 and the circularity of hypomere shell ring 13, due in second step to epimere shell ring 11, stage casing shell ring 12 and hypomere
The circularity of shell ring 13 has carried out adjusting and the supporting role of internal frock 20, so in this step, technical staff can be quick
The circularity of each shell ring is adjusted to meeting the requirements by ground, simultaneously because internal frock 20 to epimere shell ring 11, stage casing shell ring 12 and under
Section shell ring 13 support, epimere shell ring 11, stage casing shell ring 12 and hypomere shell ring 13 be not susceptible to deformation, technical staff can facilitate
Rapidly each shell ring is adjusted to coaxially, it is to avoid group to during repeatedly adjustment, saved the improvement time, shortened work
Phase.Internal frock 20 can also be greatly reduced the deformation after epimere shell ring 11, stage casing shell ring 12 and hypomere shell ring 13 assembly welding.Center
Pipe 21 is the structure of hollow, the inner space of central canal 21 be used for the instrument such as total powerstation release epimere shell ring 11, in
Section shell ring 12 and the centrage of hypomere shell ring 13.
As shown in Figure 4, it is preferable that at epimere shell ring 11, stage casing shell ring 12 and hypomere shell ring 13 groups to front, first by epimere cylinder
Inside frock 20 in joint 11, stage casing shell ring 12 and hypomere shell ring 13 is connected as entirety, and the central canal 21 of internal frock 20 is same
Axle, such as, can use connecting plate 32 to connect, the support column 22 of neighbouring two internal frocks 20 with by neighbouring
Two internal frocks 20 be connected as an entirety, use same method, three internal frocks 20 be connected as an entirety,
And the central canal 21 of these three internal frocks 20 is coaxial, during such welding, is conducive to epimere shell ring 11, stage casing shell ring 12
Adjust to coaxially with hypomere shell ring 13.
In the installation process of built-in fitting 15, during hoisting transportation built-in fitting 15 and built-in fitting 15 install after-pouring in place mix
During solidifying soil, internal frock 20 is all prevented from built-in fitting 15 and deforms.
Claims (6)
1. a HTGR Shaft bank built-in fitting welding auxiliary device, it is characterised in that include at least three
Internal frock, described internal frock includes central canal, and on the outer wall of described central canal, radial distribution has several support columns, should
Support column is provided with jackscrew away from one end of described central canal, and this jackscrew connects gripper shoe, and this gripper shoe is and built-in fitting cylinder
The arcuate structure that structure is identical.
HTGR Shaft bank built-in fitting welding auxiliary device the most according to claim 1, its feature exists
In, described internal frock also includes that connecting plate, the support column of described internal frock are connected by this connecting plate, with by described at least
Three internal frocks are connected as entirety, and the central canal of the internal frock of this at least three is coaxial.
HTGR Shaft bank built-in fitting welding auxiliary device the most according to claim 1 and 2, its feature
Being, described internal frock also includes that several auxiliary support, and this auxiliary supports and includes assisting support column, this auxiliary support column
One end is connected with the outer wall of described central canal, and the other end of described auxiliary support column is provided with jackscrew, and this jackscrew connects auxiliary
Fagging, this auxiliary support plate is identical with described supporting plate structure.
HTGR Shaft bank built-in fitting welding auxiliary device the most according to claim 1 and 2, its feature
Being, described support column is radially arranged along described central canal.
HTGR Shaft bank built-in fitting welding auxiliary device the most according to claim 1 and 2, its feature
Being, described support column is uniformly distributed on the circumference of described central canal.
HTGR Shaft bank built-in fitting welding auxiliary device the most according to claim 1 and 2, its feature
Being, described support column is six.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620554755.0U CN205869842U (en) | 2016-06-08 | 2016-06-08 | High temperature gas cooled piles shaft mouth built -in fitting and organizes auxiliary device for butt weld |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620554755.0U CN205869842U (en) | 2016-06-08 | 2016-06-08 | High temperature gas cooled piles shaft mouth built -in fitting and organizes auxiliary device for butt weld |
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| Publication Number | Publication Date |
|---|---|
| CN205869842U true CN205869842U (en) | 2017-01-11 |
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| CN201620554755.0U Active CN205869842U (en) | 2016-06-08 | 2016-06-08 | High temperature gas cooled piles shaft mouth built -in fitting and organizes auxiliary device for butt weld |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107081549A (en) * | 2017-04-21 | 2017-08-22 | 长治清华机械厂 | Shaped piece apparatus for welding and positioning in straight tube |
| CN109958195A (en) * | 2019-01-18 | 2019-07-02 | 中国核工业华兴建设有限公司 | A kind of nuclear power station heap container supporting embedded part construction method |
| CN114951895A (en) * | 2022-06-21 | 2022-08-30 | 江苏广泽龙谊机械科技有限公司 | Automatic assembling device and method for welding electrode shell of combined holder of submerged arc furnace |
-
2016
- 2016-06-08 CN CN201620554755.0U patent/CN205869842U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107081549A (en) * | 2017-04-21 | 2017-08-22 | 长治清华机械厂 | Shaped piece apparatus for welding and positioning in straight tube |
| CN107081549B (en) * | 2017-04-21 | 2019-11-12 | 山西航天清华装备有限责任公司 | Shaped piece apparatus for welding and positioning in straight tube |
| CN109958195A (en) * | 2019-01-18 | 2019-07-02 | 中国核工业华兴建设有限公司 | A kind of nuclear power station heap container supporting embedded part construction method |
| CN109958195B (en) * | 2019-01-18 | 2020-11-10 | 中国核工业华兴建设有限公司 | Construction method for reactor vessel supporting embedded part of nuclear power station |
| CN114951895A (en) * | 2022-06-21 | 2022-08-30 | 江苏广泽龙谊机械科技有限公司 | Automatic assembling device and method for welding electrode shell of combined holder of submerged arc furnace |
| CN114951895B (en) * | 2022-06-21 | 2023-08-15 | 江苏广泽龙谊机械科技有限公司 | Automatic welding assembly device and method for electrode shells of combined holder of submerged arc furnace |
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