CN201081653Y - Internal nuclear island structure survey control rack - Google Patents

Internal nuclear island structure survey control rack Download PDF

Info

Publication number
CN201081653Y
CN201081653Y CNU200720046323XU CN200720046323U CN201081653Y CN 201081653 Y CN201081653 Y CN 201081653Y CN U200720046323X U CNU200720046323X U CN U200720046323XU CN 200720046323 U CN200720046323 U CN 200720046323U CN 201081653 Y CN201081653 Y CN 201081653Y
Authority
CN
China
Prior art keywords
nuclear island
inner structure
bracket
bottom bracket
measurement
Prior art date
Legal status (The legal status 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 status listed.)
Expired - Lifetime
Application number
CNU200720046323XU
Other languages
Chinese (zh)
Inventor
李军
范桂斌
陶玉平
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Nuclear Industry Huaxing Construction Co Ltd
Original Assignee
China Nuclear Industry Huaxing Construction Co Ltd
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 China Nuclear Industry Huaxing Construction Co Ltd filed Critical China Nuclear Industry Huaxing Construction Co Ltd
Priority to CNU200720046323XU priority Critical patent/CN201081653Y/en
Application granted granted Critical
Publication of CN201081653Y publication Critical patent/CN201081653Y/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Landscapes

  • Monitoring And Testing Of Nuclear Reactors (AREA)

Abstract

The utility model relates to a measurement control bench with a nuclear island inner structure, belonging to the nuclear power civil engineering construction technical field. The measurement bench has a bracket comprising a bottom bracket and at least one stage of upper bracket, wherein, the bottom bracket consists of three supporting legs and three beams for connecting the two adjacent supporting legs, the upper end of each supporting leg is fixed with a connecting flange, the upper bracket consists of three supporting rods corresponding to the bottom bracket and transoms for connecting adjacent supporting rods, the upper end and the lower end of the supporting rod are respectively fixed with the connecting flange corresponding to the bottom bracket, the measurement bench further comprises a triangular head plate which can be fixed on a top bracket. The measurement control bench can provide a stable operation board for the nuclear island inner structure civil engineering survey operation, thereby bringing great convenience to the measurement operation of the nuclear island inner structure, guaranteeing the measurement quality and basically avoiding the conflicts of the measurement operation and other constructions in the nuclear island inner structure.

Description

The nuclear island inner structure is measured the control frame
Technical field
The utility model relates to a kind of civil engineering of nuclear island inner structure and measures aid, and especially a kind of nuclear island inner structure is measured the control frame, belongs to nuclear power civil engineering technical field.
Background technology
In the nuclear island inner structure, the special embedded part that positioning accuracy request is high is a lot, therefore need measure comparatively accurately.But nuclear island inner structure space is narrow and small, and therefore irregular structure is measured operation and had bigger the conflict with other construction activities in the civil engineering process, and particularly the tower crane influence to the reactor core place is bigger.
The utility model content
The purpose of this utility model is: at the problem that above prior art exists, propose a kind of nuclear island inner structure that can effectively improve nuclear island inner structure measurement quality and measure the control frame.
In order to reach above purpose, nuclear island inner structure of the present utility model is measured the control frame and is contained support, described support comprises bottom bracket and one-level upper layer bracket at least, described bottom bracket is made of with three crossbeams that are connected adjacent two supporting legs three supporting legs, the upper end of every supporting leg is fixed with joint flange, described upper layer bracket is made of corresponding with bottom bracket three support columns and the crosspiece that connects the adjacent supports post, the fixing respectively joint flange corresponding with bottom bracket of the upper and lower side of described support column also comprises the triangle top board that can be fixed on the superiors' support.
This measurement control frame can be measured operation for nuclear island inner structure civil engineering provides a stable operation platform, thereby greatly facilitate the measurement operation of nuclear island inner structure, guarantee to measure quality. and can avoid measuring conflicting of other constructions in operation and the nuclear island inner structure substantially.
Description of drawings
Below in conjunction with accompanying drawing the utility model is further described.
Fig. 1 is the bottom bracket structural representation of an embodiment of the utility model.
Fig. 2 is the upper layer bracket structural representation of Fig. 1 embodiment.
Fig. 3 is the vertical view of Fig. 1 and Fig. 2.
Fig. 4 is the top board structure synoptic diagram of Fig. 1 embodiment.
Embodiment
Embodiment one
The nuclear island inner structure of present embodiment is measured the control frame as shown in Figures 1 to 4, is made up of triangle upper layer bracket (highly being respectively 500mm, 1000mm, 2000mm) and a dismountable top board of the high A type bottom bracket of 500mm and B, C, three kinds of model specifications of D.Bottom bracket as shown in Figure 1, three supporting leg A1 lay respectively at the place, summit of equilateral triangle, fixing between adjacent two supporting legs by crossbeam A2 welding, the upper end of every supporting leg A1 is welded with oval-shaped joint flange A3, is drilled with bolt hole (referring to Fig. 3) near the focus of each oval joint flange.
The upper layer bracket of three kinds of height specifications as shown in Figure 2, constitute by corresponding with bottom bracket three support column B1 and the crosspiece B2 that connects the adjacent supports post, be connected by ">" font crosspiece B2 welding between each adjacent supports post B1, the upper and lower end of each support column B1 welds the fixing oval joint flange (referring to Fig. 3) corresponding with bottom bracket respectively.
In addition, be shaped on the bolt hole corresponding near three summits of triangle top board shown in Figure 4, therefore can be fixed on as required on the superiors' support with joint flange.
When in construction, needing to measure, A type bottom bracket is installed at first, thereon with the good top board of bolt, can be carried out the measurement operation of low layer with that again; Along with the progress of engineering, in the time of need carrying out the measurement of higher level, can pull down top board, the triangle upper layer bracket of as one sees fit B, C, D type being installed respectively installs top board once more then, carries out the measurement operation of corresponding height.
Like this, the location of the higher special built-in fitting of the common built-in fitting of different layers high position and bearing accuracy, Equipment Foundations, concrete structure all can be measured accurately.Facts have proved, the nuclear island inner structure of present embodiment is measured the control frame and is had the following advantages: in measuring process, this measurement bay can be installed in nuclear island inner structure reactor core tower crane inside, promptly saved the space, can not clash again with nuclear island inner structure construction equipment, thereby measure operation for nuclear island inner structure civil engineering a stable operating platform is provided, improved the measurement efficiency of operation greatly, and guaranteed the measurement quality.
In addition to the implementation, the utility model can also have other embodiments.All employings are equal to the technical scheme of replacement or equivalent transformation formation, all drop on the protection domain of the utility model requirement.

Claims (4)

1. a nuclear island inner structure is measured the control frame, contain support, it is characterized in that: described support comprises bottom bracket and one-level upper layer bracket at least, described bottom bracket is made of with three crossbeams that are connected adjacent two supporting legs three supporting legs, the upper end of every supporting leg is fixed with joint flange, described upper layer bracket is made of corresponding with bottom bracket three support columns and the crosspiece that connects the adjacent supports post, the fixing respectively joint flange corresponding with bottom bracket of the upper and lower side of described support column also comprises the triangle top board that can be fixed on the superiors' support.
2. measure the control frame according to the described nuclear island inner structure of claim 1, it is characterized in that: the fixing oval-shaped joint flange of upper end welding of described each supporting leg is drilled with bolt hole near the focus of described each oval joint flange.
3. measure the control frame according to the described nuclear island inner structure of claim 2, it is characterized in that: be connected by the welding of ">" font crosspiece between described each adjacent supports post.
4. measure the control frame according to the described nuclear island inner structure of claim 3, it is characterized in that: be shaped on the bolt hole corresponding near three summits of described triangle top board with joint flange.
CNU200720046323XU 2007-09-24 2007-09-24 Internal nuclear island structure survey control rack Expired - Lifetime CN201081653Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU200720046323XU CN201081653Y (en) 2007-09-24 2007-09-24 Internal nuclear island structure survey control rack

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU200720046323XU CN201081653Y (en) 2007-09-24 2007-09-24 Internal nuclear island structure survey control rack

Publications (1)

Publication Number Publication Date
CN201081653Y true CN201081653Y (en) 2008-07-02

Family

ID=39615322

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU200720046323XU Expired - Lifetime CN201081653Y (en) 2007-09-24 2007-09-24 Internal nuclear island structure survey control rack

Country Status (1)

Country Link
CN (1) CN201081653Y (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101845829A (en) * 2010-05-06 2010-09-29 中国核工业华兴建设有限公司 Automatic monitoring and warning system for nuclear power plant concrete structure sediment
CN102435179A (en) * 2011-12-30 2012-05-02 中国核工业第五建设有限公司 Method for setting up micronet reference point inside nuclear island and measurement and observation platform using same
CN115288461A (en) * 2022-08-26 2022-11-04 中国核工业华兴建设有限公司 Height-adjustable measuring device and application method

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101845829A (en) * 2010-05-06 2010-09-29 中国核工业华兴建设有限公司 Automatic monitoring and warning system for nuclear power plant concrete structure sediment
CN101845829B (en) * 2010-05-06 2011-08-24 中国核工业华兴建设有限公司 Automatic monitoring and warning system for nuclear power plant concrete structure sediment
CN102435179A (en) * 2011-12-30 2012-05-02 中国核工业第五建设有限公司 Method for setting up micronet reference point inside nuclear island and measurement and observation platform using same
CN102435179B (en) * 2011-12-30 2014-04-16 中国核工业第五建设有限公司 Method for setting up micronet reference point inside nuclear island and measurement and observation platform using same
CN115288461A (en) * 2022-08-26 2022-11-04 中国核工业华兴建设有限公司 Height-adjustable measuring device and application method

Similar Documents

Publication Publication Date Title
CN202509404U (en) High-pier single-column capping beam framework construction support system
CN102425186B (en) Foundation bolt stock and manufacture method thereof
CN102277980B (en) Device for integrally jacking roof of single-layer industrial factory building and construction method thereof
CN104372967B (en) A kind of cooling stack inclined strut structure and construction method thereof
CN110965470A (en) Main tower cross brace structure system capable of bearing three-way load and construction method
CN201081653Y (en) Internal nuclear island structure survey control rack
CN103205927A (en) Anti-overturning bridge pier supporting mechanism
CN102777050B (en) Assembly type jig frame for longspan pipe truss roof girder
CN203160116U (en) Overturning prevention bridge pier mechanism
CN204282228U (en) A kind of box steel arch beam Integral horizontal type group is to jig frame special
CN212582721U (en) Bearing platform of tower crane for vertical tower of top plate of foundation garage
CN203213019U (en) Long cantilever bent cap cast-in-place construction support system
CN204212058U (en) For the steel truss girder assembling support in the construction of steel concrete composite truss beam
CN203127978U (en) Combined type automatic escalator truss
CN215593700U (en) Construction platform for welding steel box girder support by using method
CN203034605U (en) Jacking support for reticulated shell structure
CN215164740U (en) Supporting structure for suspended installation of steel-concrete combined section of inclined steel tower column of bridge
CN201770940U (en) Mounting structure for lower load bearing plate of steel box tower with spatial variable cross section
CN210621745U (en) Foundation bolt fixing frame assembly
CN206538684U (en) A kind of steel platform for bifurcated section Bridge Erector construction
CN216156820U (en) Lattice column and steel bar connecting structure
CN102425109A (en) Construction method adopting large-span gantry crane to hoist tie bar
CN104278640A (en) Steel truss girder assembling scaffold used in construction of steel-concrete composite truss girders
CN215888269U (en) Connecting structure of steel pipe upright post and steel support tie beam
CN215888609U (en) Connecting structure of steel pipe upright post and concrete support

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CX01 Expiry of patent term
CX01 Expiry of patent term

Granted publication date: 20080702