CN207394197U - A kind of Rib Reinforced Bifurcation Pipe - Google Patents

A kind of Rib Reinforced Bifurcation Pipe Download PDF

Info

Publication number
CN207394197U
CN207394197U CN201721340011.XU CN201721340011U CN207394197U CN 207394197 U CN207394197 U CN 207394197U CN 201721340011 U CN201721340011 U CN 201721340011U CN 207394197 U CN207394197 U CN 207394197U
Authority
CN
China
Prior art keywords
tube body
rib reinforced
supporting rod
pipe
rib
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.)
Active
Application number
CN201721340011.XU
Other languages
Chinese (zh)
Inventor
王增武
刘昌桂
赵路
张战午
胡旺兴
刘吟琪
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.)
PowerChina Zhongnan Engineering Corp Ltd
Original Assignee
PowerChina Zhongnan Engineering Corp 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 PowerChina Zhongnan Engineering Corp Ltd filed Critical PowerChina Zhongnan Engineering Corp Ltd
Priority to CN201721340011.XU priority Critical patent/CN207394197U/en
Application granted granted Critical
Publication of CN207394197U publication Critical patent/CN207394197U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Earth Drilling (AREA)

Abstract

The utility model discloses a kind of Rib Reinforced Bifurcation Pipes, including tube body, the Rib Reinforced being arranged on tube body, rigid supporting rod are fixed between the two ends of Rib Reinforced, supporting rod is sealed with tube body intersection.The utility model solve thes problems, such as trouble crotch and intersection intersection stress concentration, and the peak stress of bifurcated pipe structure is greatly reduced, and then reduces the pipe thickness of entire bifurcated pipe, saves rolled steel dosage.

Description

A kind of Rib Reinforced Bifurcation Pipe
Technical field
The utility model belongs to hydraulic and hydroelectric engineering field, and in particular to a kind of Rib Reinforced Bifurcation Pipe.
Background technology
Penstock is the component of water conveyance structure in hydraulic and hydroelectric engineering, and bifurcated pipe is normally at the end of pressure pipeline End, internal water pressure is larger, and structure stress situation and HYDRODYNAMIC CONDITION RELATING TO are complicated, mainly include three beam bifurcated pipes, Rib Reinforced Bifurcation Pipe, ball-type Bifurcated pipe, without the structural shapes such as beam bifurcated pipe and hem reinforced branch pipe, wherein Escher-Wyss wyepiece has that flow-shape is good, the loss of flood peak The features such as small, stress is clearly, cavern excavation section is small, bearing installation is easy, at home and abroad large and medium-sized routine and water-storage are electric It stands and is widely used in underground buried tube.
As shown in Figure 1, 2, Rib Reinforced Bifurcation Pipe includes tube body 1, Rib Reinforced 2, and tube body 1 includes supervisor 11 and branch pipe 12.Crescent moon Rib bifurcated pipe belongs to complex space combining structure, and force-bearing situation is complicated, when carrying out bifurcated pipe design, the hydraulics of bifurcated pipe, structure by Requirement in terms of power and fabrication and installation has certain conflict, it is difficult to meet simultaneously.For HYDRODYNAMIC CONDITION RELATING TO, it is desirable that branch pipe has one Fixed cone angle and smaller fork angle, but cone angle is bigger, fork angle is smaller, and more unfavorable to structure stress, difficulty of construction is bigger. From figure 3, it can be seen that there are stress concentration at bifurcated pipe intersection vertex A, in obtuse angle area stringcourse deflection angle C, D regions, branch pipe waist The controlling stress value of stringcourse turnover angular zone is big at line deflection angle F, G regions and maximum gauge.
Under prior art conditions, bifurcated pipe design is aided with certain model test still using traditional experience design method To complete.During design, often according to the stress value calculated, to design tube thickness, make it in the strength range of safety, due to These stress values are larger, and the bifurcated pipe for often leading to design is thicker.Therefore for bifurcated pipe, especially head, the larger trouble of predominant tube diameter Pipe carries out build and dimensionally-optimised design, in economy and the security important in inhibiting of engineering.
Utility model content
In view of the above-mentioned problems, the utility model, which is intended to provide one kind, can alleviate stress concentration, reduce the moon of controlling stress Tooth rib bifurcated pipe.
The technical solution that the utility model solves the problems, such as is:A kind of Rib Reinforced Bifurcation Pipe including tube body, is arranged on tube body Rib Reinforced, is fixed with rigid supporting rod between the two ends of Rib Reinforced, and supporting rod is sealed with tube body intersection.
By increasing supporting bar structure, the stress at bifurcated pipe intersection vertex A can be disperseed, effectively alleviated
Stress concentration is computed can also significantly lowering obtuse angle area stringcourse deflection angle C, D regions, branch pipe stringcourse deflection angle F, G The controlling stress value of stringcourse turnover angular zone at region and maximum gauge.
To increase intensity and better seal, the supporting rod is with tube body intersection using welding with reinforcement plate, the reinforcement Plate and tube body material identical.
Preferably, the supporting rod includes fusiformis mobile jib, the socket cap positioned at fusiformis mobile jib both ends, the mobile jib and cylinder It is first body formed.The inner cavity of tube body is placed in using fusiformis mobile jib so that influence of the component newly increased to flow-shape is minimum, adopts It is more convenient in order to weld with the both ends of socket cap.
Further, the support rod outer surface is equipped with corrosion-inhibiting coating.
The utility model solve thes problems, such as trouble crotch and intersection intersection stress concentration, and bifurcated pipe knot is greatly reduced The peak stress of structure, and then the pipe thickness of entire bifurcated pipe is reduced, save rolled steel dosage.
Description of the drawings
The utility model is described in further detail below in conjunction with the accompanying drawings.
Fig. 1 is prior art Rib Reinforced Bifurcation Pipe perspective view.
Fig. 2 is prior art Rib Reinforced Bifurcation Pipe plan view.
Fig. 3 is prior art Rib Reinforced Bifurcation Pipe Mises stress contour figures(MPa).
Fig. 4 is the utility model tooth rib bifurcated pipe graphics.
Fig. 5 is the utility model Rib Reinforced Bifurcation Pipe perspective view.
Fig. 6 is a form of supporting bar structure figure.
In figure:1- tube bodies, 2- Rib Reinforceds, 3- supporting rods, 4- stiffening plates, 11- supervisors, 12- branch pipes, 31- mobile jibs, 32- circles Column cap.
Specific embodiment
As shown in Figures 4 and 5, a kind of Rib Reinforced Bifurcation Pipe, including tube body 1, the Rib Reinforced being arranged on tube body 12.In Rib Reinforced Rigid supporting rod 3 is fixed between 2 two ends.3 outer surface of supporting rod is equipped with corrosion-inhibiting coating.
The supporting rod 3 is welded with 1 intersection of tube body using stiffening plate 4, the stiffening plate 4 and 1 material identical of tube body.
There are many forms of supporting rod 3, in order to enable the influence to flow-shape is reduced to minimum, a kind of specific structure Form is, as shown in fig. 6, the supporting rod 3 includes fusiformis mobile jib 31, the socket cap 32 positioned at 31 both ends of fusiformis mobile jib, it is described Mobile jib 31 is integrally formed with socket cap 32.
During construction, in the trouble crotch intersection point of intersection perforate of tube body 1, supporting rod 3 is placed afterwards, supporting rod 3 is managed through entire 1 top and bottom of body.Tube body, supporting rod 3,2 two ends of Rib Reinforced are welded as overall structure by aperture perimeters with stiffening plate 4.

Claims (4)

1. a kind of Rib Reinforced Bifurcation Pipe, including tube body(1), be arranged at tube body(1)On Rib Reinforced(2), it is characterised in that:In crescent moon Rib(2)Two ends between be fixed with rigid supporting rod(3), supporting rod(3)With tube body(1)Intersection seals.
2. Rib Reinforced Bifurcation Pipe according to claim 1, it is characterised in that:The supporting rod(3)With tube body(1)It adopts intersection Use stiffening plate(4)Welding, the stiffening plate(4)With tube body(1)Material identical.
3. Rib Reinforced Bifurcation Pipe according to claim 1 or 2, it is characterised in that:The supporting rod(3)Including fusiformis mobile jib (31), positioned at fusiformis mobile jib(31)The socket cap at both ends(32), the mobile jib(31)With socket cap(32)It is integrally formed.
4. Rib Reinforced Bifurcation Pipe according to claim 1, it is characterised in that:The supporting rod(3)Outer surface is applied equipped with anti-corrosion Layer.
CN201721340011.XU 2017-10-18 2017-10-18 A kind of Rib Reinforced Bifurcation Pipe Active CN207394197U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721340011.XU CN207394197U (en) 2017-10-18 2017-10-18 A kind of Rib Reinforced Bifurcation Pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721340011.XU CN207394197U (en) 2017-10-18 2017-10-18 A kind of Rib Reinforced Bifurcation Pipe

Publications (1)

Publication Number Publication Date
CN207394197U true CN207394197U (en) 2018-05-22

Family

ID=62328579

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201721340011.XU Active CN207394197U (en) 2017-10-18 2017-10-18 A kind of Rib Reinforced Bifurcation Pipe

Country Status (1)

Country Link
CN (1) CN207394197U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107588262A (en) * 2017-10-18 2018-01-16 中国电建集团中南勘测设计研究院有限公司 A kind of Rib Reinforced Bifurcation Pipe
CN112594470A (en) * 2020-12-16 2021-04-02 中国电建集团昆明勘测设计研究院有限公司 Method for arranging crescent rib bifurcated pipe stiffening beam

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107588262A (en) * 2017-10-18 2018-01-16 中国电建集团中南勘测设计研究院有限公司 A kind of Rib Reinforced Bifurcation Pipe
CN107588262B (en) * 2017-10-18 2024-02-23 中国电建集团中南勘测设计研究院有限公司 Crescent rib bifurcated pipe
CN112594470A (en) * 2020-12-16 2021-04-02 中国电建集团昆明勘测设计研究院有限公司 Method for arranging crescent rib bifurcated pipe stiffening beam

Similar Documents

Publication Publication Date Title
CN107588262A (en) A kind of Rib Reinforced Bifurcation Pipe
CN207394197U (en) A kind of Rib Reinforced Bifurcation Pipe
CN203701123U (en) Shallow sea varying diameter single pile foundation
CN202227332U (en) Hole guiding steel sheet pile
CN102619214B (en) U-shaped interface steel sheet pile and application thereof in enclosure for foundation pit
CN204401628U (en) Large-span steel supports multidirectional connector
CN201649080U (en) Steel casing favorable for stable submerging on underwater bare rock surface
CN205012369U (en) Grid ground is wall joint structure even
CN203361142U (en) Variable cross-section concrete tube pile adapter substitute
CN207419484U (en) Pressure steel pipe contact grouting embedded pipe arrangement structure
CN204151805U (en) A kind of combination steel cofferdam
CN210317329U (en) All-steel concrete shield segment
CN204356915U (en) The self waterproof structure that steel pipe column is crossing with concrete of basement exterior wall
CN203977583U (en) Regional perfusion's cement slurry Enhanced intersecting joint
CN204140090U (en) A kind of Novel circular steel pipe concrete bracket link
CN209412860U (en) A kind of holder device for the overturning of rectangle piping lane tube coupling
CN204098024U (en) A kind of secondary grouting concrete pipe pile construction device
CN207659972U (en) It is a kind of to be used for steel lattice column and the inverse shearing resistance construction made concrete structural beams and connect
CN207244623U (en) A kind of stand column pile switching device for DTR equipment
CN203113349U (en) Foundation trench shoring lattice type end structure
CN206051301U (en) A kind of double girder crane drainage tube
CN205062770U (en) Dam body on hydraulic pressure dam
CN204780817U (en) Connection structure of surge -chamber connecting pipe and tunnel
CN217381990U (en) Reinforced concrete pipe with special structure
CN203730972U (en) Beam branched pipe

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant