CN103629438A - Combined-type transition cable leading cage based on cable leading below bridge - Google Patents

Combined-type transition cable leading cage based on cable leading below bridge Download PDF

Info

Publication number
CN103629438A
CN103629438A CN201310583662.1A CN201310583662A CN103629438A CN 103629438 A CN103629438 A CN 103629438A CN 201310583662 A CN201310583662 A CN 201310583662A CN 103629438 A CN103629438 A CN 103629438A
Authority
CN
China
Prior art keywords
running line
cage
cable leading
line cage
angle iron
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.)
Granted
Application number
CN201310583662.1A
Other languages
Chinese (zh)
Other versions
CN103629438B (en
Inventor
林贤浩
黄鹏贤
庄英平
林光如
王容华
陈强
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.)
FUJIAN POWER TRANSMISSION & DISTRIBUTION ENGINEERING Co Ltd
State Grid Corp of China SGCC
State Grid Fujian Electric Power Co Ltd
Original Assignee
FUJIAN POWER TRANSMISSION & DISTRIBUTION ENGINEERING Co Ltd
State Grid Corp of China SGCC
State Grid Fujian Electric Power 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 FUJIAN POWER TRANSMISSION & DISTRIBUTION ENGINEERING Co Ltd, State Grid Corp of China SGCC, State Grid Fujian Electric Power Co Ltd filed Critical FUJIAN POWER TRANSMISSION & DISTRIBUTION ENGINEERING Co Ltd
Priority to CN201310583662.1A priority Critical patent/CN103629438B/en
Publication of CN103629438A publication Critical patent/CN103629438A/en
Application granted granted Critical
Publication of CN103629438B publication Critical patent/CN103629438B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • HELECTRICITY
    • H02GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
    • H02GINSTALLATION OF ELECTRIC CABLES OR LINES, OR OF COMBINED OPTICAL AND ELECTRIC CABLES OR LINES
    • H02G3/00Installations of electric cables or lines or protective tubing therefor in or on buildings, equivalent structures or vehicles
    • H02G3/02Details
    • H02G3/04Protective tubing or conduits, e.g. cable ladders or cable troughs
    • H02G3/0456Ladders or other supports
    • HELECTRICITY
    • H02GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
    • H02GINSTALLATION OF ELECTRIC CABLES OR LINES, OR OF COMBINED OPTICAL AND ELECTRIC CABLES OR LINES
    • H02G3/00Installations of electric cables or lines or protective tubing therefor in or on buildings, equivalent structures or vehicles
    • H02G3/02Details
    • H02G3/04Protective tubing or conduits, e.g. cable ladders or cable troughs
    • H02G3/0406Details thereof

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

The invention relates to a technique of cable leading below a bridge in bridge cable projects, in particular to a combined-type transition cable leading cage based on cable leading below the bridge. The cable leading cage is structurally characterized by comprising a head section cable leading cage body, a tail section cable leading cage body and a plurality of middle section cable leading cage bodies, an angle steel framework of the head section cable leading cage body is fixedly connected with an angle steel framework of one end of each middle section cable leading cage body by the fact that bolts are screwed into connection screw holes, according to the transition cable leading cage, an arc-shaped middle section is formed due to the fact that the multiple middle section cable leading cage bodies are connected in an end-to-end mode, and the angle steel framework of the other end of the last middle section cable leading cage is fixedly connected with an angle steel framework of the tail section cable leading cage body through bolts. The cable leading cage has the advantages that modularized on-site installation is adopted, construction operations are easy and convenient to achieve, time and labor are saved, efficiency is high, safety is good, the use range is wide, the cables are all led in a cage-shaped framework, the cable leading cable performs the function of surrounding the cables and accordingly the cable are not prone to being damaged.

Description

Combined type transition running line cage based on bridge running line under cable
Technical field
The present invention relates to a kind of technology for bridge under Bridge cable engineering running line, particularly a kind of combined type transition running line cage based on bridge running line under cable.
Background technique
In Bridge cable engineering, cable testing bridge is positioned at bridge both sides bridge abdomen and hangs fixing, cable causes from bridge floor must be by one section of free face the bridge abdomen cable testing bridge of bridge floor below, site operation is except arranging at free face lower bridge operating platform, a difficult problem is controlled in bending radius when solving under cable that bridge lays, side pressure, damage etc., general mode is to adopt to set up steel pipe frame on lower bridge operating platform, and the interior multiple spot of support body is installed annular coaster and controlled.Yet described annular coaster need to arrange by complicated calculating and in-site modeling, in setting up procedure, if there is partial deviations, easily cause that Cable Bending Radius is too small, side pressure increases, damage cable; In addition, after annular coaster arranges, because cable is not located, in cable laying process, must adjust in real time position, waste time and energy, efficiency is low, and follow-up construction is numerous and diverse.
Summary of the invention
The object of the invention is to according to the deficiencies in the prior art part provide a kind of time saving and energy saving, efficiency is high, the combined type transition running line cage based on bridge running line under cable of easy damaged cable not.
The object of the invention is to realize by following approach:
Combined type transition running line cage based on bridge running line under cable, its structure outline is, include first section of running line cage, rear running line cage and a plurality of intermediate section running line cage, wherein, the Constitution Elements of first section of running line cage, rear running line cage and each intermediate section running line cage has included guide roller frame, angle iron frame and steel pipe; Described guide roller frame is triangle or square planar framework, every limit of framework is all provided with the dolioform pulley of a stringcourse indent, the pulley stringcourse on every limit forms the space of a similar round in framework, and this spatial area is adaptive with the cross-section of cable that will pass through; Described angle iron frame and guide roller frame are adaptive, are also triangle or quadra, and the angle steel of take forms as limit, on each angle steel, is reserved with connecting screw hole; Steel pipe couples together the two by connecting the corresponding vertex of guide roller frame and angle iron frame, thereby forms a kind of cage shape belfry;
Concrete, first section of running line cage is identical with rear running line basket structure, the steel pipe adopting is straight shape steel tube, and this first section of running line cage and rear running line cage are by straight shape steel tube and lay respectively at straight shape steel tube two ends and the guide roller frame being connected with this straight shape steel tube, an angle iron frame composition; The steel pipe that intermediate section running line cage adopts is fan-shaped steel pipe, and the two end part of this fan-shaped steel pipe are connected with respectively an angle iron frame, and guide roller frame is positioned at the neutral position of fan-shaped steel pipe;
The angle iron frame of first section of running line cage is screwed into connecting screw hole with the angle iron frame of intermediate section running line cage one end by bolt and is fixedly connected with, transition running line cage adopts a plurality of intermediate section running line cages to join end to end to form arc intermediate section, and the angle iron frame of the other end of last intermediate section running line cage is bolted to connection with the angle iron frame of rear running line cage.
After being sequentially connected with rear running line cage, first section of running line cage, arc intermediate section just formed the combined type transition running line cage for bridge running line under cable of the present invention.Wherein, can adjust as required the quantity of the intermediate section running line cage of arc intermediate section part, when making, also can be according to the radian size of fan-shaped steel pipe on the structure processing intermediate section running line cage of concrete bridge.During use, cable is introduced to the guide roller frame of first section of running line cage, under the drive of dolioform pulley and under Action of Gravity Field, cable sequentially passes the guide roller frame of a plurality of intermediate section running line cages in combined type transition running line cage, finally from the guide roller frame of rear running line cage, draw, complete bridge running line under cable.
First section of running line cage of the present invention, rear running line cage and intermediate section running line cage are all the component units of combined type transition running line cage; with modular structure, produce; during installation, can carry out according to actual needs combination in any; by manpower, can complete lower bridge Piecemeal erection fixes; or adopt after bridge floor segmentation series connection assembling; utilize the auxiliary lifting of crane to be fixed on operating platform; at lower bridge free face, form a full guard and lay passage, cable can penetrate the crane span structure that running line cage causes bridge abdomen below from bridge floor.Constructing operation is simple and convenient, time saving and energy saving, efficiency is high, and all primings in cage shape framework of cable, and running line cage plays to cable the effect that four directions surrounds, and is therefore difficult for being damaged to cable.
Described angle iron frame is fixedly connected with steel pipe by welding.Described guide roller frame is fixedly connected with steel pipe by welding.
Because the top of each angle iron frame and guide roller frame can be connected to steel pipe, every steel pipe all needs to connect a summit of a framework, owing to adopting modular design, so each module can be fixed connection by welding, to reach stable structure.And only need to be connected by bolt between module and module.
In sum, technical characterstic of the present invention is:
1, owing to adopting modular point to install, also can install by integrated molding, save complicated construction calculating and in-site modeling operation, effectively solve bridge bending radius, side pressure, damage etc. under cable and control a difficult problem; Simultaneously can also cost saving: adopt segmentation, combined type, solves when long part transports a difficult problem and can reduce freight and crane use machine-team rental expenses.
2, simple installation.Section is connected and adopts common galvanized bolt simple to operate with section, without by external impetus, equipment, only by manpower, also can complete to install and fix, time saving and energy saving.
3, use safety.Once-through can be installed, in cable laying process, need not by workmen, carry out the adjustment of secondary on-load again, guarantee construction safety; Improve construction operation efficiency simultaneously, reduce hand labor.
4, using scope is wide.The present invention can use at subterranean tunnel or similar engineering.
Accompanying drawing explanation
Fig. 1 is the structural representation of the combined type transition running line cage based on bridge running line under cable described in the embodiment of the present invention, be square structure, so end face is consistent with bottom surface structure owing to adopting cross section.
Figure 2 shows that first section of running line cage described in the embodiment of the present invention and the structural representation of rear running line cage.Figure 3 shows that the A-A of Fig. 2 is to structural representation; Figure 4 shows that the B-B of Fig. 2 and Fig. 5 is to structural representation.
Figure 5 shows that the structural representation of the intermediate section running line cage described in the embodiment of the present invention.Figure 6 shows that the C-C of Fig. 5 is to view.
Figure 7 shows that the structural representation of the angle iron frame described in the embodiment of the present invention.
Below in conjunction with embodiment, the present invention is described further.
Embodiment
Most preferred embodiment:
With reference to accompanying drawing 1, the combined type transition running line cage based on bridge running line under cable, includes first section of running line cage 1, rear running line cage 2 and 2 above intermediate section running line cages 3.The Constitution Elements of first section of running line cage 1, rear running line cage 2 and each intermediate section running line cage 3 has included guide roller frame 4, angle iron frame 5 and steel pipe.
With reference to accompanying drawing 2 and accompanying drawing 3, first section of running line cage 1 is identical with rear running line cage 2 structures, the steel pipe 6 adopting be straight shape steel tube, and this first section of running line cage 1 and rear running line cage 2 are by straight shape steel tube 6 and lay respectively at straight shape steel tube 6 two ends and the guide roller frame 4 being connected with this straight shape steel tube 6, angle iron frame 5 compositions.The structure of concrete guide roller frame 4 is with reference to accompanying drawing 4, described guide roller frame is square-shaped planar framework, by four edges and four edges four summits that form that join, formed, every limit includes the dolioform pulley 42 of round steel pipe 41 and the stringcourse indent of string in round steel pipe 41, four summits are welded on respectively in four straight shape steel tube 6 in the mode of welding, and these four straight shape steel tube 6 are vertical with the plane of guide roller frame.Concrete angle iron frame 5 is with reference to accompanying drawing 7, and described angle iron frame 5 and guide roller frame 4 adaptations, be also square frame, the angle steel 51 of take forms as limit, on each angle steel 51, be reserved with connecting screw hole 52, same, its four summits are also welded to respectively in four straight shape steel tube 6 that are connected with guide roller frame.
With reference to accompanying drawing 5 and accompanying drawing 6, the steel pipe that intermediate section running line cage 2 adopts is fan-shaped steel pipe 7, the two end part of this fan-shaped steel pipe 7 are connected with respectively an angle iron frame 5, guide roller frame 4 is positioned at the neutral position of fan-shaped steel pipe 7, four summits of angle iron frame 5 and coaster framework 4 are welded to respectively on four fan-shaped steel pipes 7, as the soldering point 8 in figure.The angle iron frame 5 of intermediate section running line cage 2 and guide roller frame 4 be consistent with first section, rear running line cage all, respectively with reference to accompanying drawing 7 and accompanying drawing 4.
With reference to accompanying drawing 1, the angle iron frame of first section of running line cage 1 is screwed into connecting screw hole with the angle iron frame of intermediate section running line cage 2 one end by bolt and is fixedly connected with, adopt a plurality of intermediate section running line cages 2 to join end to end and form arc intermediate section, the angle iron frame of the other end of last intermediate section running line cage 2 is bolted to connection with the angle iron frame of rear running line cage 3.
0.5 meter of head and the tail section segment length; 1 meter of intermediate section segment length; radian is processed on request; scene can be carried out combination in any use according to actual needs; by manpower, can complete lower bridge Piecemeal erection and fix, or adopt after bridge floor segmentation series connection assembling, utilize the auxiliary lifting of crane to be fixed on operating platform; at lower bridge free face, form a full guard and lay passage, cable can penetrate the crane span structure that running line cage causes bridge abdomen below from bridge floor.It is same as the prior art that the present invention does not state part.

Claims (3)

1. the combined type transition running line cage based on bridge running line under cable, it is characterized in that, include first section of running line cage, rear running line cage and a plurality of intermediate section running line cage, wherein, the Constitution Elements of first section of running line cage, rear running line cage and each intermediate section running line cage has included guide roller frame, angle iron frame and steel pipe; Described guide roller frame is triangle or square planar framework, every limit of framework is all provided with the dolioform pulley of a stringcourse indent, the pulley stringcourse on every limit forms the space of a similar round in framework, and this spatial area is adaptive with the cross-section of cable that will pass through; Described angle iron frame and guide roller frame are adaptive, are also triangle or quadra, and the angle steel of take forms as limit, on each angle steel, is reserved with connecting screw hole; Steel pipe couples together the two by connecting the corresponding vertex of guide roller frame and angle iron frame, thereby forms a kind of cage shape belfry;
Concrete, first section of running line cage is identical with rear running line basket structure, the steel pipe adopting is straight shape steel tube, and this first section of running line cage and rear running line cage are by straight shape steel tube and lay respectively at straight shape steel tube two ends and the guide roller frame being connected with this straight shape steel tube, an angle iron frame composition; The steel pipe that intermediate section running line cage adopts is fan-shaped steel pipe, and the two end part of this fan-shaped steel pipe are connected with respectively an angle iron frame, and guide roller frame is positioned at the neutral position of fan-shaped steel pipe;
The angle iron frame of first section of running line cage is screwed into connecting screw hole with the angle iron frame of intermediate section running line cage one end by bolt and is fixedly connected with, transition running line cage adopts a plurality of intermediate section running line cages to join end to end to form arc intermediate section, and the angle iron frame of the other end of last intermediate section running line cage is bolted to connection with the angle iron frame of rear running line cage.
2. the combined type transition running line cage based on bridge running line under cable according to claim 1, is characterized in that, described angle iron frame is fixedly connected with steel pipe by welding.
3. the combined type transition running line cage based on bridge running line under cable according to claim 1, is characterized in that, described guide roller frame is fixedly connected with steel pipe by welding.
CN201310583662.1A 2013-11-20 2013-11-20 Based on the built-up type transition running line cage of bridge running line under cable Active CN103629438B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201310583662.1A CN103629438B (en) 2013-11-20 2013-11-20 Based on the built-up type transition running line cage of bridge running line under cable

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201310583662.1A CN103629438B (en) 2013-11-20 2013-11-20 Based on the built-up type transition running line cage of bridge running line under cable

Publications (2)

Publication Number Publication Date
CN103629438A true CN103629438A (en) 2014-03-12
CN103629438B CN103629438B (en) 2016-06-01

Family

ID=50210765

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201310583662.1A Active CN103629438B (en) 2013-11-20 2013-11-20 Based on the built-up type transition running line cage of bridge running line under cable

Country Status (1)

Country Link
CN (1) CN103629438B (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105703310A (en) * 2016-04-25 2016-06-22 辽宁昊轩环保设备有限公司 Fan-shaped buffer used for cable expansion device
CN114458829A (en) * 2022-04-13 2022-05-10 中国电建集团山东电力建设第一工程有限公司 Method for assembling and installing comprehensive pipe frame and cable bridge in place for high-end equipment

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000034073A (en) * 1998-07-21 2000-02-02 Hitachi Ltd Guide device for compensating cable
JP2004173362A (en) * 2002-11-18 2004-06-17 Toyama Setsubi Kogyo:Kk Gap bridge wire support frame
CN202217970U (en) * 2011-08-31 2012-05-09 广东威恒输变电工程有限公司 Cable pavement guide device
CN202602232U (en) * 2012-05-17 2012-12-12 西安供电局 Cable well head unreeling pulley block
CN202903404U (en) * 2012-11-09 2013-04-24 广州供电局有限公司 A side pressure monitor used for laying cables and a cable turning laying device
CN203656365U (en) * 2013-11-20 2014-06-18 国家电网公司 Combination-type transition cable leading cage based on cable leading towards lower bridge surface

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000034073A (en) * 1998-07-21 2000-02-02 Hitachi Ltd Guide device for compensating cable
JP2004173362A (en) * 2002-11-18 2004-06-17 Toyama Setsubi Kogyo:Kk Gap bridge wire support frame
CN202217970U (en) * 2011-08-31 2012-05-09 广东威恒输变电工程有限公司 Cable pavement guide device
CN202602232U (en) * 2012-05-17 2012-12-12 西安供电局 Cable well head unreeling pulley block
CN202903404U (en) * 2012-11-09 2013-04-24 广州供电局有限公司 A side pressure monitor used for laying cables and a cable turning laying device
CN203656365U (en) * 2013-11-20 2014-06-18 国家电网公司 Combination-type transition cable leading cage based on cable leading towards lower bridge surface

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105703310A (en) * 2016-04-25 2016-06-22 辽宁昊轩环保设备有限公司 Fan-shaped buffer used for cable expansion device
CN114458829A (en) * 2022-04-13 2022-05-10 中国电建集团山东电力建设第一工程有限公司 Method for assembling and installing comprehensive pipe frame and cable bridge in place for high-end equipment

Also Published As

Publication number Publication date
CN103629438B (en) 2016-06-01

Similar Documents

Publication Publication Date Title
CN104074358A (en) Construction method of prefabricated assembled building
CN103821376B (en) Single-layer latticed shell high-altitude oblique rail accumulation slippage construction
CN105544865B (en) Prestress assembly type combined special-shaped column
CN106049707A (en) Prefabricated wall body, prefabricated house building and construction method
CN204782031U (en) Interior climbing tower hangs entrance to a cave from promoting safety protection platform
CN205012629U (en) Assembled modularization platform of unloading of encorbelmenting
CN104060542B (en) Compound beam cable stayed bridge direction across bridge prestress application device and applying method thereof
CN103967133A (en) Stud welding mixed connection node of rectangular concrete filled steel tubular column and H-shaped steel girder
CN103334579B (en) Slipping platform used for mounting arched roof truss with steel structure
CN104878867A (en) Integrated structure of ceiling keel and double-layer construction platform and manufacturing method thereof
CN103633583A (en) Cable off-bridge guiding method based on combined type cable guiding cage
AU2018282313A1 (en) Assembled building structure with combination of steel structure and concrete structure and construction method thereof
CN103206075B (en) Suspension platform for construction of steel reinforced concrete cantilever structure
CN203656365U (en) Combination-type transition cable leading cage based on cable leading towards lower bridge surface
CN110107972A (en) Cabin-type refrigerating plant room and its construction method
CN203947421U (en) Compound beam cable stayed bridge direction across bridge prestress application device
CN205134919U (en) Modularization suspension type steel tubes clamps scaffold operation platform
CN103629438A (en) Combined-type transition cable leading cage based on cable leading below bridge
CN203947756U (en) Exterior wall protective frame
CN104533092A (en) Truss roof ceiling construction method
CN102011432B (en) Novel polygonal combined steel pipe
CN104947804B (en) A kind of steel bracket and the construction method that beam-column node structure is built using it
CN203499259U (en) Tool type cantilevered unloading platform
CN107905379A (en) Totally-enclosed layer construction method in high-rise building Core Walls Structure
CN203361596U (en) Auxiliary support of integrated lifting operation platform

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant