CN219652488U - Tilting type tower column main rib hoisting device - Google Patents

Tilting type tower column main rib hoisting device Download PDF

Info

Publication number
CN219652488U
CN219652488U CN202320918641.XU CN202320918641U CN219652488U CN 219652488 U CN219652488 U CN 219652488U CN 202320918641 U CN202320918641 U CN 202320918641U CN 219652488 U CN219652488 U CN 219652488U
Authority
CN
China
Prior art keywords
longitudinal rods
cross rod
main rib
rod
limiting
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
CN202320918641.XU
Other languages
Chinese (zh)
Inventor
龚颜军
赵聪明
曹长伟
孙军
刘懿
赵宝
朱帆
刘钲为
张鹏飞
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 Communications Road And Bridge Construction Co ltd Overseas Branch
Road and Bridge International Co Ltd
China Road and Bridge Corp
Original Assignee
China Communications Road And Bridge Construction Co ltd Overseas Branch
Road and Bridge International Co Ltd
China Road and Bridge Corp
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 Communications Road And Bridge Construction Co ltd Overseas Branch, Road and Bridge International Co Ltd, China Road and Bridge Corp filed Critical China Communications Road And Bridge Construction Co ltd Overseas Branch
Priority to CN202320918641.XU priority Critical patent/CN219652488U/en
Application granted granted Critical
Publication of CN219652488U publication Critical patent/CN219652488U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model relates to an inclined tower column main reinforcement hoisting device which comprises a hanging frame and a hanging rod, wherein the hanging frame comprises two longitudinal rods which are arranged in parallel and have a certain interval, a lower cross rod is welded between the lower ends of the two longitudinal rods, a plurality of main reinforcement limiting pipes are welded on the top surface of the lower cross rod, an upper cross rod is welded between the upper ends of the two longitudinal rods, and a plurality of main reinforcement limiting grooves are formed in one side of the upper cross rod; the hanger rod is parallel to the upper cross rod of the hanger, the upper ends of the two longitudinal rods are respectively connected with the bottoms of the two ends of the hanger rod, the middle of the two longitudinal rods is respectively connected with a second lifting rope with the bottoms of the two ends of the hanger rod, and the length of the second lifting rope is smaller than the length of the first lifting rope plus the length from the middle of the longitudinal rods to the upper ends of the longitudinal rods. The utility model can hoist the main reinforcement according to the inclination angle of the tower column, can meet the hoisting requirements of the main reinforcement of the tower column with different inclination angles, and can hoist a plurality of main reinforcements at one time.

Description

Tilting type tower column main rib hoisting device
Technical Field
The utility model belongs to the technical field of bridge construction, relates to tower column construction of a suspension bridge or a cable-stayed bridge, and particularly relates to an inclined tower column main rib hoisting device.
Background
The tower column of the suspension bridge or the cable-stayed bridge is usually cast in sections, and the tower column steel bars are also hoisted in sections. Because the main tower rib is longitudinally arranged along the tower column, the main tower rib is generally lifted vertically, and the main tower rib is convenient to install quickly. For ordinary straight tower column, after the main reinforcement lifts by crane to mounting height, constructor can accept the upper end and the lower extreme of main reinforcement respectively on tower column segment construction upper platform and lower platform, but to the great slope type tower column of inclination, as shown in fig. 1, in tower column 100 camber one side, after main reinforcement 101 lifts by crane to mounting height, constructor on the lower platform is apart from main reinforcement lower extreme overlength, can't accept the main reinforcement lower extreme smoothly, and in tower column 100 camber one side, after the main reinforcement lifts by crane to mounting height, constructor on the upper platform apart from main reinforcement upper end overlength, can't accept the main reinforcement 101 upper end smoothly, brings inconvenience for the construction.
Disclosure of Invention
The utility model aims to solve the problems, and provides a device suitable for hoisting a main rib of an inclined tower column, which can hoist the main rib according to the inclination angle of the tower column and is convenient for installation and construction of the main rib.
The technical scheme of the utility model is as follows:
an inclined tower column main reinforcement hoisting device which is characterized in that: comprises a hanging bracket and a hanging rod; the hanger comprises two longitudinal rods which are arranged in parallel and have a certain interval, a lower cross rod is welded between the lower ends of the two longitudinal rods, a plurality of main rib limiting pipes are longitudinally welded on the top surface of the lower cross rod along the lower cross rod, the axial direction of each main rib limiting pipe is parallel to the longitudinal rods, an upper cross rod is welded between the upper ends of the two longitudinal rods, a plurality of main rib limiting grooves are formed in one side of each upper cross rod, and the main rib limiting grooves correspond to the main rib limiting pipes one by one; the lifting rod is parallel to the upper cross rod of the lifting frame, lifting lugs are respectively arranged on the top surfaces of the two ends of the lifting rod, the upper ends of the two longitudinal rods are respectively connected with the bottoms of the two ends of the lifting rod, a second lifting rope is respectively connected with the bottoms of the two ends of the lifting rod in the middle of the two longitudinal rods, and the length of the second lifting rope is smaller than the length of the first lifting rope plus the length from the middle of the longitudinal rods to the upper ends of the longitudinal rods.
According to the utility model, the main reinforcement can be lifted according to the inclination angles of the tower columns, the requirements of lifting the main reinforcement of the tower columns with different inclination angles can be met, and convenience is provided for installation and construction of the main reinforcement; the utility model can also hoist a plurality of main reinforcements at one time, and can improve the installation efficiency of the main reinforcements.
Drawings
FIG. 1 is a schematic view of a main reinforcement lifting state of a conventional inclined tower column;
FIG. 2 is a schematic perspective view of the present utility model;
FIG. 3 is a schematic view of the structure and arrangement of the main rib limiting pipe of the present utility model;
FIG. 4 is a schematic view of the structure and arrangement of the main rib limiting groove of the present utility model;
fig. 5 is a schematic view of the use state of the present utility model.
Detailed Description
As shown in fig. 2, the present utility model includes a hanger and a boom; the hanger comprises two longitudinal rods 1 which are arranged in parallel and have a certain interval, a lower cross rod 2 is welded between the lower ends of the two longitudinal rods 1, a plurality of main rib limiting pipes 3 are longitudinally welded on the top surface of the lower cross rod along the lower cross rod, the axial direction of each main rib limiting pipe 3 is parallel to the longitudinal rods 1, an upper cross rod 4 is welded between the upper ends of the two longitudinal rods 1, a plurality of main rib limiting grooves 5 are formed in one side of each upper cross rod 4, and the main rib limiting grooves 5 correspond to the main rib limiting pipes 3 one by one; the lifting rod 6 is parallel to the upper cross rod 4 of the lifting frame, lifting lugs 7 are respectively arranged on top surfaces of two ends of the lifting rod 6, the upper ends of the two longitudinal rods 1 are respectively connected with bottoms of two ends of the lifting rod 6, a second lifting rope 9 is respectively connected with bottoms of two ends of the lifting rod 6 in the middle of the two longitudinal rods 1, and the length of the second lifting rope is smaller than that of the first lifting rope plus that of the middle of the longitudinal rod to the upper end of the longitudinal rod.
According to the structure, the hanging rods are horizontally lifted by the hanging machine through the hanging lugs on the top surfaces at the two ends of the hanging rods, and when the hanging rods are lifted away from the ground, the hanging rods form a certain inclination angle with the horizontal surface; the inclination angle of the hanger can be adjusted by adjusting the length of the second hanger rope, so that the inclination angle of the hanger can be made consistent with the inclination angle of the tower by adjusting the length of the second hanger rope 9 according to the inclination angle of the tower.
As shown in fig. 3, in the implementation of the present utility model, the main rib limiting pipe 3 may be a section of steel pipe with a diameter larger than that of the main rib of the tower, and the lower end of each steel pipe is welded to the top surface of the bottom cross bar 2.
As shown in fig. 4, in the implementation of the present utility model, a limiting plate 10 may be welded to the bottom of the upper rail 4 in the longitudinal direction, one side of the limiting plate 10 protrudes to a certain width outside the upper rail 4 in the direction perpendicular to the longitudinal direction of the vertical rod 1, and the main rib limiting groove 5 is formed on one side of the limiting plate 10 protruding to the outside of the upper rail 4.
Further, in order to prevent the main rib from separating from the main rib limiting grooves, two sides of each main rib limiting groove 5 on the limiting plate 10 may be respectively provided with an insertion hole, and a U-shaped limiting rib 11 is inserted into the insertion hole at two sides of each main rib limiting groove 5; the opening of the U-shaped limiting rib 11 faces downwards, and two ends of the U-shaped limiting rib are respectively inserted into insertion holes on two sides of the main rib limiting groove.
As shown in fig. 5, when the utility model is used for hoisting the main ribs 101 of an inclined tower column, the hanging frame is firstly laid on the ground, the lower ends of a plurality of main ribs are respectively inserted into each main rib limiting pipe on the lower cross rod of the hanging frame, the upper ends of the main ribs are respectively clamped into each main rib limiting groove on the upper cross rod, the U-shaped limiting ribs are inserted into the jacks on two sides of the limiting grooves, then the hanging frame is lifted by the hanging frame connected with the lifting lugs on the hanging frame, and the main ribs are lifted to the construction height of the tower column 100. Because the inclination of gallows is unanimous with the tower column, constructor can accept the upper end and the lower extreme of main muscle 101 smoothly on the tower column construction section, then takes off the spacing muscle of the U type of the spacing notch of main muscle, promotes the main muscle and makes its lower extreme break away from the spacing pipe of main muscle, removes the mounted position on the tower column with the main muscle.

Claims (3)

1. An inclined tower column main reinforcement hoisting device which is characterized in that: comprises a hanging bracket and a hanging rod; the hanger comprises two longitudinal rods which are arranged in parallel and have a certain interval, a lower cross rod is welded between the lower ends of the two longitudinal rods, a plurality of main rib limiting pipes are longitudinally welded on the top surface of the lower cross rod along the lower cross rod, the axial direction of each main rib limiting pipe is parallel to the longitudinal rods, an upper cross rod is welded between the upper ends of the two longitudinal rods, a plurality of main rib limiting grooves are formed in one side of each upper cross rod, and the main rib limiting grooves correspond to the main rib limiting pipes one by one; the lifting rod is parallel to the upper cross rod of the lifting frame, lifting lugs are respectively arranged on the top surfaces of the two ends of the lifting rod, the upper ends of the two longitudinal rods are respectively connected with the bottoms of the two ends of the lifting rod, a second lifting rope is respectively connected with the bottoms of the two ends of the lifting rod in the middle of the two longitudinal rods, and the length of the second lifting rope is smaller than the length of the first lifting rope plus the length from the middle of the longitudinal rods to the upper ends of the longitudinal rods.
2. The tilting tower main rib hoisting device according to claim 1, wherein: the bottom of the upper cross rod is longitudinally welded with a limiting plate, one side of the limiting plate protrudes out of the upper cross rod by a certain width along the direction vertical to the longitudinal rod, and the main rib limiting groove is formed in one side of the limiting plate protruding out of the upper cross rod.
3. The tilting tower main rib hoisting device according to claim 2, characterized in that: the limiting plate is characterized in that two sides of each main rib limiting groove are respectively provided with an inserting hole, a U-shaped limiting rib is inserted into the inserting holes on two sides of each main rib limiting groove, the opening of the U-shaped limiting rib faces downwards, and two ends of the U-shaped limiting rib are respectively inserted into the inserting holes on two sides of each main rib limiting groove.
CN202320918641.XU 2023-04-22 2023-04-22 Tilting type tower column main rib hoisting device Active CN219652488U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202320918641.XU CN219652488U (en) 2023-04-22 2023-04-22 Tilting type tower column main rib hoisting device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202320918641.XU CN219652488U (en) 2023-04-22 2023-04-22 Tilting type tower column main rib hoisting device

Publications (1)

Publication Number Publication Date
CN219652488U true CN219652488U (en) 2023-09-08

Family

ID=87879568

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202320918641.XU Active CN219652488U (en) 2023-04-22 2023-04-22 Tilting type tower column main rib hoisting device

Country Status (1)

Country Link
CN (1) CN219652488U (en)

Similar Documents

Publication Publication Date Title
CN214740171U (en) Ancient building wall body hoist and mount migration device
CN219652488U (en) Tilting type tower column main rib hoisting device
CN207160223U (en) A kind of fulcrum-variable pin joint formula steel girder platform
CN209740490U (en) Lifting appliance suitable for lowering reinforcement cages with different diameters
CN215167862U (en) Be used in no counter weight hanging flower basket of parapet
CN201128882Y (en) Lifting and supporting brackets integrated construction device for bridge arch rib
CN210134364U (en) Bridge construction device
CN215925683U (en) Cable tower main reinforcement hoisting bracket
CN210087319U (en) Intelligent hydraulic lifting sliding module for hanging large-section special-shaped shaft steel strand
CN215905711U (en) Vertical lifting device of I-steel
CN112324153A (en) A reinforcement auxiliary device for job site
CN206538951U (en) A kind of steelframe precast stair
CN215714643U (en) Steel structure tower column vertical rotation construction reinforcing system
CN220664648U (en) Steel reinforcement cage hoist
CN215210545U (en) Hoisting structure for UHPC (ultra high performance polycarbonate) short-rib prefabricated slab
CN217579819U (en) Steel cover beam integral hoisting structure free of limitation of beam bottom space condition
CN211171659U (en) Height adjusting support for steel strand shuttle machine operation platform
CN218756994U (en) Steel bushing box welding construction hanging basket
CN220485156U (en) Hanging basket support in narrow space
CN219012074U (en) Stair for assembly type building construction
CN214570084U (en) Lifting appliance for steel structure installation
CN220098278U (en) Precast concrete manhole well hoist
CN217458425U (en) Lifting appliance for lifting bridge deck concrete baffle
CN216945882U (en) Prefabricated barricade wall body alignment jig of socket joint formula
CN212454446U (en) Anchor section trolley is widened to tunnel both sides

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant