CN210216127U - Assembled concrete-filled steel tube super-high lattice pier - Google Patents

Assembled concrete-filled steel tube super-high lattice pier Download PDF

Info

Publication number
CN210216127U
CN210216127U CN201920525758.5U CN201920525758U CN210216127U CN 210216127 U CN210216127 U CN 210216127U CN 201920525758 U CN201920525758 U CN 201920525758U CN 210216127 U CN210216127 U CN 210216127U
Authority
CN
China
Prior art keywords
steel pipe
supporting
flat
truss
bolts
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
CN201920525758.5U
Other languages
Chinese (zh)
Inventor
Tingmin Mou
牟廷敏
Biyun Wang
汪碧云
Zhiqian Fu
傅支黔
Xuancheng You
游选成
Qingyang Li
李青洋
Hong Wang
王宏
Guobin Xiong
熊国斌
Chuanjian Zhong
钟川剑
Konghai Zuo
左孔海
Bin Pu
蒲彬
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.)
Sichuan Chuanjiao Road & Bridge Co Ltd
Original Assignee
Sichuan Chuanjiao Road & Bridge 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 Sichuan Chuanjiao Road & Bridge Co Ltd filed Critical Sichuan Chuanjiao Road & Bridge Co Ltd
Priority to CN201920525758.5U priority Critical patent/CN210216127U/en
Application granted granted Critical
Publication of CN210216127U publication Critical patent/CN210216127U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model provides an assembled steel pipe concrete superelevation lattice mound, includes steel pipe stand, flat supporting beam, raking strut beam, its characterized in that: a group of flat support beam connecting screw holes and bolts are arranged at the upper and lower openings of each steel pipe upright, and the flat support beams, the inclined support beams and the four steel pipe uprights are connected into a latticed pier through the flat support beam connecting screw holes and the bolts at the upper and lower openings of the four steel pipe uprights; two steel pipe upright columns in the transverse bridge direction are connected into a truss steel pipe upright column frame through a flat supporting beam and an inclined supporting beam, the flat supporting beam is connected through bolts, and the inclined supporting beam is connected through welding; two steel pipe upright posts along the bridge direction are connected through a flat supporting beam by adopting a bolt. The single truss splicing is carried out on the ground, so that the problems of large hoisting weight and high hoisting height of the four steel pipes of the lattice column of the main bridge can be effectively solved; the steel pipes are hoisted to the high altitude for assembly, so that the difficulties of overlong high altitude positioning and assembly operation time and high safety risk of a single steel pipe can be effectively prevented; realize that ground carries out single purlin concatenation, easily satisfy the hoist and mount requirement, reduce high altitude construction, reduce safe risk's purpose advantage.

Description

Assembled concrete-filled steel tube super-high lattice pier
Technical Field
The utility model relates to a construction component of super high pier, in particular to an assembled steel tube concrete super high lattice pier.
Background
The main pier of the Jinyang river in Jinyang county of Xichang city, Sichuan province, has a maximum pier height of 196m which is the first pier in the world of the same type. The pier column is a single-box single-chamber cross section formed by four-limb lattice columns and concrete rib plates among the columns, each lattice column is composed of steel pipes with the diameters of 1.5 m, 1.7 m and 1.9m and concrete with the thickness of 20cm wrapped outside, and the wall thickness of the concrete rib plates among the lattice columns is 50 cm. C80 self-compacting compensation shrinkage concrete is arranged in the steel pipe, and the other parts are C30 self-compacting compensation shrinkage concrete. Vertical every 12m sets up the cross slab of a 1m thick in the mound, and the lattice mound steel pipe divides segment length and the corresponding baffle interval, establishes flat beam and bracing beam between the steel pipe.
According to design specifications and requirements, the opinions of multiple industry experts are heard in combination with the actual situation of a project site, and the construction method of the main pier of the bridge is designed into the fabricated concrete-filled steel tube lattice pier on the premise of ensuring construction safety by the most scientific construction method according to the overall design thought.
Disclosure of Invention
The utility model discloses the aim at of invention: the assembled steel tube concrete ultrahigh-lattice pier is a subject structure of a pier by adopting standard segment steel tube columns, flat bracing beams and diagonal bracing beams, two steel tube columns are spliced into a truss steel tube column frame on the ground through the flat bracing beams and the diagonal bracing beams, the truss steel tube column frame is hoisted to the high altitude and is temporarily fixed firstly, and then the truss steel tube column frame is welded up and down after being accurately put in place through debugging. The single truss splicing is carried out on the ground, so that the problems of large hoisting weight and high hoisting height of the four steel pipes of the lattice column of the main bridge can be effectively solved; the steel pipes are hoisted to the high altitude for assembly, so that the difficulties of overlong high altitude positioning and assembly operation time and high safety risk of a single steel pipe can be effectively prevented; the purposes of carrying out single-truss splicing on the ground, easily meeting the hoisting requirement, reducing high-altitude operation and reducing safety risk are achieved.
The purpose of the utility model is realized by implementing the following technical scheme:
the utility model provides an assembled steel pipe concrete superelevation lattice mound, includes steel pipe stand, flat supporting beam, raking strut beam, its characterized in that: a group of flat support beam connecting screw holes are formed in the upper opening and the lower opening of each steel pipe upright post at an angle of 90 degrees, and the flat support beams, the inclined support beams and the steel pipe upright posts are connected into a latticed pier through the flat support beam connecting screw holes formed in the upper openings and the lower openings of the four steel pipe upright posts; two steel pipe upright columns in the transverse bridge direction are connected into a truss steel pipe upright column frame through a flat supporting beam and an inclined supporting beam, the flat supporting beam is connected through bolts, and the inclined supporting beam is connected through welding; two steel pipe upright posts along the bridge direction are connected through a flat support beam by adopting a bolt; the upper opening and the lower opening of the steel pipe upright of each truss steel pipe upright frame are also horizontally provided with a plurality of groups of temporary connecting screw holes and bolts;
temporary downward hanging croquet mallets are arranged in the top ends of the steel pipes of the truss steel pipe column frames temporarily connected with the bolts;
and a temporary deviation rectifying jack is arranged at the inner joint of the steel pipe for completing concrete pouring.
The utility model discloses the advantage is: the assembled steel tube concrete ultrahigh-lattice pier is a subject structure of a pier by adopting standard segment steel tube columns, flat bracing beams and diagonal bracing beams, two steel tube columns are spliced into a truss steel tube column frame on the ground through the flat bracing beams and the diagonal bracing beams, the truss steel tube column frame is hoisted to the high altitude and is temporarily fixed firstly, and then the truss steel tube column frame is welded up and down after being accurately put in place through debugging. The single truss splicing is carried out on the ground, so that the problems of large hoisting weight and high hoisting height of the four steel pipes of the lattice column of the main bridge can be effectively solved; the steel pipes are hoisted to the high altitude for assembly, so that the difficulties of overlong high altitude positioning and assembly operation time and high safety risk of a single steel pipe can be effectively prevented; realize that ground carries out single purlin concatenation, easily satisfy the hoist and mount requirement, reduce high altitude construction, reduce safe risk's purpose advantage.
Drawings
FIG. 1 is a top view of a steel truss column in a cross bridge direction;
FIG. 2 is a front view of a steel truss column in the direction of a transverse bridge;
FIG. 3 is a top view of a steel truss column in the longitudinal direction of the bridge;
FIG. 4 is a front view of a steel truss column in the longitudinal direction of the bridge;
FIG. 5 is a front view of a transverse bridge with two trussed steel pipe upright frames spliced up and down;
FIG. 6 is a front view of vertical bridge direction two trussed steel pipe column frames spliced up and down;
FIG. 7 is a top view of a steel pipe column rack from a transverse bridge;
FIG. 8 is a top view of a steel pipe column rack from a longitudinal bridge;
FIG. 9 is a perspective view of a steel tube truss in a direction of a cross bridge
The labels in the figure are: 1 is the steel pipe stand, 2 is flat supporting beam, 3 is the bracing beam, 4 is flat supporting beam connection screw, 5 is interim connection screw and bolt, 6 is the jack of rectifying temporarily, 7 is the hammer of hanging down temporarily.
Detailed Description
Example 1: assembled concrete-filled steel tube super-high lattice pier
The method is characterized in that: a group of flat supporting beam connecting screw holes 4 are formed in the upper opening and the lower opening of each steel pipe upright post 1 at an angle of 90 degrees, and the flat supporting beams 2 and the inclined supporting beams 3 are connected with the steel pipe upright posts 1 to form a latticed pier through the flat supporting beam connecting screw holes 4 formed in the upper openings and the lower openings of the four steel pipe upright posts 1; two steel pipe upright posts 1 in the transverse bridge direction are connected into a truss steel pipe upright post frame through a flat supporting beam 2 and an inclined supporting beam 3, the flat supporting beams are connected through bolts, and the inclined supporting beams are connected through welding; two steel pipe upright posts 1 along the bridge direction are connected by bolts through a flat supporting beam 2; the upper and lower openings of the steel pipe upright of each truss steel pipe upright frame are also horizontally provided with a plurality of groups of temporary connecting screw holes and bolts 5;
temporary downward hanging croquet mallets 7 are arranged in the top ends of the steel pipes of the truss steel pipe column frames temporarily connected with the bolts;
and a temporary deviation rectifying jack 6 is arranged at the inner joint of the steel pipe for completing concrete pouring.
The horizontal bracing beam and the diagonal bracing beam between two steel pipe columns in the transverse bridge direction are spliced into a truss steel pipe column frame on the ground, then the truss steel pipe column frame is hoisted to the high altitude and the upper opening of the installed lattice pier steel pipe column, a temporary connecting bolt is firstly used, then a temporary downward hanging hammer ball is arranged in the top end of the truss steel pipe to check whether the central position of the steel pipe column is centered, a temporary deviation rectifying jack is required to be arranged at the inner joint of the steel pipe which completes concrete pouring for a deviation rectifying part, after the deviation rectifying work is completed, the horizontal bracing beam in the bridge direction is timely installed, then the upper and lower lattice pier steel pipe columns are welded, and after the two truss steel pipe columns are spliced into a steel pipe lattice pier in the air, concrete is finally poured in the steel pipe column; after the concrete poured in the pipe reaches the required strength, hoisting and welding the steel pipe upright post frames to the designed height of the pier by one steel pipe truss from bottom to top according to the steps.

Claims (1)

1. The utility model provides an assembled steel pipe concrete superelevation lattice mound, includes by four steel pipe stands, flat supporting beam, bracing beam, its characterized in that: a group of flat supporting beam connecting screw holes (4) are formed in the upper opening and the lower opening of each steel pipe column (1) at an angle of 90 degrees, and the flat supporting beams (2) and the inclined supporting beams (3) are connected with the steel pipe columns (1) into a latticed pier through the flat supporting beam connecting screw holes (4) formed in the upper openings and the lower openings of the four steel pipe columns (1); two steel pipe upright posts (1) in the transverse bridge direction are connected into a truss steel pipe upright post frame through a flat supporting beam (2) and an inclined supporting beam (3), the flat supporting beam is connected through a bolt, and the inclined supporting beam is connected through welding; two steel pipe upright posts (1) along the bridge direction are connected through a flat supporting beam (2) by bolts; the upper opening and the lower opening of the steel pipe upright of each truss steel pipe upright frame are also horizontally provided with a plurality of groups of upright temporary connecting screw holes and bolts (5);
temporary down-hanging mallets (7) are arranged in the top ends of the steel pipes of the truss steel pipe column frames temporarily connected with the bolts;
a temporary deviation-rectifying jack (6) is arranged at the inner joint of the steel pipe for completing concrete pouring.
CN201920525758.5U 2019-04-18 2019-04-18 Assembled concrete-filled steel tube super-high lattice pier Active CN210216127U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201920525758.5U CN210216127U (en) 2019-04-18 2019-04-18 Assembled concrete-filled steel tube super-high lattice pier

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201920525758.5U CN210216127U (en) 2019-04-18 2019-04-18 Assembled concrete-filled steel tube super-high lattice pier

Publications (1)

Publication Number Publication Date
CN210216127U true CN210216127U (en) 2020-03-31

Family

ID=69923329

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201920525758.5U Active CN210216127U (en) 2019-04-18 2019-04-18 Assembled concrete-filled steel tube super-high lattice pier

Country Status (1)

Country Link
CN (1) CN210216127U (en)

Similar Documents

Publication Publication Date Title
CN103643800A (en) Lifting installation system for buckling restrained supporting member and construction method thereof
CN106337555A (en) Method for constructing triangular steel support for cantilever structure of outer wall of building
CN104389419A (en) Cantilevered formwork platform installation structure and construction method
CN101503908A (en) Construction method for spacing suspension cable structural template support platform
CN206328678U (en) Steel box-girder chooses arm and steel guard rail installs dual-purpose type Mobile operating platform
CN105442839A (en) Erecting method of cantilever structure formwork bent
CN206873307U (en) Movable type bridge justifies pier stud work high above the ground operating platform
CN206692235U (en) A kind of steel structure dome lifts by crane erecting device
CN210216127U (en) Assembled concrete-filled steel tube super-high lattice pier
CN202766974U (en) Bent cap bearing frame without full framing
CN110878522B (en) Main tower lower cross beam construction system and construction method
CN210597882U (en) Lattice type steel reinforced concrete combined column beam column node
CN110670483A (en) Steel pipe concrete combined main tower
CN103866692A (en) Novel assembling method for bent cap bearing frame
CN110965470A (en) Main tower cross brace structure system capable of bearing three-way load and construction method
CN102777050B (en) Assembly type jig frame for longspan pipe truss roof girder
CN108797350B (en) Tower column inner and outer stiff skeleton device and construction method thereof
CN214737303U (en) Truss type steel pipe concrete cable tower structure
CN211171623U (en) Steel pipe concrete combined main tower
CN210164286U (en) Support arrangement for high altitude large-span steel structure truss installation usefulness
CN212176590U (en) Outer frame safety protection structure is exempted from to assembled building
CN211312597U (en) Early-dismantling construction system for movable formwork of comprehensive pipe gallery
CN211547346U (en) Formwork system for construction of inclined cable tower
CN209797423U (en) Frame system of self-climbing type heavy elevator
CN212105059U (en) Light truss of high formwork

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant