CN109502477A - A kind of large-tonnage bridge floor crane anchoring rod system - Google Patents

A kind of large-tonnage bridge floor crane anchoring rod system Download PDF

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Publication number
CN109502477A
CN109502477A CN201811567603.4A CN201811567603A CN109502477A CN 109502477 A CN109502477 A CN 109502477A CN 201811567603 A CN201811567603 A CN 201811567603A CN 109502477 A CN109502477 A CN 109502477A
Authority
CN
China
Prior art keywords
anchoring
ear mount
anchor tie
bridge floor
rear anchor
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.)
Pending
Application number
CN201811567603.4A
Other languages
Chinese (zh)
Inventor
夏朝鹃
梁辉
李正兵
向华
王员根
朱东明
张延辉
曾宪攀
黄行裕
杨志明
闵理
罗亚容
龙俞伊
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 Railway Jiujiang Bridge Engineering Co Ltd
Original Assignee
China Railway Jiujiang Bridge Engineering 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 Railway Jiujiang Bridge Engineering Co Ltd filed Critical China Railway Jiujiang Bridge Engineering Co Ltd
Priority to CN201811567603.4A priority Critical patent/CN109502477A/en
Publication of CN109502477A publication Critical patent/CN109502477A/en
Pending legal-status Critical Current

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Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C9/00Travelling gear incorporated in or fitted to trolleys or cranes
    • B66C9/18Travelling gear incorporated in or fitted to trolleys or cranes with means for locking trolleys or cranes to runways or tracks to prevent inadvertent movements

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Foundations (AREA)

Abstract

A kind of large-tonnage bridge floor crane anchoring rod system, including rear anchor tie, the upper end of anchor tie is after adjusting nut is fixed on anchor beam after described, the lower end of anchor tie is connect with anchoring ear mount afterwards, the anchoring ear mount lower end, which sells axis connection, anchoring pulling plate, anchors the anchoring otic placode on the lower end connection girder steel of pulling plate.The present invention is connected using " bolt type ", is connected between rear anchor beam and anchoring ear mount by rear anchor tie, and fixed using adjustable nut, the feature for having pull rod stress clear, safe and reliable.

Description

A kind of large-tonnage bridge floor crane anchoring rod system
Technical field
The present invention relates to a kind of large-tonnage bridge floor crane anchoring rod systems.
Background technique
Bridge floor erecting crane is bridge erection special construction equipment, and the anchor of erecting crane is that crane is important Component part provides sufficient anchor force for crane, it is ensured that card complete machine safety and stability.As China's bridge floor erecting crane is specified Lifting capacity is increasing, and the rear anchor pulling force of crane is also just increasing, then the design requirement to anchor is also more next It is higher.
Under normal conditions the anchoring rod of anchor with anchoring ear mount using being threadedly coupled, and be casting process and At.But as bridge floor crane anchoring pulling force is increasing, anchoring ear mount size is increasing, and manufacturing cost also constantly adds Greatly, and it is dangerous.
Summary of the invention
Its purpose of the invention, which is that, provides a kind of large-tonnage bridge floor crane anchoring rod system, solves with bridge Crane anchoring pulling force in face is increasing, and anchoring ear mount size requirements are increasing, and there are manufacturing costs also to continue to increase, and not The problem of safety.
It adopts the technical scheme that achieve the above object, a kind of large-tonnage bridge floor crane anchoring rod system, Including rear anchor tie, it is described after anchor tie upper end after adjusting nut is fixed on anchor beam, the lower end of rear anchor tie and anchoring Ear mount connection, the anchoring ear mount lower end, which sells axis connection, anchoring pulling plate, anchors the anchoring on the lower end connection girder steel of pulling plate Otic placode.
Beneficial effect
The present invention has the following advantages that compared with prior art.
It is an advantage of the invention that being connected using " bolt type ", connected between rear anchor beam and anchoring ear mount by rear anchor tie, And fixed using adjustable nut, have pull rod stress clear, manufacturing cost is low, and safe and reliable advantage.
Detailed description of the invention
The invention will be further described with reference to the accompanying drawing.
Fig. 1 is schematic structural view of the invention;
Fig. 2 is structure of the invention side view;
Fig. 3 is the structural schematic diagram of rear anchor tie in the present invention;
Fig. 4 is the structural schematic diagram that ear mount is anchored in the present invention;
Fig. 5 is the structural side view that ear mount is anchored in the present invention.
Specific embodiment
This system includes rear anchor tie 2, and as Figure 1-Figure 5, the upper end of the rear anchor tie 2 is fixed through adjusting nut 1 On rear anchor beam 5, the lower end of rear anchor tie 2 is connect with anchoring ear mount 3, and 3 lower end of anchoring ear mount is connected with anchoring through pin shaft 6 Pulling plate 4, the lower end of anchoring pulling plate 4 connect the anchoring otic placode 7 on girder steel 8.
The upper end of anchor tie 2 is equipped with helicitic texture 21 corresponding with adjusting nut 1, the lower end of rear anchor tie 2 after described It is fixed with end-blocking plate 22, the lower end of rear anchor tie 2 is fixedly connected in anchoring ear mount 3 through end-blocking plate 22.
In the present invention, the rear anchor tie 2 is penetrated in the mounting hole of anchoring ear mount 3, the end-blocking plate 22 of rear 2 lower end of anchor tie It fixes in the mounting hole of anchoring ear mount 3, the upper end of rear anchor tie 2 is mounted on rear anchor beam 5 by adjusting nut 1, anchors ear The lower end of seat 3 is anchored at 7 on the anchoring otic placode of girder steel 8 by anchoring pulling plate 4, so that enough anchoring pulling force are provided for complete machine, Anchor counter-force is drawn by rear anchor after crane, and 2 are transferred in anchoring ear mount 3, is reached on girder steel 8, is adjusted finally by anchoring pulling plate 4 Spiral shell, 1 can carry out small range adjustment according to live actual height, to adapt to live height error.
The present invention in the specific implementation, uses six sets of dresses on a certain rated load weight 1800t erecting crane It sets, the anchoring of side purlin is arranged four sets altogether, and every two sets are arranged symmetrically, and middle purlin is arranged two sets, and anchor support reaction is very big after the crane, is More than ten times or even tens times of the anchoring support reaction of general crane, the anchoring rod stress is clear, securely and reliably, and uses effect Fruit is very good.

Claims (2)

1. a kind of large-tonnage bridge floor crane anchoring rod system, including rear anchor tie (2), which is characterized in that anchor after described The upper end of pull rod (2) is after adjusting nut (1) is fixed on anchor beam (5), and the lower end of rear anchor tie (2) and anchoring ear mount (3) are even It connects, the anchoring ear mount (3) lower end is connected with anchoring pulling plate (4) through pin shaft (6), and the lower end of anchoring pulling plate (4) connects girder steel (8) On anchoring otic placode (7).
2. a kind of large-tonnage bridge floor crane anchoring rod system according to claim 1, which is characterized in that after described The upper end of anchor tie (2) is equipped with helicitic texture (21) corresponding with adjusting nut (1), and the lower end of rear anchor tie (2) is fixed with The lower end of end-blocking plate (22), rear anchor tie (2) is fixedly connected in anchoring ear mount (3) through end-blocking plate (22).
CN201811567603.4A 2018-12-21 2018-12-21 A kind of large-tonnage bridge floor crane anchoring rod system Pending CN109502477A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201811567603.4A CN109502477A (en) 2018-12-21 2018-12-21 A kind of large-tonnage bridge floor crane anchoring rod system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201811567603.4A CN109502477A (en) 2018-12-21 2018-12-21 A kind of large-tonnage bridge floor crane anchoring rod system

Publications (1)

Publication Number Publication Date
CN109502477A true CN109502477A (en) 2019-03-22

Family

ID=65754004

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201811567603.4A Pending CN109502477A (en) 2018-12-21 2018-12-21 A kind of large-tonnage bridge floor crane anchoring rod system

Country Status (1)

Country Link
CN (1) CN109502477A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110540144A (en) * 2019-06-17 2019-12-06 中铁九桥工程有限公司 Mechanism for assisting rear anchor device to automatically pass through anchor cable
CN114753563A (en) * 2022-05-10 2022-07-15 上海久能机电制造有限公司 Windproof pull rod anchor seat capable of automatically leveling

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1959823A1 (en) * 1969-07-09 1970-09-17 Alliance Machine Co Anchoring device
CN202248913U (en) * 2011-08-05 2012-05-30 三一重工股份有限公司 Engineering machine
CN202508770U (en) * 2012-03-20 2012-10-31 武桥重工集团股份有限公司 Front portion anchoring device used for climbing crane
CN104528547A (en) * 2014-12-30 2015-04-22 徐州建机工程机械有限公司 Cargo boom pull rod structure, cargo boom and crane
CN207361624U (en) * 2017-08-07 2018-05-15 中交二公局第二工程有限公司 A kind of multi-functional walking erection crane structure
CN209367674U (en) * 2018-12-21 2019-09-10 中铁九桥工程有限公司 A kind of dedicated anchoring rod device of large-tonnage bridge floor crane

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1959823A1 (en) * 1969-07-09 1970-09-17 Alliance Machine Co Anchoring device
CN202248913U (en) * 2011-08-05 2012-05-30 三一重工股份有限公司 Engineering machine
CN202508770U (en) * 2012-03-20 2012-10-31 武桥重工集团股份有限公司 Front portion anchoring device used for climbing crane
CN104528547A (en) * 2014-12-30 2015-04-22 徐州建机工程机械有限公司 Cargo boom pull rod structure, cargo boom and crane
CN207361624U (en) * 2017-08-07 2018-05-15 中交二公局第二工程有限公司 A kind of multi-functional walking erection crane structure
CN209367674U (en) * 2018-12-21 2019-09-10 中铁九桥工程有限公司 A kind of dedicated anchoring rod device of large-tonnage bridge floor crane

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
王福胜: "变幅式桥面步履吊机施工技术", 公路与汽运, no. 162, pages 212 - 218 *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110540144A (en) * 2019-06-17 2019-12-06 中铁九桥工程有限公司 Mechanism for assisting rear anchor device to automatically pass through anchor cable
CN114753563A (en) * 2022-05-10 2022-07-15 上海久能机电制造有限公司 Windproof pull rod anchor seat capable of automatically leveling

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