CN104675179B - Jack up head tower installation hanger device and head tower construction method - Google Patents

Jack up head tower installation hanger device and head tower construction method Download PDF

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Publication number
CN104675179B
CN104675179B CN201510092573.6A CN201510092573A CN104675179B CN 104675179 B CN104675179 B CN 104675179B CN 201510092573 A CN201510092573 A CN 201510092573A CN 104675179 B CN104675179 B CN 104675179B
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CN
China
Prior art keywords
head tower
jack
suspension bracket
head
component
Prior art date
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Active
Application number
CN201510092573.6A
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Chinese (zh)
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CN104675179A (en
Inventor
张光桥
荣杰
丁震
魏忠芹
王培光
慕长青
倪红珍
胡文君
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.)
SHANDONG HIGHWAY & BRIDGE CONSTRUCTION Co.,Ltd.
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Shandong Luqiao Group Co Ltd
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Priority to CN201510092573.6A priority Critical patent/CN104675179B/en
Publication of CN104675179A publication Critical patent/CN104675179A/en
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Publication of CN104675179B publication Critical patent/CN104675179B/en
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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/34Arrangements for erecting or lowering towers, masts, poles, chimney stacks, or the like
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14Conveying or assembling building elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14Conveying or assembling building elements
    • E04G21/16Tools or apparatus
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14Conveying or assembling building elements
    • E04G21/16Tools or apparatus
    • E04G21/163Jacks specially adapted for working-up building elements

Abstract

The present invention relates to a kind of jack up head tower installation hanger device and head tower construction method, belong to traffic engineering technical applications.Jack up head tower installation hanger device, including: suspension bracket body;Hoisting machine tool;The facility that vertically climb can make suspension bracket body be mounted opposite the axial vertical lifting of middle head tower;Longitudinally adjusted facility can adjust the component front and back position of the head tower lifted;With laterally adjust facility, it is possible to adjust the component right position of head tower lifted.The construction method of a kind of head tower, comprises the following steps: install jack up head tower installation hanger device;Utilize hoisting machine tool to hang the component of head tower, and slowly promote;The component of head tower is transported to design and installation position, and it carries out with the head tower sections constructed coupling is connected;Repeat the above steps, until installing the component of whole head towers.

Description

Jack up head tower installation hanger device and head tower construction method
Technical field
The present invention relates to a kind of jack up head tower installation hanger device and head tower construction method, belong to traffic engineering technology Application.
Background technology
The most domestic generally use the lifting machine such as tower crane or crawler crane when the lifting component such as head tower or steel anchor box.Adopt Needing that tower crane arranges firm attachment device with tower crane installation and guarantee that tower crane is stable, using crawler crane to install needs to arrange Enough counterweights carry out balancing hoisting machine center of gravity, and field operation labor intensity is relatively big, and field operation danger coefficient is big, simultaneously more than employing Technique all uses hoister in large tonnage tool, and mounting cost is high.
Summary of the invention
The invention provides one of purpose and there is provided a kind of simple in construction, the installation of easy to operate jack up head tower with hanging Rack device.
The technical solution used in the present invention is as follows:
A kind of jack up head tower installation hanger device, including:
Suspension bracket body, is arranged on mounted head tower, has 4 vertically arranged suspension bracket columns, the top of suspension bracket column End is provided with the crossbeam of horizontally set;
Hoisting machine tool, arranges on crossbeam, for lifting the component of head tower;
Vertically climb facility, including identical four groups of structure, is correspondingly arranged at respectively on suspension bracket column, and with suspension bracket body It is connected, it is possible to make suspension bracket body be mounted opposite the axial vertical lifting of middle head tower;
Longitudinally adjusted facility, including identical two groups of structure, are separately positioned on crossbeam, and are connected with hoisting machine tool, energy Enough adjust the component front and back position of the head tower lifted;With
Laterally adjust facility, including identical two groups of structure, it is possible to adjust the component right position of the head tower lifted.
Above-mentioned jack up head tower installation hanger device preferred version, often organizes the facility that vertically climb and includes balladeur train and vertical thousand Jin top, balladeur train one end connects in an installation on head tower, and the other end is connected to suspension bracket column, and vertical jack one end is with balladeur train even Connecing, during the other end is installed, head tower connects, and vertical jack is connected with head tower in installation with balladeur train junction and vertical jack Place is equipped with rotatable spine block.
Above-mentioned jack up head tower installation hanger device preferred version, often organize longitudinally adjusted facility include longitudinal jack and Longitudinal spine block, longitudinal jack one end is connected with hoisting machine tool, and the other end is connected with longitudinal spine block, and longitudinal spine block can be at crossbeam Upper slip.
Above-mentioned jack up head tower installation hanger device preferred version, often group laterally adjust facility include traversing jack and Bearing beam, bearing beam is fixed on crossbeam end face, and traversing jack two ends connect bearing beam and hoisting machine tool respectively.
Above-mentioned jack up head tower installation hanger device preferred version, suspension bracket body uses 4 vertically arranged suspension bracket columns, Vertically and horizontally be welded between suspension bracket column tower structure.
The two of the object of the invention there is provided the head tower construction method that a kind of efficiency is high.
The technical solution used in the present invention is as follows:
The construction method of a kind of head tower, comprises the following steps:
1) according to conventional construction method construction steel tower base, jack up head tower peace described in any one of Claims 1-4 is installed Dress hanger device;The component of head tower is transported to below jack up head tower installation hanger device;
2) utilize hoisting machine tool to hang the component of head tower, and slowly promote, until being promoted to design height position;
3) utilize longitudinally adjusted facility and laterally adjust facility adjustment hoisting machine tool position on crossbeam, by the structure of head tower Part is transported to design and installation position, and it carries out with the head tower sections constructed coupling is connected, saves until completing this head tower Section construction;
4) repeat the above steps, until installing the component of whole head towers.
Beneficial effects of the present invention:
1, on suspension bracket column, there are the facility that vertically climb, it is achieved certainly climb, hanging of head tower component under various operating mode can be met Dress, strong adaptability, improves work efficiency;
2, on crossbeam top arrange longitudinally adjusted facility and laterally adjust facility, it is achieved the quick position matching of head tower.
3, compare tradition hoisting, it is not necessary to other attachment devices, there is simple in construction, easy to operate, efficiency of construction High feature.
Accompanying drawing explanation
Fig. 1 is schematic front view of the present invention.
Fig. 2 is left view schematic diagram of the present invention.
Fig. 3 is longitudinally adjusted facility and crossbeam and hoisting machine tool connection diagram.
Fig. 4 is the implement structure schematic diagram that vertically climbs.
Fig. 5 is for laterally adjusting facility and crossbeam and hoisting machine tool connection diagram.
Fig. 6 is head tower preparation of construction schematic diagram.
Fig. 7 is the component schematic diagram that hoisting machine tool promotes head tower.
Fig. 8 is for adjusting hoisting machine tool relative to crossbeam front and back position schematic diagram.
Fig. 9 is for adjusting hoisting machine tool relative to crossbeam right position schematic diagram.
1. suspension bracket body, 2. crossbeam, 3. hoisting machine tool in figure, 4. longitudinal spine block, 5. longitudinal jack, the most vertical Jack, 7. spine block, 8. slide rail, 9. component, 10. head tower, 11. laterally adjust facility, and 12. head tower bases, 13. hang Erect post.
Detailed description of the invention
In conjunction with the accompanying drawing in the embodiment of the present invention, the present invention is done and the most clearly and completely describes, described enforcement Example is only a part of embodiment of the present invention rather than whole embodiments.
With reference to accompanying drawing 1, Fig. 2, a kind of jack up head tower installation hanger device, including suspension bracket body, hoisting machine tool 3, erects To the facility that climb, longitudinally adjusted facility with laterally adjust facility 11.Wherein suspension bracket body 1 has suspension bracket column 13, suspension bracket column 13 are arranged on head tower base 12, and the top of suspension bracket column 13 is provided with the crossbeam 2 of horizontally set;Hoisting machine tool 3 arranges crossbeam 2 On, for lifting the component 9 of head tower;The facility that vertically climb include four groups that structure is identical, it is correspondingly arranged at suspension bracket respectively On column 13, and with and be connected with suspension bracket body, it is possible to make suspension bracket body be mounted opposite the axial vertical lifting of middle head tower;Longitudinally adjust Complete machine tool includes two groups that structure is identical, is separately positioned on crossbeam 2, and is connected with hoisting machine tool, it is possible to adjustment is lifted The component front and back position of head tower;Laterally adjust that facility include that structure is identical two groups, it is possible to adjust the component of the head tower lifted Right position.
With reference to accompanying drawing 4, often organizing the facility that vertically climb and include slide rail 8, vertical jack 6 and spine block 7, slide rail 8 is fixed on steel On tower, vertical jack 6 one end is connected with slide rail 8, and the other end is connected with suspension bracket body, vertical jack 6 and slide rail 8 junction And vertically jack 6 and suspension bracket body junction are equipped with spine block 7.
Often organize longitudinally adjusted facility with reference to accompanying drawing 3 and include longitudinal jack 5 and longitudinal spine block 4, longitudinal jack 5 one end with Hoisting machine tool 3 connects, and the other end is connected with longitudinal spine block 4, and longitudinal spine block 4 can slide on crossbeam 2.
Laterally adjusting facility with reference to accompanying drawing 5 often group and include traversing jack 14 and bearing beam 15, bearing beam 15 is fixed on crossbeam 2 and pushes up On face, traversing jack 14 two ends connect bearing beam 15 and hoisting machine tool 3 respectively.
In the present embodiment, suspension bracket body 1 uses 4 vertically arranged suspension bracket columns, between suspension bracket column vertically and horizontally welding and Become tower structure.
The construction method of a kind of head tower, it is characterised in that comprise the following steps:
1) with reference to accompanying drawing 6, according to conventional construction method construction steel tower base, jack up head tower installation suspension bracket is installed and fills Put, and the component 9 of head tower is transported to below jack up head tower installation hanger device;
2) with reference to accompanying drawing 7, hoisting machine tool 3 is utilized to hang the structure of head tower, 9, and slowly promote, until being promoted to design height Position;
3) with reference to accompanying drawing 8, Fig. 9, utilize longitudinally adjusted facility and laterally adjust facility adjustment hoisting machine tool 3 on crossbeam 2 Position, the component 9 of head tower is transported to design and installation position, and carries out it with the head tower sections constructed mating even Connect, until completing this head tower segmental construction;
4) repeat the above steps, until installing the component 9 of whole head towers.
Above only describes ultimate principle and the preferred implementation of the present invention, those skilled in the art can be according to foregoing description Many changes may be made and improves, and these changes and improvements should belong to protection scope of the present invention.

Claims (6)

1. a jack up head tower installation hanger device, it is characterised in that including:
Suspension bracket body, is arranged on mounted head tower, has 4 vertically arranged suspension bracket columns, and the top of suspension bracket column sets There is the crossbeam of horizontally set;
Hoisting machine tool, arranges on crossbeam, for lifting the component of head tower;
Vertically climb facility, including identical four groups of structure, is correspondingly arranged at respectively on suspension bracket column, and with suspension bracket body phase Even, it is possible to make suspension bracket body be mounted opposite the axial vertical lifting of middle head tower;
Longitudinally adjusted facility, including identical two groups of structure, are separately positioned on crossbeam, and are connected with hoisting machine tool, it is possible to adjust The component front and back position of the whole head tower lifted;With
Laterally adjust facility, including identical two groups of structure, it is possible to adjust the component right position of the head tower lifted.
Jack up head tower installation hanger device the most according to claim 1, it is characterised in that: often organize the facility bag that vertically climbs Including slide rail, vertical jack and spine block, slide rail is fixed on head tower, and vertical jack one end is connected with slide rail, the other end with hang Frame body connects, and vertical jack is equipped with spine block with slide rail junction and vertical jack with suspension bracket body junction.
Jack up head tower installation hanger device the most according to claim 1, it is characterised in that: often organize longitudinally adjusted facility bag Including longitudinal jack and longitudinal spine block, longitudinal jack one end is connected with hoisting machine tool, and the other end is connected with longitudinal spine block, longitudinally Spine block can slide on crossbeam.
Jack up head tower installation hanger device the most according to claim 1, it is characterised in that: often group laterally adjusts facility bag Including traversing jack and bearing beam, bearing beam is fixed on crossbeam end face, and traversing jack two ends connect bearing beam and hoisting machine tool respectively.
5. according to jack up head tower installation hanger device described in any one of Claims 1-4, it is characterised in that: suspension bracket body Using 4 vertically arranged suspension bracket columns, be vertically and horizontally welded between suspension bracket column tower structure.
6. the construction method of a head tower, it is characterised in that comprise the following steps:
1) according to conventional construction method construction steel tower base, jack up head tower described in any one of Claims 1-4 is installed use is installed Hanger device;The component of head tower is transported to below jack up head tower installation hanger device;
2) utilize hoisting machine tool to hang the component of head tower, and slowly promote, until being promoted to design height position;
3) utilize longitudinally adjusted facility and laterally adjust facility adjustment hoisting machine tool position on crossbeam, the component of head tower is transported To design and installation position, and it is carried out with the head tower sections constructed coupling be connected, execute until completing this head tower sections Work;
4) repeat the above steps, until installing the component of whole head towers.
CN201510092573.6A 2015-03-02 2015-03-02 Jack up head tower installation hanger device and head tower construction method Active CN104675179B (en)

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Application Number Priority Date Filing Date Title
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CN104675179B true CN104675179B (en) 2016-11-16

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Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112160245B (en) * 2020-09-04 2022-06-07 中交路桥华南工程有限公司 Method for mounting variable cross-section tower section
CN112160244B (en) * 2020-09-04 2022-08-30 中交路桥华南工程有限公司 Method for mounting steel cross beam
CN112160243B (en) * 2020-09-04 2022-02-11 中交路桥华南工程有限公司 Steel tower lifting installation method
CN112681144B (en) * 2020-12-21 2023-08-18 中交路桥华南工程有限公司 Self-climbing installation method of steel cable tower
CN113857707B (en) * 2021-09-22 2023-04-18 中铁宝桥(扬州)有限公司 Welding deviation rectifying method for mounting axis of all-welded polygonal steel tower

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2133563Y (en) * 1992-05-27 1993-05-19 建设部长沙建筑机械研究所 Tower crane
CN2171651Y (en) * 1993-07-16 1994-07-13 朱永奋 Auto-lift climbing tower crane
JP3732414B2 (en) * 2001-02-15 2006-01-05 株式会社巴技研 Method and apparatus for constructing tower structure
CN101906878A (en) * 2010-07-27 2010-12-08 沈阳三环机械厂 Material-distributing mechanism fixed on tower crane
CN103352598A (en) * 2013-06-19 2013-10-16 中交四航局第三工程有限公司 Positioning tower used for mounting multilayer cubic blocks in deep water
CN204457048U (en) * 2015-03-02 2015-07-08 山东省路桥集团有限公司 Self lift type head tower installation hanger device

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2133563Y (en) * 1992-05-27 1993-05-19 建设部长沙建筑机械研究所 Tower crane
CN2171651Y (en) * 1993-07-16 1994-07-13 朱永奋 Auto-lift climbing tower crane
JP3732414B2 (en) * 2001-02-15 2006-01-05 株式会社巴技研 Method and apparatus for constructing tower structure
CN101906878A (en) * 2010-07-27 2010-12-08 沈阳三环机械厂 Material-distributing mechanism fixed on tower crane
CN103352598A (en) * 2013-06-19 2013-10-16 中交四航局第三工程有限公司 Positioning tower used for mounting multilayer cubic blocks in deep water
CN204457048U (en) * 2015-03-02 2015-07-08 山东省路桥集团有限公司 Self lift type head tower installation hanger device

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Effective date of registration: 20200429

Address after: 250000 Tiancheng Road, Tianqiao District, Jinan City, Shandong Province

Patentee after: SHANDONG HIGHWAY & BRIDGE CONSTRUCTION Co.,Ltd.

Address before: Huaiyin District of Ji'nan City, Shandong province 250021 five road No. 330

Patentee before: SHANDONG LUQIAO GROUP Co.,Ltd.