CN104675179A - Self-elevating type hanging bracket device for mounting steel tower and construction method for steel tower - Google Patents
Self-elevating type hanging bracket device for mounting steel tower and construction method for steel tower Download PDFInfo
- Publication number
- CN104675179A CN104675179A CN201510092573.6A CN201510092573A CN104675179A CN 104675179 A CN104675179 A CN 104675179A CN 201510092573 A CN201510092573 A CN 201510092573A CN 104675179 A CN104675179 A CN 104675179A
- Authority
- CN
- China
- Prior art keywords
- head tower
- steel tower
- suspension bracket
- machine tool
- tower
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/34—Arrangements for erecting or lowering towers, masts, poles, chimney stacks, or the like
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/163—Jacks specially adapted for working-up building elements
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention relates to a self-elevating type hanging bracket device for mounting a steel tower and a construction method for the steel tower, and belongs to the application field of traffic engineering technology. The self-elevating type hanging bracket device for mounting the steel tower comprises a hanging bracket body, a hoisting machine tool, a vertical climbing machine tool used for driving the hanging bracket body to ascend and descend axially and vertically relative to the steel tower in the mounting process, a longitudinal adjusting machine tool used for adjusting the front and back positions of a hoisted structural member of the steel tower, a transverse adjusting machine tool used for adjusting the left and right positions of the hoisted structural member of the steel tower. The construction method for the steel tower comprises the following steps: the self-elevating type hanging bracket for mounting the steel tower is mounted; the structural members of the steel tower are hoisted by the hoisting machine tool and lifted upwards slowly; the structural members of the steel tower are transported to the designed mounting positions, and are connected with as-built steel tower segments in a matched manner; the above steps are repeatedly carried out until all the structural members of the steel tower are mounted.
Description
Technical field
The present invention relates to a kind of self lift type head tower installation hanger device and head tower construction method, belong to traffic engineering technical applications.
Background technology
Domesticly at present usually adopt the lifting machine such as tower crane or crawler crane when the lifting component such as head tower or steel anchor box.Adopt tower crane install need to tower crane arrange firmly attachment device to guarantee tower crane stablize, adopt crawler crane installation that needing, enough counterweights are set and carry out balancing hoisting machine center of gravity, field operation labour intensity is larger, field operation danger coefficient is large, what adopt above technique all to adopt is hoister in large tonnage tool simultaneously, and mounting cost is high.
Summary of the invention
The invention provides one of object and there is provided simple, the easy to operate self lift type head tower installation hanger device of a kind of structure.
The technical solution used in the present invention is as follows:
A kind of self lift type head tower installation hanger device, comprising:
Suspension bracket body, is arranged on mounted head tower, and have 4 suspension bracket columns vertically arranged, the top of suspension bracket column is provided with the crossbeam of horizontally set;
Hoisting machine tool, arranges on crossbeam, for lifting the component of head tower;
Vertically climb facility, and comprise four groups that structure is identical, correspondence is arranged on suspension bracket column respectively, and is connected with suspension bracket body, and suspension bracket body can be made to be mounted opposite the axial vertical lifting of middle head tower;
Longitudinally adjust facility, comprise two groups that structure is identical, be separately positioned on crossbeam, and be connected with hoisting machine tool, can adjust by the component front and back position of the head tower lifted; With
Laterally adjust facility, comprise two groups that structure is identical, can adjust by the component right position of the head tower lifted.
Above-mentioned self lift type head tower installation hanger device preferred version, often organize the facility that vertically climb and comprise balladeur train and vertical jack, balladeur train one end connects in an installation on head tower, the other end is connected to suspension bracket column, vertical jack one end is connected with balladeur train, the other end install in head tower connect, vertical jack and balladeur train junction and vertical jack are equipped with rotatable sour jujube block with head tower junction in installation.
Above-mentioned self lift type head tower installation hanger device preferred version, often group longitudinal adjustment facility comprise longitudinal jack and longitudinal sour jujube block, and longitudinal jack one end is connected with hoisting machine tool, and the other end is connected with longitudinal sour jujube block, and longitudinal sour jujube block can slide on crossbeam.
Above-mentioned self lift type head tower installation hanger device preferred version, often group horizontal adjustment facility comprise traversing jack and bearing beam, and bearing beam is fixed on crossbeam end face, and traversing jack two ends connect bearing beam and hoisting machine tool respectively.
Above-mentioned self lift type head tower installation hanger device preferred version, suspension bracket body adopts 4 vertically to arrange suspension bracket column, in length and breadth to the tower structure that is welded between suspension bracket column.
Two of the object of the invention there is provided the high head tower construction method of a kind of efficiency.
The technical solution used in the present invention is as follows:
A construction method for head tower, comprises the following steps:
1) conveniently construction method construction steel tower base, installs self lift type head tower installation hanger device described in any one of Claims 1-4; The component of head tower is transported to below self lift type head tower installation hanger device;
2) utilize hoisting machine tool to hang the component of head tower, and slowly promote, until be promoted to design height position;
3) utilize longitudinally adjustment facility and laterally the adjustment facility adjustment position of hoisting machine tool on crossbeam, the component of head tower is transported to design and installation position, and it is carried out coupling with the head tower sections of having constructed be connected, until complete this head tower segmental construction;
4) above-mentioned steps is repeated, until by complete for the Components installation of whole head tower.
Beneficial effect of the present invention:
1, suspension bracket column has the facility that vertically climb, realize from climbing, can meet the lifting of head tower component under various operating mode, strong adaptability, increases work efficiency;
2, longitudinal direction crossbeam top arranged adjusts facility and laterally adjusts facility, realizes the quick position coupling of head tower.
3, compare traditional hoisting, do not need other attachment devices, have the advantages that structure is simple, easy to operate, efficiency of construction is high.
Accompanying drawing explanation
Fig. 1 is schematic front view of the present invention.
Fig. 2 is that schematic diagram is looked on a left side of the present invention.
Fig. 3 is longitudinally adjustment facility and crossbeam and hoisting machine tool connection diagram.
Fig. 4 is the implement structure schematic diagram that vertically climbs.
Fig. 5 is laterally adjustment 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 adjustment hoisting machine tool relative crossbeam front and back position schematic diagram.
Fig. 9 is adjustment hoisting machine tool relative crossbeam right position schematic diagram.
1. suspension bracket body, 2. crossbeam, 3. hoisting machine tools in figure, 4. longitudinal sour jujube block, 5. longitudinal jack, 6. vertical jack, 7. sour jujube block, 8. slide rail, 9. component, 10. head tower, 11. laterally adjust facility, 12. head tower bases, 13. suspension bracket columns.
Detailed description of the invention
In conjunction with the accompanying drawing in the embodiment of the present invention, do describe clearly and completely further the present invention, described embodiment is only the present invention's part embodiment, instead of whole embodiments.
With reference to accompanying drawing 1, Fig. 2, a kind of self lift type head tower installations hanger device, comprises suspension bracket body, hoisting machine tool 3, vertically to climb facility, longitudinally adjustment facility and laterally adjust facility 11.Wherein suspension bracket body 1 has suspension bracket column 13, and suspension bracket column 13 is 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 on crossbeam 2, for lifting the component 9 of head tower; The facility that vertically climb comprise identical four groups of structure, correspondence is arranged on suspension bracket column 13 respectively, and with and be connected with suspension bracket body, suspension bracket body can be made to be mounted opposite the axial vertical lifting of middle head tower; Longitudinally adjustment facility comprise identical two groups of structure, are separately positioned on crossbeam 2, and are connected with hoisting machine tool, can adjust by the component front and back position of the head tower lifted; Laterally adjustment facility comprise identical two groups of structure, can adjust by the component right position of the head tower lifted.
With reference to accompanying drawing 4, often organize the facility that vertically climb and comprise slide rail 8, vertical jack 6 and sour jujube block 7, slide rail 8 is fixed on head tower, vertical jack 6 one end is connected with slide rail 8, the other end is connected with suspension bracket body, and vertical jack 6 is equipped with sour jujube block 7 with slide rail 8 junction and vertical jack 6 with suspension bracket body junction.
Often organize longitudinally adjustment facility with reference to accompanying drawing 3 and comprise longitudinal jack 5 and longitudinal sour jujube block 4, longitudinal jack 5 one end is connected with hoisting machine tool 3, and the other end is connected with longitudinal sour jujube block 4, and longitudinal sour jujube block 4 can slide on crossbeam 2.
Often organize laterally adjustment facility with reference to accompanying drawing 5 and comprise traversing jack 14 and bearing beam 15, bearing beam 15 is fixed on crossbeam 2 end face, and traversing jack 14 two ends connect bearing beam 15 and hoisting machine tool 3 respectively.
In the present embodiment, suspension bracket body 1 adopts 4 vertically to arrange suspension bracket column, in length and breadth to the tower structure that is welded between suspension bracket column.
A construction method for head tower, is characterized in that comprising the following steps:
1) with reference to accompanying drawing 6, conveniently construction method construction steel tower base, self lift type head tower installation hanger device is installed, and the component 9 of head tower is transported to below self lift type head tower installation hanger device;
2) with reference to accompanying drawing 7, utilize hoisting machine tool 3 to hang the structure of head tower, 9, and slowly promote, until be promoted to design height position;
3) with reference to accompanying drawing 8, Fig. 9, utilize longitudinally adjustment facility and laterally the adjustment facility adjustment position of hoisting machine tool 3 on crossbeam 2, the component 9 of head tower is transported to design and installation position, and it is carried out coupling with the head tower sections of having constructed is connected, until complete this head tower segmental construction;
4) above-mentioned steps is repeated, until installed by the component 9 of whole head tower.
Above only describes general principle of the present invention and preferred embodiment, those skilled in the art can make many changes and improvements according to foregoing description, and these changes and improvements should belong to protection scope of the present invention.
Claims (6)
1. a self lift type head tower installation hanger device, is characterized in that, comprising:
Suspension bracket body, is arranged on mounted head tower, and have 4 suspension bracket columns vertically arranged, the top of suspension bracket column is provided with the crossbeam of horizontally set;
Hoisting machine tool, arranges on crossbeam, for lifting the component of head tower;
Vertically climb facility, and comprise four groups that structure is identical, correspondence is arranged on suspension bracket column respectively, and is connected with suspension bracket body, and suspension bracket body can be made to be mounted opposite the axial vertical lifting of middle head tower;
Longitudinally adjust facility, comprise two groups that structure is identical, be separately positioned on crossbeam, and be connected with hoisting machine tool, can adjust by the component front and back position of the head tower lifted; With
Laterally adjust facility, comprise two groups that structure is identical, can adjust by the component right position of the head tower lifted.
2. self lift type head tower installation hanger device according to claim 1, it is characterized in that: often organize the facility that vertically climb and comprise slide rail, vertical jack and sour jujube block, slide rail is fixed on head tower, vertical jack one end is connected with slide rail, the other end is connected with suspension bracket body, and vertical jack and slide rail junction and vertical jack and suspension bracket body junction are equipped with sour jujube block.
3. self lift type head tower installation hanger device according to claim 1, it is characterized in that: often group longitudinal adjustment facility comprise longitudinal jack and longitudinal sour jujube block, longitudinal jack one end is connected with hoisting machine tool, and the other end is connected with longitudinal sour jujube block, and longitudinal sour jujube block can slide on crossbeam.
4. self lift type head tower installation hanger device according to claim 1, is characterized in that: often group laterally adjustment facility comprise 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. self lift type head tower installation hanger device according to any one of Claims 1-4, is characterized in that: suspension bracket body adopts 4 vertically to arrange suspension bracket column, in length and breadth to the tower structure that is welded between suspension bracket column.
6. a construction method for head tower, is characterized in that comprising the following steps:
1) conveniently construction method construction steel tower base, installs self lift type head tower installation hanger device described in any one of Claims 1-4; The component of head tower is transported to below self lift type head tower installation hanger device;
2) utilize hoisting machine tool to hang the component of head tower, and slowly promote, until be promoted to design height position;
3) utilize longitudinally adjustment facility and laterally the adjustment facility adjustment position of hoisting machine tool on crossbeam, the component of head tower is transported to design and installation position, and it is carried out coupling with the head tower sections of having constructed be connected, until complete this head tower segmental construction;
4) above-mentioned steps is repeated, until by complete for the Components installation of whole head tower.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510092573.6A CN104675179B (en) | 2015-03-02 | 2015-03-02 | Jack up head tower installation hanger device and head tower construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510092573.6A CN104675179B (en) | 2015-03-02 | 2015-03-02 | Jack up head tower installation hanger device and head tower construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104675179A true CN104675179A (en) | 2015-06-03 |
| CN104675179B CN104675179B (en) | 2016-11-16 |
Family
ID=53310723
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510092573.6A Active CN104675179B (en) | 2015-03-02 | 2015-03-02 | Jack up head tower installation hanger device and head tower construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104675179B (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112160244A (en) * | 2020-09-04 | 2021-01-01 | 中交路桥华南工程有限公司 | Method for mounting steel cross beam |
| CN112160243A (en) * | 2020-09-04 | 2021-01-01 | 中交路桥华南工程有限公司 | Steel tower lifting installation method |
| CN112160245A (en) * | 2020-09-04 | 2021-01-01 | 中交路桥华南工程有限公司 | Method for mounting variable cross-section tower section |
| CN112681144A (en) * | 2020-12-21 | 2021-04-20 | 中交路桥华南工程有限公司 | Self-climbing type installation method of steel cable tower |
| CN113857707A (en) * | 2021-09-22 | 2021-12-31 | 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)
| 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 |
-
2015
- 2015-03-02 CN CN201510092573.6A patent/CN104675179B/en active Active
Patent Citations (6)
| 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 |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112160244A (en) * | 2020-09-04 | 2021-01-01 | 中交路桥华南工程有限公司 | Method for mounting steel cross beam |
| CN112160243A (en) * | 2020-09-04 | 2021-01-01 | 中交路桥华南工程有限公司 | Steel tower lifting installation method |
| CN112160245A (en) * | 2020-09-04 | 2021-01-01 | 中交路桥华南工程有限公司 | Method for mounting variable cross-section tower section |
| 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 |
| WO2022048317A1 (en) * | 2020-09-04 | 2022-03-10 | 中交路桥华南工程有限公司 | Steel tower lifting and mounting method |
| 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 |
| CN112681144A (en) * | 2020-12-21 | 2021-04-20 | 中交路桥华南工程有限公司 | Self-climbing type installation method of steel cable tower |
| 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 |
| CN113857707A (en) * | 2021-09-22 | 2021-12-31 | 中铁宝桥（扬州）有限公司 | Welding deviation rectifying method for mounting axis of all-welded polygonal steel tower |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104675179B (en) | 2016-11-16 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204875552U (en) | Frame bridge crane vertical lift structure | |
| CN104675179A (en) | Self-elevating type hanging bracket device for mounting steel tower and construction method for steel tower | |
| CN104632088A (en) | Petroleum drilling machine tower-shaped derrick sleeving mounting method | |
| CN106584061A (en) | Rotating disk platform type steel structure assembly device | |
| CN105003082A (en) | Glass curtain wall mounting equipment and glass curtain mounting method | |
| CN103967284B (en) | The steel column installation method of reserved stigma docking | |
| CN104989111A (en) | Construction method for steel structure high-rise hoisting | |
| CN104291222A (en) | Rigid protection and crane integration system inside super high-rise building core tube | |
| CN204625045U (en) | A kind of steel structure hoisting door shaped stent formula hanging apparatus | |
| CN204714475U (en) | Tow lift and wrecking equipment thereof | |
| CN204454235U (en) | A kind of novel many suspension centres equalizing bar device | |
| CN103434933B (en) | Large member hoisting in-position device and in-position method | |
| CN204457048U (en) | Self lift type head tower installation hanger device | |
| CN202864675U (en) | Shaft-type part hoisting tool | |
| CN204661163U (en) | A kind of Multifunction transformer sleeve pipe lifting support | |
| CN204125841U (en) | For the movable Lifting basket of constructing under bridge floor | |
| CN207863871U (en) | A kind of derrick for repairing equipment for petroleum drilling | |
| CN205766057U (en) | A kind of circular magnesium alloy die casting hitch | |
| CN203855324U (en) | Lifting device for installing and removing underground coal mine working face | |
| CN103723638B (en) | The climbing support of tower crane and tower crane | |
| CN203728491U (en) | Jacking device for heavy type parts for machining automobiles | |
| CN205820743U (en) | A kind of power equipment Multifunctional carrying car | |
| CN207226943U (en) | A kind of double crossbeam synchronous hoisting devices | |
| CN203307370U (en) | Annular mounting bracket for hoisting smelting converter | |
| CN107288354B (en) | Construction method for overall displacement of gantry crane |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | 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 | ||
| TR01 | Transfer of patent right |
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. |
|
| TR01 | Transfer of patent right |