CN111561211B - Tower with guide rail - Google Patents
Tower with guide rail Download PDFInfo
- Publication number
- CN111561211B CN111561211B CN202010255125.4A CN202010255125A CN111561211B CN 111561211 B CN111561211 B CN 111561211B CN 202010255125 A CN202010255125 A CN 202010255125A CN 111561211 B CN111561211 B CN 111561211B
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- Prior art keywords
- tower
- guide rail
- angle steel
- angle
- platform
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- 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
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- 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
- E04H12/02—Structures made of specified materials
- E04H12/08—Structures made of specified materials of metal
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- 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
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/70—Wind energy
- Y02E10/728—Onshore wind turbines
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Chemical & Material Sciences (AREA)
- Materials Engineering (AREA)
- Wood Science & Technology (AREA)
- Suspension Of Electric Lines Or Cables (AREA)
Abstract
The invention provides a tower with a guide rail, which comprises a lower tower section, a middle tower section and an upper tower section which are fixedly connected in sequence, wherein an angle steel guide rail is arranged at the joint of the lower tower section and the middle tower section, and an operation platform is fixed on the angle steel guide rail. The angle steel guide rail with the operation platform is arranged, the guide rail assists the pole tower to be in place, the operation platform can effectively guarantee the safety of constructors, and the working efficiency is improved.
Description
Technical Field
The invention relates to the technical field of towers, in particular to a tower with guide rails.
Background
Assembling the tower guide rail: the guide rail for assembling the iron tower sections can ensure that each tower section is smoothly and accurately butted in place, and the assembly of the high-voltage iron tower can be quickly finished without consuming a large amount of manpower and material resources. The existing tower assembling technology adopts a conventional guide rail to assemble the tower, and operating personnel use a safety belt to fix a human body to perform tower assembling operation. The operation personnel do not have fixed operation platform, lean on the safety belt fixed human body, have certain safety risk, work efficiency is lower.
Disclosure of Invention
The invention solves the problems of low working efficiency and certain safety risk of the conventional guide rail tower assembly, and provides a tower with a guide rail.
In order to achieve the above purpose, the present invention provides the following technical solutions:
the utility model provides a take shaft tower of guide rail, includes fixed connection lower tower, well section shaft tower and upper tower in proper order, lower tower and well section shaft tower junction are equipped with the angle steel guide rail, the angle steel guide rail is fixed with operation platform. The angle steel guide rail with the operation platform is arranged, the guide rail assists the pole tower to be in place, the operation platform can effectively guarantee the safety of constructors, and the work efficiency is improved.
Preferably, the angle iron guide rail comprises a guide part and a fixing part, the fixing part is fixed at the upper ends of four corners of a lower tower through double angle iron clamping plates, and the guide part is fixedly connected with the fixing part. The connecting mode of the double angle steel clamping plates is convenient for installation on different main material sizes, can be repeatedly used, and can be used for rapidly disassembling the angle steel guide rails after the tower installation is completed.
Preferably, the operating platform is a fan-shaped platform with an angle steel guide rail as a circle center and a radian of pi/2. The fan-shaped platform is arranged to reduce the outer circumference of the operating platform while the area of the operating platform is larger, so that the weight of operation is reduced, the cost is reduced, and the inclination of the angle iron guide rail caused by the overweight of the operating platform is avoided.
Preferably, railings are arranged on the periphery of the operating platform. The purpose of the railing is to prevent the operator from falling from the operation platform.
Preferably, the operating platform and the angle steel guide rail form a certain angle to be fixed, the certain angle is determined according to the inclination angle of the tower, and the operating platform and the angle steel guide rail form a certain angle to keep the operating platform horizontal or incline inwards towards the tower, so that an operator can perform the same level, the operation is convenient, and the working efficiency is improved.
Preferably, the central reserved space of the transverse partition surface arrangement of the lower tower and the middle tower is more than 2.5 square meters, so that the construction of a crane lifting tower assembly or a suspension holding pole is facilitated.
Preferably, the transverse partitions of the lower tower and the middle tower are arranged into 2 staggered square rod bodies with equal size in the tower.
The invention has the following beneficial effects: the transverse partition surface arrangement mode of the lower tower and the middle tower is innovatively optimized, so that the reserved space in the center of the tower body is larger than 2.5 square meters, and the construction of a crane lifting tower assembly or a suspension holding pole is facilitated; the angle steel guide rail with the operation platform is arranged, the operation platform guarantees the safety of constructors, and the double angle steel clamping plates are adopted for connection, so that the angle steel guide rail can be conveniently installed on main materials with different sizes and can be repeatedly used; the operating platform and the angle steel guide rail form a certain angle to enable the operating platform to be kept horizontal or to be inclined inwards towards the tower, so that an operator can conveniently operate the tower as if walking on the flat ground, and the working efficiency is improved.
Drawings
FIG. 1 is a block diagram of the present invention;
fig. 2 is a cross sectional layout of the lower tower or the upper tower according to the present invention.
Wherein: 1. Middle section shaft tower 2, lower section shaft tower 3, angle steel guide rail 4, operation platform 5, fixed part 6, guide part 7, railing.
Detailed Description
Example (b):
this embodiment provides a shaft tower of taking guide rail, including lower section shaft tower 2, well section shaft tower 1 and the upper segment shaft tower of fixed connection in proper order, lower section shaft tower 2 is equipped with angle steel guide 3 with the 1 junction of well section shaft tower, and angle steel guide 3 is fixed with operation platform 4. The operating platform 4 is a fan-shaped platform with the angle steel guide rail 3 as the center of a circle and the radian of pi/2; railings 7 are arranged around the operating platform 4. The angle steel guide rail 3 comprises a guide part 6 and a fixing part 5, the fixing part 5 is fixed at the upper ends of four corners of the lower tower 2 through double angle steel clamping plates, and the guide part 6 is fixedly connected with the fixing part 5. The connecting mode of the double angle steel clamping plates is convenient for installation on different main material sizes, can be repeatedly used, and can be used for rapidly disassembling the angle steel guide rails after the tower installation is completed.
The fan-shaped platform is arranged to reduce the outer circumference of the operating platform while the area of the operating platform is larger, so that the weight of operation is reduced, the cost is reduced, and the inclination of the angle iron guide rail caused by the overweight of the operating platform is avoided. The purpose of the railing is to prevent the operator from falling from the operation platform.
The operation platform 4 and the angle steel guide rail 3 are fixed at a certain angle, the certain angle is determined according to the inclination angle of the tower, and the operation platform 4 and the angle steel guide rail 3 are at a certain angle so as to keep the operation platform horizontal or inwards incline towards the tower, so that an operator can conveniently operate as walking on the flat ground, and the work efficiency is improved. The central reserved space arranged on the transverse partition surfaces of the lower tower 2 and the middle tower 1 is larger than 2.5 square meters, so that construction of a crane lifting tower set or a suspension holding pole is facilitated. The transverse partitions of the lower tower 2 and the middle tower 1 are arranged into 2 staggered square rod bodies with equal size in the tower.
The invention has the following beneficial effects: the transverse partition surface arrangement mode of the lower tower and the middle tower is innovatively optimized, so that the reserved space in the center of the tower body is larger than 2.5 square meters, and the construction of a crane lifting tower assembly or a suspension holding pole is facilitated; the angle steel guide rail with the operation platform is arranged, the operation platform guarantees the safety of constructors, and the double angle steel clamping plates are adopted for connection, so that the angle steel guide rail is convenient to install on main materials with different sizes and can be repeatedly used; the operating platform 4 and the angle iron guide rail 3 form a certain angle to enable the operating platform to be kept horizontal or to be inclined inwards towards the tower, so that an operator can conveniently operate the tower as if walking on the ground, and the working efficiency is improved.
Claims (5)
1. A tower with guide rails comprises a lower tower (2), a middle tower (1) and an upper tower which are fixedly connected in sequence, and is characterized in that an angle steel guide rail (3) is arranged at the joint of the lower tower (2) and the middle tower (1), and an operating platform (4) is fixed on the angle steel guide rail (3); the angle steel guide rail (3) comprises a guide part (6) and a fixing part (5), the fixing part (5) is fixed at the upper ends of four corners of the lower tower (2) through double angle steel clamping plates, and the guide part (6) is fixedly connected with the fixing part (5); the operating platform (4) is a fan-shaped platform with the angle steel guide rail (3) as the center of a circle and the radian of pi/2.
2. Tower with guide rails according to claim 1, characterized in that rails (7) are arranged around the operating platform (4).
3. The tower with guide rails according to claim 1, wherein the operation platform (4) is fixed at a certain angle with the angle steel guide rails (3), and the certain angle is determined according to the inclination angle of the tower.
4. The tower with the guide rails as claimed in claim 1, wherein the central reserved space of the lower tower (2) and the central tower (1) arranged on the transverse partition surface is more than 2.5 square meters.
5. Tower with guide rails according to claim 4, characterized in that the cross partitions of the lower tower (2) and the middle tower (1) are arranged as 2 staggered square rods inscribed in the tower.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010255125.4A CN111561211B (en) | 2020-04-02 | 2020-04-02 | Tower with guide rail |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010255125.4A CN111561211B (en) | 2020-04-02 | 2020-04-02 | Tower with guide rail |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN111561211A CN111561211A (en) | 2020-08-21 |
| CN111561211B true CN111561211B (en) | 2022-09-27 |
Family
ID=72068941
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010255125.4A Active CN111561211B (en) | 2020-04-02 | 2020-04-02 | Tower with guide rail |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN111561211B (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006124965A (en) * | 2004-10-27 | 2006-05-18 | Murayama Doken:Kk | Steel tower assembling method and scaffold for the assembling |
| CN103031978A (en) * | 2012-12-12 | 2013-04-10 | 中国电力科学研究院 | Installation assisting system for erection of power transmission line iron tower and erection method for iron tower |
| CN206737541U (en) * | 2017-05-26 | 2017-12-12 | 青海送变电工程公司 | Bit platform is entered in a kind of angle steel tower high-altitude |
| CN208152677U (en) * | 2018-01-25 | 2018-11-27 | 中国电建集团福建省电力勘测设计院有限公司 | The double loop 500kV transmission of electricity tangent tower tower body bracing means |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20130276768A1 (en) * | 2012-04-18 | 2013-10-24 | Markus LEER | System and Method for Processing Concrete |
| CN205870810U (en) * | 2016-07-04 | 2017-01-11 | 临沂蓝泰环保科技有限公司 | Adopt mould of building rubbish production square brick |
| CN107972170A (en) * | 2017-11-28 | 2018-05-01 | 河南综纵联构科技服务有限公司 | A kind of refractory brick dispensing automatic moulding stacking adapter |
| CN210233426U (en) * | 2019-06-04 | 2020-04-03 | 铁岭宏德新型墙体材料有限公司 | Green brick cutting device is used in foamed concrete brick production |
| CN211362755U (en) * | 2019-12-26 | 2020-08-28 | 徐州振丰新型墙体材料有限公司 | Extrusion and blank cutting integrated machine for tunnel kiln green brick making |
-
2020
- 2020-04-02 CN CN202010255125.4A patent/CN111561211B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006124965A (en) * | 2004-10-27 | 2006-05-18 | Murayama Doken:Kk | Steel tower assembling method and scaffold for the assembling |
| CN103031978A (en) * | 2012-12-12 | 2013-04-10 | 中国电力科学研究院 | Installation assisting system for erection of power transmission line iron tower and erection method for iron tower |
| CN206737541U (en) * | 2017-05-26 | 2017-12-12 | 青海送变电工程公司 | Bit platform is entered in a kind of angle steel tower high-altitude |
| CN208152677U (en) * | 2018-01-25 | 2018-11-27 | 中国电建集团福建省电力勘测设计院有限公司 | The double loop 500kV transmission of electricity tangent tower tower body bracing means |
Also Published As
| Publication number | Publication date |
|---|---|
| CN111561211A (en) | 2020-08-21 |
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