CN106639493A - Stainless steel reinforced concrete structure for sea lighthouses - Google Patents
Stainless steel reinforced concrete structure for sea lighthouses Download PDFInfo
- Publication number
- CN106639493A CN106639493A CN201611127215.5A CN201611127215A CN106639493A CN 106639493 A CN106639493 A CN 106639493A CN 201611127215 A CN201611127215 A CN 201611127215A CN 106639493 A CN106639493 A CN 106639493A
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- concrete
- reinforced concrete
- reinforced
- armoured
- stainless steel
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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
- E04H12/12—Structures made of specified materials of concrete or other stone-like material, with or without internal or external reinforcements, e.g. with metal coverings, with permanent form elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
- E04F11/02—Stairways; Layouts thereof
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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)
- Rod-Shaped Construction Members (AREA)
Abstract
A stainless steel reinforced concrete structure for sea lighthouses is characterized by comprising a tower body formed by connecting multiple reinforced concrete barrels; each reinforced concrete barrel comprises a tubular concrete tube made of concrete; multiple stressed reinforced concrete bars and stirrup rings are embedded in the concrete barrel; there are also reinforced concrete slabs arranged between adjacent two reinforced concrete barrels; the reinforced concrete slabs separate the internal space of the tower body into multiple independent spaces; reinforced concrete beams and reinforced concrete columns are arranged under the reinforced concrete slabs; the reinforced concrete beams are arranged in parallel with the reinforced concrete slabs and are fixedly connected with the reinforced concrete slabs; two ends of the reinforced concrete beams are fixed in the inner wall of the concrete barrel; reinforced concrete columns extend along the axial direction of concrete barrels; the tops of the reinforced concrete columns are connected to the reinforced concrete slabs for supporting the reinforced concrete slabs. The reinforced concrete structure of the present application has good corrosion resistance and higher structural strength.
Description
Technical field
The application is related to field of civil engineering, especially a kind of offshore lighthouse stainless steel reinforced concrete structure.
Background technology
Offshore lighthouse is a kind of navigation mark of the fixation for guiding ship's navigation or indicating hazardous area, is that ship's navigation is essential
Navigation means.Beacon tower body will mainly adapt to and resist the severe stability such as stormy waves and durable natural conditions, to keep
The stability and durability of itself.
At present beacon tower body is generally constructed with armored concrete, but the especially chlorion meeting of the corrosive ion in seawater
Concrete is constantly immersed, when concrete reinforcement is gradually permeated, regular reinforcement can have a strong impact on the safety of tower body by serious corrosion
Property and durability, greatly limit its service life and security.
The content of the invention
The application provides a kind of offshore lighthouse stainless steel reinforced concrete structure, solves existing Resistance of Reinforced Concrete Structures
Corrosivity difference and the low problem of structural strength.
A kind of offshore lighthouse stainless steel reinforced concrete structure, including what is be formed by connecting by multiple armored concrete cylinders
Tower body, the armored concrete cylinder includes the concrete tube by made by concrete in a tubular form, buries in the concrete tube
There are many to be also embedded with multiple stirrup rings along the axially extending cylinder steel bar stress of concrete tube, the concrete tube, it is described many
Individual stirrup ring is parallel to each other and is axially distributed along concrete tube, and the stirrup ring is fixedly linked with cylinder steel bar stress, and the cylinder is received
Power reinforcing bar is made up of stainless steel rebar；Armoured concrete slab, the reinforcing bar are additionally provided between two neighboring armored concrete cylinder
The interior space of tower body is multiple separate spaces by concrete slab；It is additionally provided with reinforcing bar below the armoured concrete slab to mix
Solidifying Tu Liang and reinforced column, the reinforced beam be arranged in parallel and mixed with the reinforcing bar with the armoured concrete slab
Concrete board is fixedly linked, and the concrete tube inwall is fixed at the two ends of the reinforced beam；The reinforced column
Along the axially extending of concrete tube, the top of reinforced column is connected for supporting the reinforcing bar to mix with armoured concrete slab
Concrete board.
Preferably, the armoured concrete slab includes concrete slab in the form of annular discs by made by concrete, the coagulation
The many radial force reinforcing bars radially extended along concrete slab and multiple steel bar stress rings being arranged concentrically are embedded with native plate,
The radial force reinforcing bar is fixedly linked with steel bar stress ring.
Preferably, the reinforced beam includes the beams of concrete by made by concrete, buries in the beams of concrete
There are many beam stress reinforcing bars for extending laterally and multiple beam stirrups for fixing the beam stress reinforcing bar, beam stress reinforcing bar is adopted
Use stainless steel rebar.
Preferably, the reinforced column includes the concrete column by made by concrete, buries in the concrete column
There are the post steel bar stress and multiple column tie-bars for fixing the post steel bar stress of many Longitudinal extendings, post steel bar stress is adopted
Use stainless steel rebar.
Preferably, armored concrete ladder is additionally provided with below the armoured concrete slab, the armored concrete ladder includes
The spiral concrete gangboard by made by concrete, the concrete gangboard extends to the top of armoured concrete slab；Institute
State and many terraced steel bar stresses and multiple terraced distributing reinforcements for fixing the terraced steel bar stress are embedded with concrete gangboard.
The beneficial effect of the application is to be used as reinforced concrete structure using stainless reinforcing bar, with good anticorrosive energy
Power.Meanwhile, armoured concrete slab is additionally provided between two neighboring armored concrete cylinder, it is additionally provided with below armoured concrete slab
Reinforced beam and reinforced column, have greatly reinforced the stability of the reinforced concrete structure of the application, improve it
Structural strength.Thus the reinforced concrete structure of the application can improve service life and security.
Description of the drawings
Fig. 1 is a kind of bar construction schematic diagram of the armored concrete cylinder of embodiment of the application；
Fig. 2 is a kind of bar construction schematic diagram of the armoured concrete slab of embodiment of the application；
Fig. 3 is a kind of bar construction schematic diagram of the reinforced beam of embodiment of the application；
Fig. 4 is a kind of bar construction schematic diagram at another visual angle of the reinforced beam of embodiment of the application；
Fig. 5 is a kind of bar construction schematic diagram of the reinforced column of embodiment of the application；
Fig. 6 is a kind of bar construction schematic diagram at another visual angle of the reinforced column of embodiment of the application；
Fig. 7 is a kind of terraced bar construction schematic diagram of the armored concrete of embodiment of the application；
Fig. 8 is a kind of bar construction schematic diagram at another visual angle of the armored concrete ladder of embodiment of the application.
Specific embodiment
Accompanying drawing is combined below by specific embodiment to be described in further detail the present invention.
A kind of offshore lighthouse stainless steel reinforced concrete structure, it is used to build lighthouse construction.As shown in figure 1, its bag
The tower body being formed by connecting by multiple armored concrete cylinders is included, the tower body is in integrally hollow tubular structure.The reinforced concrete
Native cylinder includes the concrete tube by made by concrete in a tubular form, and many are embedded with the concrete tube along concrete tube
Axially extending cylinder steel bar stress 11, is also embedded with multiple stirrup rings 12 in the concrete tube, the plurality of stirrup ring 12 that
This is parallel and is axially distributed along concrete tube, and the stirrup ring 12 is fixedly linked with cylinder steel bar stress 11, can be by colligation or weldering
The mode for connecing is fixed, in order to ensure fixed effect, preferred weld mode.The cylinder steel bar stress 11 adopts stainless steel rebar.Its
In, in view of concrete tube is made up of concrete, Fig. 1 does not show that concrete tube, is only illustrated with its bar construction, following examples
Armoured concrete slab, reinforced beam, reinforced column and armored concrete not shown its concrete of ladder, this area
It should be understood to the one skilled in the art that shown bar construction is embedded in concrete.
It is additionally provided with armoured concrete slab between two neighboring armored concrete cylinder, the armoured concrete slab is by tower body
Interior space is multiple separate spaces, so as to form the sandwich construction of beacon.The lower section of the armoured concrete slab also sets
Have reinforced beam and a reinforced column, the reinforced beam be arranged in parallel with the armoured concrete slab and with institute
State armoured concrete slab to be fixedly linked, the concrete tube inwall is fixed at the two ends of the reinforced beam；The reinforcing bar
Concrete column is connected along the axially extending of concrete tube, the top of reinforced column with armoured concrete slab, lower end and lower section
Armoured concrete slab fix, so as to by reinforced beam and reinforced column come spacer bar concrete slab so that
Tower body is integrally more consolidated.
In one embodiment, as shown in Fig. 2 the armoured concrete slab include it is in the form of annular discs by made by concrete
Concrete slab, is embedded with many radial force reinforcing bars 21 radially extended along concrete slab and multiple same in the concrete slab
The steel bar stress ring 22 that the heart is arranged, steel bar stress ring 22 is fixedly linked with each radial force reinforcing bar 21, its fixed form bag
Colligation or welding are included, and the radial force reinforcing bar 21 can adopt regular reinforcement with steel bar stress ring 22, it would however also be possible to employ no
Rust steel reinforcing bar.
In one embodiment, as shown in Figure 3 and Figure 4, the reinforced beam includes the coagulation by made by concrete
Tu Liang, is embedded with many beam stress reinforcing bars 31 for extending laterally and multiple for fixing the beam stress in the beams of concrete
The beam stirrup 33 of reinforcing bar.Reinforced beam is in integrally cuboid, and its top and lower end are constituted by beam stress reinforcing bar 31, in
Portion is supported by multiple waist muscle 32, wherein, beam stress reinforcing bar 31 is made up of stainless steel rebar.
In one embodiment, as shown in Figure 5 and Figure 6, the reinforced column is in cuboid, and it is included by coagulation
Concrete column made by soil, is embedded with the post steel bar stress 41 of many Longitudinal extendings and multiple for solid in the concrete column
The column tie-bar 42 of the fixed post steel bar stress 41, wherein, post steel bar stress 41 adopts stainless steel rebar.
In one embodiment, as shown in Figure 7 and Figure 8, it is additionally provided with armored concrete below the armoured concrete slab
Ladder, the armored concrete ladder includes the spiral concrete gangboard by made by concrete, and the concrete gangboard extends
To the top of armoured concrete slab, so as to walk for people on concrete gangboard；Many are embedded with the concrete gangboard to receive
Power reinforcing bar 53.Also include multiple terraced distributing reinforcements 51 for fixing the terraced steel bar stress 53 and for distribution of force reinforcing bar 53
Terraced stirrup 52, terraced steel bar stress 52 can adopt regular reinforcement, it would however also be possible to employ stainless steel rebar.
Above-mentioned stainless steel rebar is by austenitic stainless steels, ferritic stainless steels, martensitic stain less steel and Ovshinsky
Any one or more material in body-ferritic stainless steels is made.Improve the durability of concrete slab.
Above content is to combine specific embodiment further description made for the present invention, it is impossible to assert this
It is bright to be embodied as being confined to these explanations.For general technical staff of the technical field of the invention, do not taking off
On the premise of present inventive concept, some simple deduction or replace can also be made.
Claims (5)
1. a kind of offshore lighthouse stainless steel reinforced concrete structure, it is characterised in that：
Including the tower body being formed by connecting by multiple armored concrete cylinders, the armored concrete cylinder includes being made up of concrete
Concrete tube in a tubular form, many are embedded with the concrete tube along the axially extending cylinder steel bar stress of concrete tube, institute
State and multiple stirrup rings are also embedded with concrete tube, the plurality of stirrup ring is parallel to each other and is axially distributed along concrete tube, institute
State stirrup ring to be fixedly linked with cylinder steel bar stress, the cylinder steel bar stress is made up of stainless steel rebar；
It is additionally provided with armoured concrete slab between two neighboring armored concrete cylinder, the armoured concrete slab is by the inside of tower body
Space interval is multiple separate spaces；Reinforced beam and armored concrete are additionally provided with below the armoured concrete slab
Post, the reinforced beam be arranged in parallel with the armoured concrete slab and is fixedly linked with the armoured concrete slab, institute
The concrete tube inwall is fixed at the two ends for stating reinforced beam；The reinforced column prolongs along the axial direction of concrete tube
Stretch, the top of reinforced column is connected for supporting the armoured concrete slab with armoured concrete slab.
2. stainless steel reinforced concrete structure according to claim 1, it is characterised in that：
The armoured concrete slab includes concrete slab in the form of annular discs by made by concrete, is embedded with the concrete slab
The many radial force reinforcing bars radially extended along concrete slab and multiple steel bar stress rings being arranged concentrically, the radial force
Reinforcing bar is fixedly linked with steel bar stress ring.
3. stainless steel reinforced concrete structure according to claim 1, it is characterised in that：
The reinforced beam includes the beams of concrete by made by concrete, many is embedded with the beams of concrete and is laterally prolonged
The beam stress reinforcing bar stretched and multiple beam stirrups for fixing the beam stress reinforcing bar, beam stress reinforcing bar adopts stainless steel steel
Muscle.
4. stainless steel reinforced concrete structure according to claim 1, it is characterised in that：
The reinforced column includes the concrete column by made by concrete, many longitudinal directions is embedded with the concrete column and is prolonged
The post steel bar stress stretched and multiple column tie-bars for fixing the post steel bar stress, post steel bar stress adopts stainless steel steel
Muscle.
5. the stainless steel reinforced concrete structure according to claim 1-4 any one, it is characterised in that：
Armored concrete ladder is additionally provided with below the armoured concrete slab, the armored concrete ladder includes being made up of concrete
Spiral concrete gangboard, the concrete gangboard extends to the top of armoured concrete slab；The concrete gangboard
Inside it is embedded with many terraced steel bar stresses and multiple terraced distributing reinforcements for fixing the terraced steel bar stress.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611127215.5A CN106639493B (en) | 2016-12-09 | 2016-12-09 | A kind of offshore lighthouse stainless steel reinforced concrete structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611127215.5A CN106639493B (en) | 2016-12-09 | 2016-12-09 | A kind of offshore lighthouse stainless steel reinforced concrete structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106639493A true CN106639493A (en) | 2017-05-10 |
| CN106639493B CN106639493B (en) | 2019-03-19 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201611127215.5A Active CN106639493B (en) | 2016-12-09 | 2016-12-09 | A kind of offshore lighthouse stainless steel reinforced concrete structure |
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| WO1998009042A1 (en) * | 1996-08-28 | 1998-03-05 | Sacac Schleuderbetonwerk Ag | Tubular and stick-shaped fiber reinforced structures |
| KR20060118312A (en) * | 2005-12-01 | 2006-11-23 | 이영만 | A concrete pole with ground |
| CN101749200A (en) * | 2008-12-02 | 2010-06-23 | 通用电气公司 | Method and system for coupling a stair platform to a tower of a wind energy turbine |
| CN202031369U (en) * | 2010-08-06 | 2011-11-09 | 山东中能杆塔有限公司 | Communication pole tower with steel concrete structure |
| DE102012008120A1 (en) * | 2012-04-25 | 2013-10-31 | Nordex Energy Gmbh | Method for assembling tower installation in wind energy plant tower, involves carrying out placement and coupling of sections till interconnected sections of support structure are suspended at wind energy plant tower |
| CN103573006A (en) * | 2013-11-21 | 2014-02-12 | 河海大学 | Hollow interlayer pipe wall compound steel pipe concrete wind power tower with ribs |
| CN103912125A (en) * | 2014-04-14 | 2014-07-09 | 中国十五冶金建设集团有限公司 | Large-sized towering tubular-structure concrete roof pouring method |
| CN104164996A (en) * | 2014-07-07 | 2014-11-26 | 国家电网公司 | Protection-layer-free concrete electric pole and manufacturing method thereof |
| EP3034870A1 (en) * | 2014-12-15 | 2016-06-22 | Acciona Windpower S.a. | Wind turbine with concrete tower and assembly process of wind turbine with concrete tower |
| CN205688926U (en) * | 2016-06-27 | 2016-11-16 | 内蒙古通维水泥制品有限公司 | A kind of reinforced concrete pole |
-
2016
- 2016-12-09 CN CN201611127215.5A patent/CN106639493B/en active Active
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4166347A (en) * | 1976-10-18 | 1979-09-04 | Pohlman Joe C | Composite structural member and method of constructing same |
| WO1998009042A1 (en) * | 1996-08-28 | 1998-03-05 | Sacac Schleuderbetonwerk Ag | Tubular and stick-shaped fiber reinforced structures |
| KR20060118312A (en) * | 2005-12-01 | 2006-11-23 | 이영만 | A concrete pole with ground |
| CN101749200A (en) * | 2008-12-02 | 2010-06-23 | 通用电气公司 | Method and system for coupling a stair platform to a tower of a wind energy turbine |
| CN202031369U (en) * | 2010-08-06 | 2011-11-09 | 山东中能杆塔有限公司 | Communication pole tower with steel concrete structure |
| DE102012008120A1 (en) * | 2012-04-25 | 2013-10-31 | Nordex Energy Gmbh | Method for assembling tower installation in wind energy plant tower, involves carrying out placement and coupling of sections till interconnected sections of support structure are suspended at wind energy plant tower |
| CN103573006A (en) * | 2013-11-21 | 2014-02-12 | 河海大学 | Hollow interlayer pipe wall compound steel pipe concrete wind power tower with ribs |
| CN103912125A (en) * | 2014-04-14 | 2014-07-09 | 中国十五冶金建设集团有限公司 | Large-sized towering tubular-structure concrete roof pouring method |
| CN104164996A (en) * | 2014-07-07 | 2014-11-26 | 国家电网公司 | Protection-layer-free concrete electric pole and manufacturing method thereof |
| EP3034870A1 (en) * | 2014-12-15 | 2016-06-22 | Acciona Windpower S.a. | Wind turbine with concrete tower and assembly process of wind turbine with concrete tower |
| CN205688926U (en) * | 2016-06-27 | 2016-11-16 | 内蒙古通维水泥制品有限公司 | A kind of reinforced concrete pole |
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| Publication number | Publication date |
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| CN106639493B (en) | 2019-03-19 |
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