CN105672230B - Marine precast splice type bunker and building method - Google Patents
Marine precast splice type bunker and building method Download PDFInfo
- Publication number
- CN105672230B CN105672230B CN201610013427.4A CN201610013427A CN105672230B CN 105672230 B CN105672230 B CN 105672230B CN 201610013427 A CN201610013427 A CN 201610013427A CN 105672230 B CN105672230 B CN 105672230B
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- marine
- section
- zero
- splice type
- precast
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66F—HOISTING, LIFTING, HAULING OR PUSHING, NOT OTHERWISE PROVIDED FOR, e.g. DEVICES WHICH APPLY A LIFTING OR PUSHING FORCE DIRECTLY TO THE SURFACE OF A LOAD
- B66F19/00—Hoisting, lifting, hauling or pushing, not otherwise provided for
-
- 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
- E04H7/00—Construction or assembling of bulk storage containers employing civil engineering techniques in situ or off the site
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Types And Forms Of Lifts (AREA)
Abstract
The present invention discloses a kind of marine precast splice type bunker and building method, bottom is No. zero section, in the upper surface of No. zero section, multilayer standard section is set, standard section described in multilayer and No. zero section constitute the main body of marine precast splice type container bunker, the article carrying platform that is internally provided with standard section, the body interior of marine precast splice type container bunker is provided with baggage elevator carrying apparatus.The present invention is by way of precast assembly is built; it can select to build on sea level or any underpopulated area; for storing dangerous material; improve the security of dangerous material storage; Precast Concrete Segmental Bridges component has the advantages that system easy to control the quality, speed of application be fast, maintenance with remove conveniently, Life cycle cost it is low; consider in marine utilization Precast Concrete Segmental Bridges technology; build harmful influence container warehousing storage; the advantage of Precast Concrete Segmental Bridges technology can be played, the safety of resident near port and pier can be ensured again.
Description
Technical field
The present invention relates to a kind of harmful influence storing unit, more particularly to a kind of marine precast splice type bunker and the side of building
Method.
Background technology
The problem of dangerous material storage is always puzzlement relevant departments, present harmful influence container is with being directly placed at harbour
On face, but as security incident takes place frequently, cause the hig diligence of relevant departments, it can be seen that harmful influence is not obtained very well
Isolation and protection, therefore, develop a kind of effective storage equipment and can storage just have important society safely by harmful influence
Can meaning.
The defect existed in view of above-mentioned existing harmful influence storage, the present inventor is based on being engaged in such product design manufacture
Abundant practical experience and professional knowledge, and coordinate the utilization of scientific principle for many years, are actively subject to research and innovation, to found a kind of sea
Upper precast splice type bunker and building method, make it have more practicality.By constantly research, design, and through trying repeatedly
After making sample and improving, the present invention having practical value is created finally.
The content of the invention
It is a primary object of the present invention to, the defect for overcoming existing harmful influence storage to exist, and provide a kind of marine pre-
Pin-connected panel bunker and building method processed, save space, improve security performance, thus more suitable for practicality, and with industry
Value.
The object of the invention to solve the technical problems is realized using following technical scheme.According to present invention proposition
Marine precast splice type bunker, bottom is No. zero section, and multilayer standard section is set in the upper surface of No. zero section,
Standard section described in multilayer and No. zero section constitute the main body of marine precast splice type bunker, are set in the inside of standard section
There is article carrying platform, the body interior of marine precast splice type bunker is provided with baggage elevator carrying apparatus.
Foregoing marine precast splice type bunker, No. zero section is made up of multiple No. zero blocks, No. zero block bottom
Portion's shape at an acute angle, is conveniently fixed on operation platform surface.
Foregoing marine precast splice type bunker, the standard section is made up of multiple calibrated bolcks, the calibrated bolck
Bottom is plane.
Foregoing marine precast splice type bunker, the bottom of the article carrying platform is provided with the supporting leg for support,
Side-walls of the upper surface of the article carrying platform close to standard section are provided with neck.
Foregoing marine precast splice type bunker, the baggage elevator carrying apparatus includes being carried by multiple rolling crawler types
The articles holding table of thing platform composition, in addition to it is arranged on the pulley draw-gear at the articles holding table two ends.
The building method of marine precast splice type bunker, including following operating procedure,
1) No. zero section is built by multiple No. zero blocks, is placed on the upper surface of operation platform；
2) multilayer standard section is placed in the upper surface of No. zero section, constitutes the main body of marine precast splice type bunker；
3) underwater concrete back cover is poured, baggage elevator carrying apparatus is installed；
4) bind, complete construction.
The building method of foregoing marine precast splice type bunker, it is characterised in that：It is described 1) in No. zero block bottom be in
Acute angle shape, is arranged on inside the upper surface of operation platform.
The building method of foregoing marine precast splice type bunker, 2) the Plays section is by multiple calibrated bolck groups
Into the bottom of the calibrated bolck is plane.
Marine precast splice type bunker is used for the storage of dangerous goods, it is easy to assembly, and be placed on sea, save
Substantial amounts of area occupied, at the same can the crowded region of control principle, improve the storage security performance of dangerous material.
By above-mentioned technical proposal, present invention sea precast splice type bunker and building method are at least with following excellent
Point：
A kind of marine precast splice type bunker of present invention design, by way of precast assembly is built, can be selected
Sea level or any underpopulated area are built, for storing dangerous material, improve the security of dangerous material storage, effectively
Ground reduces potential safety hazard, it is to avoid casualties；Precast Concrete Segmental Bridges component has that system easy to control the quality, speed of application be fast, dimension
Repair the advantage low with removing convenient, Life cycle cost, it is considered in marine utilization Precast Concrete Segmental Bridges technology, build harmful influence
Container warehousing storage, can play the advantage of Precast Concrete Segmental Bridges technology, can ensure the peace of resident near port and pier again
Entirely.
Described above is only the general introduction of technical solution of the present invention, in order to better understand the technological means of the present invention,
And can be practiced according to the content of specification, described in detail below with presently preferred embodiments of the present invention as after.
Brief description of the drawings
Fig. 1 show marine precast splice type bunker dimensional structure diagram；
Fig. 2 show No. zero block top view；
Fig. 3 show No. zero block and makees view；
Fig. 4 show No. zero block front view；
Fig. 5 show No. zero block stereogram；
Fig. 6 show calibrated bolck top view；
Fig. 7 show calibrated bolck left view；
Fig. 8 show calibrated bolck front view；
Fig. 9 show calibrated bolck stereogram；
Figure 10 show baggage elevator carrying apparatus structural representation；
Figure 11 show standard section stereogram；
Connotation is marked in figure：1. a presstressed reinforcing steel, 2. No. two presstressed reinforcing steels, 3. No. three presstressed reinforcing steels, 4. No. four in advance should
Power muscle, 5. article carrying platforms, 6. necks, 7. rolling crawler type objective tables, 8. pulley draw-gears, 9. electric controlled doors, 10. supporting legs,
11. No. zero block, 13. calibrated bolcks.
Embodiment
Further to illustrate the present invention to reach the technological means and effect that predetermined goal of the invention is taken, to according to this
The marine precast splice type bunker proposed and building method its embodiment, feature and its effect are invented, is described in detail
As after.
Embodiment 1
The structural representation of marine precast splice type bunker of the invention as shown in Figure 1, include a presstressed reinforcing steel 1,
No. two presstressed reinforcing steels 2, No. three presstressed reinforcing steels 3, No. four presstressed reinforcing steels 4, article carrying platform 5, neck 6, roll crawler type objective table 7,
Pulley draw-gear 8, electric controlled door 9, supporting leg 10, No. zero block 11, No. zero section, calibrated bolck 13 and standard section.
Wherein No. one presstressed reinforcing steel 1 is fining twisted steel rod, is used for longitudinal direction spelling when building No. zero block 11 and calibrated bolck 13
Connect section；No. two presstressed reinforcing steels 2 are fining twisted steel rod, and horizontally-spliced section is used for when building No. zero block 11 and calibrated bolck 13
Section；No. three presstressed reinforcing steels 3 are fining twisted steel rod, are arranged in article carrying platform 5, for increasing the firm of concrete article carrying platform 5
Degree, intensity and camber, improve anti-bending bearing capacity；No. four presstressed reinforcing steels 4 are steel strand wires, for connecting article carrying platform 5 and standard
The side wall of block 13, increases rigidity, the intensity of concrete article carrying platform, improves anti-bending bearing capacity, equipped with cable saddle is dissipated on wall, divides
Stress is dissipated, is increased the service life.
No. zero section is made up of four No. zero blocks 11, and No. zero block 11 is a right-angle structure, and bottom shape at an acute angle is being applied
Inside man-hour insertion operation platform, fixation well is played.Standard section is made up of four calibrated bolcks 13, calibrated bolck 13
Structure is close with No. zero structure of block 11, and the bottom surface of calibrated bolck 13 is plane, the upper surface for being placed on No. zero section,
The bottom of wherein marine precast splice type bunker is No. zero section, and multilayer mark is set in the upper surface of No. zero section
Quasi- section, multilayer standard section and No. zero section constitute the main body of marine precast splice type bunker, the inside in standard section
Article carrying platform 5 is provided with, the body interior of marine precast splice type bunker is additionally provided with baggage elevator carrying apparatus, for transporting
The container of defeated storage.The supporting leg 10 for support is provided with the bottom of article carrying platform 5, supporting leg 10 is bracket structure,
Upper coarse and lower fine, on the other hand one side stabilized structure saves manufacturing cost.Supporting leg 10 is inclined to be arranged under article carrying platform 5
At the position that the side wall of surface and calibrated bolck 13 is constituted, play a part of supporting article carrying platform 5.In the upper surface of article carrying platform 5
Side-walls close to standard section are provided with neck 6, limitation sliding of the container to wall direction of neck 6, it is to avoid the collection of storage
Vanning is collided with side wall, and the surface of article carrying platform 5 reduces frictional force sprinkled with flyash etc..
The baggage elevator carrying apparatus being directed to includes the articles holding table being made up of multiple rolling crawler type objective tables 7,
Also include the pulley draw-gear 8 for being arranged on articles holding table two ends, pulley draw-gear 8 is dynamic with marine precast splice type bunker
Force system is electrically connected, and drives the movement and stopping of baggage elevator carrying apparatus.Roll crawler type article carrying platform 7 and pass through crawler belt
It is suitable, rotate counterclockwise and container passed into the right and left.Pulley draw-gear 8 is connected with container by steel cable, by rotating
Container is drawn on rolling crawler type objective table 7.
The building method of marine precast splice type bunker, including following operating procedure,
1) it is by No. two presstressed reinforcing steels 2 of tensioning and No. four presstressed reinforcing steels 4 that section is laterally assembled；
2) No. three presstressed reinforcing steels of presstressed reinforcing steel 3 of tensioning；
3) by one section of a 1 rod iron spreading of presstressed reinforcing steel, length standard is with exposing after previous piece of standard section assembling
40CM length；
4) assembled first piece of standard section, is connected by a presstressed reinforcing steel 1 with No. zero block 11；
5) sink No. zero section, repeats the assembled remaining calibrated bolck 13 of above step and top plate block.
6) underwater concrete back cover is poured, the appliances such as baggage elevator carrying apparatus, electric controlled door 9 are installed；
7) bind, complete construction.
The storing step of container is as follows：
1) electric controlled door 9 at the top of opening, is hung container to rolling crawler type article carrying platform 7 by crane barge cargo ship；
2) control room manipulation baggage elevator carrying apparatus reaches specified location,
3) rolled by manipulating the crawler belt of rolling crawler type article carrying platform 7 on elevator, container moved into article carrying platform 5,
And fixed container by neck 6；
4) when taking container, container and the pulley draw-gear 8 on baggage elevator is connected by steel wire rope, pass through pulley
Draw-gear 8 is drawn moves to baggage elevator by container.The access procedure of container and the access procedure phase of elevator conveying goods
Approximately.
The above described is only a preferred embodiment of the present invention, any formal limitation not is made to the present invention, though
So the present invention is disclosed above with preferred embodiment, but is not limited to the present invention, any to be familiar with this professional technology people
Member, without departing from the scope of the present invention, when the technology contents using the disclosure above make a little change or modification
For the equivalent embodiment of equivalent variations, as long as being the content without departing from technical solution of the present invention, the technical spirit according to the present invention
Any simple modification, equivalent variations and the modification made to above example, in the range of still falling within technical solution of the present invention.
Claims (7)
1. a kind of marine precast splice type bunker, it is characterised in that：Bottom is No. zero section, the upper table in No. zero section
Face sets multilayer standard section, and standard section described in multilayer and No. zero section constitute the main body of marine precast splice type bunker,
Article carrying platform (5) is internally provided with standard section, the body interior of marine precast splice type bunker is provided with shipping electricity
Terraced carrying apparatus；
The baggage elevator carrying apparatus includes the articles holding table being made up of multiple rolling crawler type objective tables (7), in addition to sets
Pulley draw-gear (8) at the articles holding table two ends, wherein, the rolling crawler type objective table (7) is by the way that crawler belt is suitable, the inverse time
Pin is rotated container passing to the right and left, and the pulley draw-gear (8) is connected with the container by steel cable, by turning
It is dynamic that the container is drawn on the rolling crawler type objective table (7).
2. marine precast splice type bunker according to claim 1, it is characterised in that：No. zero section is by multiple zero
Number block (11) composition, No. zero block (11) bottom shape at an acute angle.
3. marine precast splice type bunker according to claim 1, it is characterised in that：The standard section is by multiple marks
Quasi- block (13) composition, the bottom of the calibrated bolck (13) is plane.
4. marine precast splice type bunker according to claim 1, it is characterised in that：Under the article carrying platform (5)
Portion is provided with the supporting leg (10) for support, and the side-walls of the upper surface of the article carrying platform (5) close to standard section are set
There is neck (6).
5. the building method of the marine precast splice type bunker according to claim 1-4, it is characterised in that：Including as follows
Operating procedure,
1) No. zero section is built by multiple No. zero blocks (11), is placed on the upper surface of operation platform；
2) multilayer standard section is placed in the upper surface of No. zero section, constitutes the main body of marine precast splice type bunker；
3) underwater concrete back cover is poured, baggage elevator carrying apparatus is installed；
4) bind, complete construction.
6. the building method of marine precast splice type bunker according to claim 5, it is characterised in that：It is described 1) in zero
Number block (11) bottom shape at an acute angle, is arranged on inside the upper surface of operation platform.
7. the building method of marine precast splice type bunker according to claim 5, it is characterised in that：It is described 2) to get the bid
Quasi- section is made up of multiple calibrated bolcks (13), and the bottom of the calibrated bolck (13) is plane.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610013427.4A CN105672230B (en) | 2016-01-08 | 2016-01-08 | Marine precast splice type bunker and building method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610013427.4A CN105672230B (en) | 2016-01-08 | 2016-01-08 | Marine precast splice type bunker and building method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105672230A CN105672230A (en) | 2016-06-15 |
| CN105672230B true CN105672230B (en) | 2017-10-31 |
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ID=56299763
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610013427.4A Active CN105672230B (en) | 2016-01-08 | 2016-01-08 | Marine precast splice type bunker and building method |
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| Country | Link |
|---|---|
| CN (1) | CN105672230B (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2009027479A1 (en) * | 2007-08-29 | 2009-03-05 | Hänel & Co. | Storage shelf having transport device |
| CN103895673A (en) * | 2014-04-02 | 2014-07-02 | 苏州天钻机械设备有限公司 | Cart and method for safely pushing and transporting goods |
| CN104553952A (en) * | 2013-10-09 | 2015-04-29 | O.T.N.D.奥尼特解除核运作技术公司 | Container for storing goods |
| CN104883930A (en) * | 2013-11-07 | 2015-09-02 | 海箱国际公司 | A container roll out warehousing system |
| CN205471027U (en) * | 2016-01-08 | 2016-08-17 | 苏交科集团股份有限公司 | Facility of assembled hazardous articles storage under water |
-
2016
- 2016-01-08 CN CN201610013427.4A patent/CN105672230B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2009027479A1 (en) * | 2007-08-29 | 2009-03-05 | Hänel & Co. | Storage shelf having transport device |
| CN104553952A (en) * | 2013-10-09 | 2015-04-29 | O.T.N.D.奥尼特解除核运作技术公司 | Container for storing goods |
| CN104883930A (en) * | 2013-11-07 | 2015-09-02 | 海箱国际公司 | A container roll out warehousing system |
| CN103895673A (en) * | 2014-04-02 | 2014-07-02 | 苏州天钻机械设备有限公司 | Cart and method for safely pushing and transporting goods |
| CN205471027U (en) * | 2016-01-08 | 2016-08-17 | 苏交科集团股份有限公司 | Facility of assembled hazardous articles storage under water |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105672230A (en) | 2016-06-15 |
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