CN110001876A - A kind of absorption type chinampa structure and construction method - Google Patents
A kind of absorption type chinampa structure and construction method Download PDFInfo
- Publication number
- CN110001876A CN110001876A CN201910276665.8A CN201910276665A CN110001876A CN 110001876 A CN110001876 A CN 110001876A CN 201910276665 A CN201910276665 A CN 201910276665A CN 110001876 A CN110001876 A CN 110001876A
- Authority
- CN
- China
- Prior art keywords
- island
- several
- wall steel
- island body
- absorption type
- 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.)
- Pending
Links
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B35/00—Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
- B63B35/44—Floating buildings, stores, drilling platforms, or workshops, e.g. carrying water-oil separating devices
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B75/00—Building or assembling floating offshore structures, e.g. semi-submersible platforms, SPAR platforms or wind turbine platforms
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Structural Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Combustion & Propulsion (AREA)
- Mechanical Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Civil Engineering (AREA)
- Revetment (AREA)
Abstract
The invention discloses a kind of absorption type chinampa structure and construction methods, it include: several island wall units and several island body units, island wall unit includes several island wall steel drums, and several island wall steel drums are the tube structure of both ends open, and the outer wall of several island wall steel drums, which is sequentially connected, surrounds ring structure；Island body unit, island body unit is arranged in the region that several island wall steel drums surround, including several island body buoyancy tanks and several island body attachment devices, several island body buoyancy tanks are body structure, it is fixedly connected between two adjacent island body buoyancy tanks by island body attachment device, the upper surface of several island body buoyancy tanks forms a platform；A kind of construction method of absorption type chinampa structure.Absorption type chinampa structure of the invention and construction method reduce engineering pollution, maintain the original ecological environment in waters, can move, are easily installed disassembly, and opposite Perioperative cardiac events engineering has more economy.
Description
Technical field
The present invention relates to the technical field of chinampa engineering more particularly to a kind of absorption type chinampa structures.
Background technique
Development with country to ecological environmental protection depth, Perioperative cardiac events engineering stop building substantially, in order to continue to play
Schedule has been put in support of the river coastline to urban development, chinampa engineering research.Chinampa engineering can provide in terms of kilometer
Land-based area is floated, various living facilities can be built on land-based area, floating itself does not generate pollution again to waters on the water, will not change
The original environment in waters, is green engineering.But due to chinampa planar dimension super large, current structural shape does not adapt to chinampa
The requirement of engineering.
Summary of the invention
It is led to the problem of above-mentioned, the purpose of the present invention is to provide a kind of absorption type chinampa structure and construction methods.
To achieve the goals above, the technical scheme adopted by the invention is as follows:
A kind of absorption type chinampa structure, wherein include: several island wall units and several island body units, the island wall unit
Including several island wall steel drums, several island wall steel drums are the tube structure of both ends open, outside several island wall steel drums
Wall, which is sequentially connected, surrounds ring structure；The island body unit, the island body unit are arranged in what several island wall steel drums surrounded
In region, including several island body buoyancy tanks and several island body attachment devices, several island body buoyancy tanks are body structure, adjacent
It is fixedly connected between the two island body buoyancy tanks by the island body attachment device, the upper surface of several island body buoyancy tanks forms one
Platform.
In an advantageous embodiment, the island body attachment device includes two rod irons and a steel plate, the steel plate
It is set on two rod irons, the steel plate is fixedly connected with two rod irons, and two rod irons are respectively with adjacent two
The island body buoyancy tank is fixedly connected.
In an advantageous embodiment, horizontally disposed in each island body buoyancy tank to have a two subregion partitions, two
The subregion partition is fixedly connected with the island body buoyancy tank.
In an advantageous embodiment, it is detachably connected between the two adjacent island wall steel drums by sliding equipment, institute
Stating sliding equipment includes guide rail and sliding block, and the guide rail is fixed therein on an island wall steel drum, and the sliding block is fixed on
On an other island wall steel drum, the guide rail and the sliding block slidable connection.
In an advantageous embodiment, the height of the island wall steel drum is greater than the height of the island body buoyancy tank.
The construction method of a kind of absorption type chinampa structure, wherein including the absorption type chinampa described in any one of above-mentioned
Structure, the construction method include:
Step 1: several island wall steel drums are transported into construction waters, several island wall steel drums pass through the sliding
Mechanism is sequentially connected, and is preset with inlet and outlet, and draw water to several island wall steel drums, to form island external for sinking installation
Profile；
Step 2: several island body buoyancy tanks are transported to several island wall steel drums from the import and export by barge
Assembled debugging is carried out in the region surrounded；
Step 3: in the additionally mounted island wall steel drum of the import and export, several island wall steel drums is made to close up cyclization
Shape structure completes chinampa engineering.
In an advantageous embodiment, pass through chain between each island wall steel drum and the adjacent two island wall steel drums
Structure is detachably connected, the chain structure include two chains and one lock, two chains respectively with the two adjacent islands
Wall steel drum is fixedly connected, and is connected between two chains by the locking phase.
In an advantageous embodiment, the overall structure that several island body buoyancy tanks surround is cut into cylinder, the platform
Shape be circle, the inner wall for the ring structure that the outer wall of the cylinder closes up with several island wall steel drums fits.
Due to using above-mentioned technology, the good effect for being allowed to have compared with prior art is the present invention:
(1) absorption type chinampa structure of the invention reduces engineering pollution, maintains the original ecological environment in waters.
(2) absorption type chinampa structure of the invention can move, and be easily installed disassembly, and opposite Perioperative cardiac events engineering is with more warp
Ji property.
Detailed description of the invention
Fig. 1 is the top view of absorption type chinampa structure of the invention；
Fig. 2 is the side view of island wall steel drum of the invention；
Fig. 3 is the connection schematic diagram of island wall steel drum of the invention；
The installation diagram of the island Tu4Shi body buoyancy tank and island body attachment device.
In attached drawing: 1, island wall unit；11, island wall steel drum；12, sliding equipment；121, guide rail；122, sliding block；2, island body list
Member；21, island body buoyancy tank；211, subregion partition；212, platform；22, island body attachment device；221, rod iron；222, steel plate.
Specific embodiment
The present invention provide one kind can the fast quick-detach installing mechanism of carry, to make the purpose of the present invention, technical solution and effect
It is clearer, clear, referring to the drawings and give an actual example that the present invention is described in more detail.It should be appreciated that described herein
Specific examples are only used to explain the present invention, is not intended to limit the present invention.
It should be noted that description and claims of this specification and term " first " in above-mentioned attached drawing, "
Two " etc. be to be used to distinguish similar objects, without being used to describe a particular order or precedence order, it should be appreciated that is used in this way
Data be interchangeable under appropriate circumstances.In addition, term " includes " and " having " and their any deformation, it is intended that
Cover it is non-exclusive include, for example, containing that a series of system of units, product or equipment is not necessarily limited to be clearly listed
A little units, but may include other units being not clearly listed or intrinsic for these products or equipment.
A kind of absorption type chinampa structure provided by the invention, as shown in Figure 1, Figure 2 and Figure 3, including several 1 Hes of island wall unit
Several island body units 2, in which: island wall unit 1 includes several island wall steel drums 11, and several island wall steel drums 11 are the cylinder of both ends open
Body structure, the outer wall of several island wall steel drums 11, which is sequentially connected, surrounds ring structure, and the upper port of several island wall steel drums 11 surrounds circle
Shape, each island wall steel drum 11 are detachably connected with two adjacent island wall steel drums 11 by sliding equipment 12, and sliding equipment 12 wraps
Guide rail 121 and sliding block 122 are included, guide rail 121 is fixed therein on an island wall steel drum 11, and sliding block 122 is fixed on other island wall
On steel drum 11,122 slidable connection of guide rail 121 and sliding block, when two independent island wall steel drums 11 connect, by an island
Sliding block 122 on wall steel drum 11 is inserted into from the upper end of the guide rail 121 on another island wall steel drum 11, is determined according to requirement of engineering floating
The area of island engineering, and then the number of island wall steel drum 11 needed for determining chinampa, surround chinampa profile by several island wall steel drums 11.
As shown in Figure 1 and Figure 4, island body unit 2 is arranged in the region that several island wall steel drums 11 surround, including several island bodies
Buoyancy tank 21 and several island body attachment devices 22, several island body buoyancy tanks 21 are body structure, between two adjacent island body buoyancy tanks 21
It is fixedly connected by island body attachment device 22, the upper surface of several island body buoyancy tanks 21 forms a platform 212, island body attachment device 22
It include two rod irons 221 and a steel plate 222, steel plate 222 is set on two rod irons 221, steel plate 222 and two rod irons 221
It is fixedly connected with, two rod irons 221 are fixedly connected with two adjacent island body buoyancy tanks 21 respectively, along level in each island body buoyancy tank 21
Direction is provided with two subregion partitions 211, and two subregion partitions, 211 island Jun Yu body buoyancy tank 21 is fixedly connected, the height of island wall steel drum 11
Greater than the height of island body buoyancy tank 21, several island wall steel drums 11 are sequentially connected the water that the ring structure surrounded maintains waters inside chinampa
Face is steady, does not fluctuate, and plays the role of maintenance, the stabilization for pressing water that island body unit 2 is kept to float up and down by island body unit 2,
Several island body buoyancy tanks 21 are connected in by entirety by island body attachment device 22 again, smoothness is further increased, makes island body unit 2
Reach the flattening effect on land-based area.
The above is only preferred embodiments of the present invention, are not intended to limit the implementation manners and the protection scope of the present invention.
The present invention also has on the basis of the above is implemented as follows mode:
Further, a kind of construction method of the absorption type chinampa structure of preferred embodiment is shown, continuing with referring to figure
1, shown in Fig. 3 and Fig. 4.
In a preferred embodiment, including above-mentioned absorption type chinampa structure, construction method includes:
Step 1: by several island wall steel drums 11 transport construction waters, several island wall steel drums 11 by sliding equipment 12 according to
Secondary to be connected, several island wall steel drums 11, which do not close up, is preset with inlet and outlet (not shown), is convenient for island body buoyancy tank 21 to island wall steel
It is transported in the region that bucket 11 surrounds, draw water sinking to installing to several island wall steel drums 11 forms the external profile in island；
Step 2: several island body buoyancy tanks 21 are transported from import and export by the region that several island wall steel drums 11 surround by barge
The assembled debugging of interior progress, several island body buoyancy tanks 21 are closely coupled, and the upper surface of several island body buoyancy tanks 21 is made to form platform 212；
Step 3: in the additionally mounted island wall steel drum 11 of import and export, closing up several island wall steel drums 11, to circularize structure complete
At chinampa engineering.
As shown in Figure 1, in a preferred embodiment, each island wall steel drum 11 and two adjacent island wall steel drums 11 it
Between be detachably connected by chain structure (not shown), chain structure include two chains and lock, two chains respectively with it is adjacent
Two island wall steel drums 11 be fixedly connected, between two chains pass through locking phase connect.
As shown in Figure 1, the overall structure that several island body buoyancy tanks 21 surround is cut into column in a preferred embodiment
The shape of body, platform 212 is circle, and the inner wall for the ring structure that the outer wall of cylinder closes up with several island wall steel drums 11 is affixed
It closes.
The above is only preferred embodiments of the present invention, are not intended to limit the implementation manners and the protection scope of the present invention, right
For those skilled in the art, it should can appreciate that and all replace with being equal made by description of the invention and diagramatic content
It changes and obviously changes obtained scheme, should all be included within the scope of the present invention.
Claims (6)
1. a kind of absorption type chinampa structure characterized by comprising several island wall units and several island body units；Wherein:
The island wall unit, including several island wall steel drums, several island wall steel drums are the tube structure of both ends open, several
The outer wall of the island wall steel drum, which is sequentially connected, surrounds ring structure；
The island body unit, the island body unit is arranged in the region that several island wall steel drums surround, including several island bodies
Buoyancy tank and several island body attachment devices, several island body buoyancy tanks are body structure, between the island body buoyancy tank of adjacent two
It is fixedly connected by the island body attachment device, the upper surface of several island body buoyancy tanks forms a platform.
2. absorption type chinampa according to claim 1 structure, which is characterized in that the island body attachment device includes two steel
Stick and a steel plate, the steel plate are set on two rod irons, and the steel plate is fixedly connected with two rod irons, and two
The rod iron is fixedly connected with the two adjacent island body buoyancy tanks respectively.
3. absorption type chinampa according to claim 1 structure, which is characterized in that along level in each island body buoyancy tank
Direction is provided with two subregion partitions, and the two subregion partitions are fixedly connected with the island body buoyancy tank.
4. absorption type chinampa according to claim 1 structure, which is characterized in that lead between the island wall steel drum of adjacent two
It crosses sliding equipment to be detachably connected, the sliding equipment includes guide rail and sliding block, and the guide rail is fixed therein an island
On wall steel drum, the sliding block is fixed on the other one island wall steel drum, the guide rail and the sliding block slidable connection.
5. wind power foundation matter according to claim 1 combines barrel structure, which is characterized in that the height of the island wall steel drum is big
In the height of the island body buoyancy tank.
6. a kind of construction method of absorption type chinampa structure, which is characterized in that including described in any one of claim 1 to 5
Absorption type chinampa structure, the construction method includes:
Step 1: several island wall steel drums are transported into construction waters, several island wall steel drums pass through the sliding equipment
It is sequentially connected, and is preset with inlet and outlet, draw water sinking to installing to several island wall steel drums forms the external profile in island；
Step 2: several island body buoyancy tanks are transported to several island wall steel drums from the import and export by barge and are surrounded
Region in carry out assembled debugging；
Step 3: in the additionally mounted island wall steel drum of the import and export, close up several island wall steel drums and circularize knot
Structure completes chinampa engineering.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910276665.8A CN110001876A (en) | 2019-04-08 | 2019-04-08 | A kind of absorption type chinampa structure and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910276665.8A CN110001876A (en) | 2019-04-08 | 2019-04-08 | A kind of absorption type chinampa structure and construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110001876A true CN110001876A (en) | 2019-07-12 |
Family
ID=67170244
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910276665.8A Pending CN110001876A (en) | 2019-04-08 | 2019-04-08 | A kind of absorption type chinampa structure and construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110001876A (en) |
Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4067285A (en) * | 1975-04-02 | 1978-01-10 | Jones Robert M | Modular floating structure |
| JP2011162017A (en) * | 2010-02-08 | 2011-08-25 | Npo Chikyu Club Network 2000 | Artificial island |
| CN102381451A (en) * | 2011-08-26 | 2012-03-21 | 侯唯敏 | Combined buoyancy tank and constructing method thereof |
| CN102951269A (en) * | 2011-08-19 | 2013-03-06 | 李路 | Combined floating island |
| CN103979084A (en) * | 2013-02-07 | 2014-08-13 | 张东扬 | Modular maritime floating island |
| CN205632948U (en) * | 2016-05-17 | 2016-10-12 | 孙亚非 | Artificial floating island structure |
| CN106516028A (en) * | 2016-11-23 | 2017-03-22 | 山东大学 | Multi-functional sea floating island |
| CN106564572A (en) * | 2016-11-02 | 2017-04-19 | 浙江海洋大学 | Buoyancy-adjustable artificial floating island |
| CN108239988A (en) * | 2018-02-23 | 2018-07-03 | 中交第三航务工程勘察设计院有限公司 | A kind of assembled steel barrel base structure and its construction method |
| CN109972650A (en) * | 2019-04-08 | 2019-07-05 | 中交第三航务工程勘察设计院有限公司 | A kind of wind power foundation steel combination barrel structure and construction method |
| CN210126619U (en) * | 2019-04-08 | 2020-03-06 | 中交第三航务工程勘察设计院有限公司 | Adsorption type floating island structure |
-
2019
- 2019-04-08 CN CN201910276665.8A patent/CN110001876A/en active Pending
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4067285A (en) * | 1975-04-02 | 1978-01-10 | Jones Robert M | Modular floating structure |
| JP2011162017A (en) * | 2010-02-08 | 2011-08-25 | Npo Chikyu Club Network 2000 | Artificial island |
| CN102951269A (en) * | 2011-08-19 | 2013-03-06 | 李路 | Combined floating island |
| CN102381451A (en) * | 2011-08-26 | 2012-03-21 | 侯唯敏 | Combined buoyancy tank and constructing method thereof |
| CN103979084A (en) * | 2013-02-07 | 2014-08-13 | 张东扬 | Modular maritime floating island |
| CN205632948U (en) * | 2016-05-17 | 2016-10-12 | 孙亚非 | Artificial floating island structure |
| CN106564572A (en) * | 2016-11-02 | 2017-04-19 | 浙江海洋大学 | Buoyancy-adjustable artificial floating island |
| CN106516028A (en) * | 2016-11-23 | 2017-03-22 | 山东大学 | Multi-functional sea floating island |
| CN108239988A (en) * | 2018-02-23 | 2018-07-03 | 中交第三航务工程勘察设计院有限公司 | A kind of assembled steel barrel base structure and its construction method |
| CN109972650A (en) * | 2019-04-08 | 2019-07-05 | 中交第三航务工程勘察设计院有限公司 | A kind of wind power foundation steel combination barrel structure and construction method |
| CN210126619U (en) * | 2019-04-08 | 2020-03-06 | 中交第三航务工程勘察设计院有限公司 | Adsorption type floating island structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107709151B (en) | Housing for a floating wind turbine platform | |
| US10822760B2 (en) | Maritime structure for laying the foundations of buildings, installations and wind turbines by means of gravity in a marine environment | |
| EA026167B1 (en) | Process for installing an offshore tower | |
| KR101642949B1 (en) | Off-shore floating power generation | |
| CN109185023B (en) | Tank float type wave energy power generation device integrated on floating breakwater | |
| CN102167141B (en) | Box-shaped truss type four-stand column deep water platform system with asymmetric soft cabin | |
| CN106065843A (en) | Offshore floating type electromotor | |
| CN111942533A (en) | Three-upright-column offshore wind power generation platform system | |
| CN101844606B (en) | Shallow sea wind power construction system, shallow sea wind power platform and shallow sea wind power construction method | |
| JP5732150B1 (en) | Tower-type floating structure and installation method thereof | |
| CN113404649A (en) | Pontoon suitable for multi-pile foundation and floating fan combined structure system | |
| CN110001876A (en) | A kind of absorption type chinampa structure and construction method | |
| GB2039330A (en) | Energy conversion devices | |
| CN107585269B (en) | Seawater three-dimensional oil tank platform, system and construction method thereof | |
| CN212294724U (en) | Equipment for prefabricating offshore wind power barrel type foundation at wharf front edge | |
| CN208559697U (en) | A kind of support anchor structure of floating on water photovoltaic plant | |
| JPS5837449B2 (en) | It's important to know what's going on. | |
| CN111005400A (en) | Equipment and method capable of performing migration and prefabrication of offshore wind power barrel type foundation | |
| RU53308U1 (en) | MARINE SUBMERSIBLE PLATFORM | |
| CN203142985U (en) | Water floating base platform for ocean current power generation | |
| CN104648625A (en) | Prefabricated concrete above-water platform | |
| CN217972747U (en) | Denitrification system for concentrated water treatment | |
| CN205207901U (en) | Pipeline weight box | |
| CN220476632U (en) | Semi-submersible composite material deep open sea net cage | |
| CN214033580U (en) | Combined floating bag type floating breakwater structure connected by steel skeleton |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |