CN106985965B - A kind of plat wide type deck house construction design method - Google Patents

A kind of plat wide type deck house construction design method Download PDF

Info

Publication number
CN106985965B
CN106985965B CN201710184445.3A CN201710184445A CN106985965B CN 106985965 B CN106985965 B CN 106985965B CN 201710184445 A CN201710184445 A CN 201710184445A CN 106985965 B CN106985965 B CN 106985965B
Authority
CN
China
Prior art keywords
deck house
deck
ratio
interval number
design method
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.)
Active
Application number
CN201710184445.3A
Other languages
Chinese (zh)
Other versions
CN106985965A (en
Inventor
孙雪荣
杨青
石丽娜
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
708th Research Institute of CSIC
Original Assignee
708th Research Institute of CSIC
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by 708th Research Institute of CSIC filed Critical 708th Research Institute of CSIC
Priority to CN201710184445.3A priority Critical patent/CN106985965B/en
Publication of CN106985965A publication Critical patent/CN106985965A/en
Application granted granted Critical
Publication of CN106985965B publication Critical patent/CN106985965B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B3/00Hulls characterised by their structure or component parts
    • B63B3/14Hull parts
    • B63B3/48Decks
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B71/00Designing vessels; Predicting their performance
    • B63B71/10Designing vessels; Predicting their performance using computer simulation, e.g. finite element method [FEM] or computational fluid dynamics [CFD]

Abstract

The present invention provides a kind of plat wide type deck house construction design methods, comprising: step 1, establishes the corresponding initial threedimensional model of deck house;Step 2, deck house length value, deck house width value and deck house height value are obtained from initial threedimensional model;Step 3, calculate the ratio of the deck house width value and the deck house length value, it takes natural number to obtain first interval number the ratio, calculates the ratio of the deck house length value and the deck house width value, take natural number to obtain second interval number the ratio;Step 4, the deck house is transversely divided by the region that quantity is equal to first interval number by setting longitudinal wall, the deck house is divided by the region that quantity is equal to second interval number by setting cross wall along longitudinal direction.Deck house is partitioned into several square shapes as far as possible, guarantees that the design structure of deck house complies with standard, and save materials to the greatest extent, center of gravity is avoided to move up.

Description

A kind of plat wide type deck house construction design method
Technical field
The present invention relates to technical field of ships, are specifically related to a kind of plat wide type deck house construction design method.
Background technique
The loading capacity of semi-submerged ship and volume have biggish improvement at present.Its deck house is generally located on first building, bottom Away from hull bottom baseline height up to 35m or so, although semi-submerged ship deck house height is lower than container ship deck house, because overall performance, The composite factors such as general layout and each side's limitation, cause deck house shape will not be too long in the length direction of hull, can only be along it Extend in width direction and increases volume.So needing corresponding design deck house internal structure with balanced stress and shearing force.
On the other hand, and due to the strict control of center of gravity, the selection of the deck house interior design of limitation and mode is separated, and Typically designed by artificial experience intervention, Personnel design is required in this way it is larger, increase cost and simultaneously may be by Hull is caused not meet design requirement in error.
Summary of the invention
For the above-mentioned problems in the prior art, it is now intended to provide a kind of plat wide type deck house construction design method, To solve the above problems.
Specific technical solution is as follows:
A kind of plat wide type deck house construction design method, comprising:
Step 1, first processing units are provided, for establishing the corresponding initial model of deck house;
Step 2, the second processing unit is provided, for obtaining deck house length value, deck house width value from initial model;
Step 3, third processing unit is provided, for calculating the ratio of the deck house width value and the deck house length value Value, takes natural number to obtain first interval number the ratio, calculates the deck house length value and the deck house width value Ratio takes natural number to obtain second interval number the ratio;
Step 4, fourth processing unit is provided, for the deck house to be transversely divided into quantity etc. by setting longitudinal wall In the region of first interval number, the deck house is divided by the area that quantity is equal to second interval number by setting cross wall along longitudinal direction Domain.
Further, in step 4, the deck house transversely etc. is divided into first interval number by the longitudinal wall Section.
Further, in step 4, two longitudinal walls close to the cross central line of deck house are symmetrical along the cross central line Setting.
Further, two longitudinal walls of the cross central line of the close deck house respectively with the transverse center linear distance For 0.4~0.6 times of deck house length value.
Further, two longitudinal walls of the cross central line of the close deck house respectively with the transverse center linear distance For 0.5 times of deck house length value.
Further, in the step 3, the first interval number is the corresponding immediate natural number of ratio.
Further, in the step 3, the second interval number is the corresponding immediate natural number of ratio.
Further, in step 4, the deck house is divided into second interval by the cross wall along its length etc. Several sections.
The good effect of above-mentioned technical proposal is:
Deck house is partitioned into several by above-mentioned plat wide type deck house construction design method as far as possible in this way Square form, guarantee that the design structure of deck house meets structural strength, rigidity, the standard of vibration, and section to the greatest extent Materials are saved, center of gravity is avoided to move up, above-mentioned steps are handled by program and are exported as a result, relatively simple convenience.
Detailed description of the invention
Fig. 1 is a kind of flow chart of plat wide type deck house construction design method of the invention.
Specific embodiment
It is real below in order to be easy to understand the technical means, the creative features, the aims and the efficiencies achieved by the present invention It applies example combination attached drawing 1 to be specifically addressed technical solution provided by the invention, but the following contents is not as the limitation of the invention.
A kind of plat wide type deck house construction design method, comprising:
Step 1, first processing units are provided, the corresponding initial threedimensional model of deck house is established;It is directly three-dimensional by input The mode of model, so that it may length, width and the height value of deck house are directly directly determined by Data Analysis Software, it is very smart It is really reliable.
Step 2, the second processing unit is provided, deck house length value, deck house width value are obtained from initial threedimensional model With deck house height value;By the length value of acquisition, width value, so that the position of cross wall and longitudinal wall directly can be set.
Step 3, third processing unit is provided, the ratio of the deck house width value and the deck house length value is calculated, It takes natural number to obtain first interval number the ratio, calculates the ratio of the deck house length value and the deck house width value Value, takes natural number to obtain second interval number the ratio;In the step 3, the first interval number is the corresponding ratio It is worth immediate natural number.In the step 3, the second interval number is the corresponding immediate natural number of ratio.Example As a deck house length respectively about 14.4m, 42.5m, 14.8m so can divided by length value by width value It is 3 in the hope of first interval number, and it is 1 that length value, which can be obtained by second interval number divided by width value, thus having determined needs 2 longitudinal walls, 0 cross wall are set, and the section of shear and shearing rigidity both increase will by about one time.
Step 4, fourth processing unit is provided, the deck house is transversely divided by quantity by setting longitudinal wall and is equal to the The deck house is divided into the region that quantity is equal to second interval number by setting cross wall by the region of one interval number along longitudinal direction. In one embodiment, the deck house transversely etc. is divided into the section with first interval number by the longitudinal wall.It is described The deck house is divided into the section with second interval number along longitudinal direction etc. by cross wall.With the model split deck house of equal part compared with To be rationally reliable, in another embodiment, two longitudinal walls of the cross central line of close deck house are along the cross central line It is symmetrical arranged.For above example, two longitudinal walls of the cross central line of the close deck house are respectively and in the transverse direction The deck house length value that heart linear distance is 0.4~0.6 times, preferably 0.5 times.The two of the cross central line of the close deck house A longitudinal wall is respectively 8.5 meters with the transverse center linear distance.
Corresponding to first processing units, the second processing unit, third processing unit and fourth processing unit the step of processing It is realized, is played efficiently, accurate effect by program.
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 plat wide type deck house construction design method characterized by comprising
Step 1, first processing units are provided, for establishing the corresponding initial model of deck house;
Step 2, the second processing unit is provided, for obtaining deck house length value, deck house width value from initial model;
Step 3, third processing unit is provided, for calculating the ratio of the deck house width value and the deck house length value, It takes natural number to obtain first interval number the ratio, calculates the ratio of the deck house length value and the deck house width value Value, takes natural number to obtain second interval number the ratio;
Step 4, fourth processing unit is provided, is equal to for the deck house to be transversely divided into quantity by setting longitudinal wall The deck house is divided into the region that quantity is equal to second interval number by setting cross wall by the region of one interval number along longitudinal direction;
In the step 3, the first interval number is the corresponding immediate natural number of ratio;
In the step 3, the second interval number is the corresponding immediate natural number of ratio.
2. a kind of plat wide type deck house construction design method according to claim 1, which is characterized in that described in step 4 The deck house transversely etc. is divided into the section with first interval number by longitudinal wall.
3. a kind of plat wide type deck house construction design method according to claim 1, which is characterized in that close in step 4 Two longitudinal walls of the cross central line of deck house are symmetrical arranged along the cross central line.
4. a kind of plat wide type deck house construction design method according to claim 3, which is characterized in that the close deck The deck house length value that two longitudinal walls of the cross central line of room are respectively 0.4~0.6 times with the transverse center linear distance.
5. a kind of plat wide type deck house construction design method according to claim 4, which is characterized in that the close deck The deck house length value that two longitudinal walls of the cross central line of room are respectively 0.5 times with the transverse center linear distance.
6. a kind of plat wide type deck house construction design method according to claim 1, which is characterized in that described in step 4 The deck house is divided into the section with second interval number along longitudinal direction etc. by cross wall.
CN201710184445.3A 2017-03-24 2017-03-24 A kind of plat wide type deck house construction design method Active CN106985965B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710184445.3A CN106985965B (en) 2017-03-24 2017-03-24 A kind of plat wide type deck house construction design method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710184445.3A CN106985965B (en) 2017-03-24 2017-03-24 A kind of plat wide type deck house construction design method

Publications (2)

Publication Number Publication Date
CN106985965A CN106985965A (en) 2017-07-28
CN106985965B true CN106985965B (en) 2019-06-28

Family

ID=59411872

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201710184445.3A Active CN106985965B (en) 2017-03-24 2017-03-24 A kind of plat wide type deck house construction design method

Country Status (1)

Country Link
CN (1) CN106985965B (en)

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3305322A1 (en) * 1983-02-16 1984-08-16 Blohm + Voss Ag, 2000 Hamburg SHIP WITH SEVERAL DECKS AND LONGITUDE AND CROSS-BEARING ELEMENTS ALONG THE DECKS
DE3411299A1 (en) * 1984-03-27 1985-10-17 Blohm + Voss Ag, 2000 Hamburg SHIP
CN1948081A (en) * 2006-11-03 2007-04-18 大连船舶重工集团有限公司 Assembly ship building unit element, modularization designing method
CN103439082B (en) * 2013-08-27 2016-05-11 浙江大学 The marine multifunction test platform of novel floating
CN105844033B (en) * 2016-03-30 2022-12-06 中国舰船研究设计中心 Simplified and gradual destruction analysis method for total longitudinal ultimate strength of ship

Also Published As

Publication number Publication date
CN106985965A (en) 2017-07-28

Similar Documents

Publication Publication Date Title
CN107235119B (en) The method for fairing of molded line is built on a kind of
CN111680365B (en) Simulation method for change characteristics of fuel level of fuel tank of airplane by combining CATIA and Amesim
US8200459B2 (en) Methods and systems for generating suitable meshes for hybrid RANS/LES modelling
CN107145693A (en) The dynamic measurement method of the irregular fuel tank fuel quantity of aircraft
CN106985965B (en) A kind of plat wide type deck house construction design method
Kurkina et al. Propagation regimes of interfacial solitary waves in a three-layer fluid
Belibassakis et al. Numerical and experimental investigation of the performance of dynamic wing for augmenting ship propulsion in head and quartering seas
Pinkster et al. A real-time simulation technique for ship-ship and ship-port interactions
Koutroukis et al. Multi-objective optimization of container ship design
Cucinotta et al. Numerical prediction of ventilated planing flat plates for the design of Air Cavity Ships
Lu et al. Mesh properties for RANS simulations of airfoil-shaped profiles: A case study of rudder hydrodynamics
Thelen et al. Multi-fidelity gradient-based optimization for high-dimensional aeroelastic configurations
Sun et al. Energy consumption optimization of steady-state gliding for a Blended-Wing-Body underwater glider
CN110637135B (en) Method for producing a load-bearing structure
Zhao et al. Applying strip theory based linear seakeeping loads to 3D full ship finite element models
Valanto On Boundary Conditions for Damage Openings in RoPax-Ship Survivability Computations
CN109070972B (en) Hybrid catamaran hull and ship using same
CN103770902B (en) The method for designing of catamaran lamellar body and utilize the catamaran that the method manufactures
Zhang et al. Time domain simulation of damage flooding considering air compression characteristics
KR101983818B1 (en) Exterior information providing system for design of leisure ship
Gosteev et al. Numerical and Experimental Studies of the Use of Fiber-Reinforced Polymers in Long-Span Suspension Bridges
CN109767489A (en) A kind of airborne LiDAR point cloud power line vector quantization modeling method and storage medium
US7302368B2 (en) Method and arrangement for forming construction
An et al. Design of breakwaters to minimize greenwater loading on bow structures of fixed vessels
Kawabe et al. The study of storm loading simulation model for fatigue strength assessment of ship structural members 1st report new storm loading simulation model which is consistent with a wave frequency table

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
GR01 Patent grant
GR01 Patent grant