It is possible to examine the horizontal direction of both pressure pipes and non-pressure pipes in accordance with the standards for land improvement "pipeline," "sewer," and "water supply" during normal conditions and seismic events.
We will conduct structural calculations for "pressure pipes" and "non-pressure pipes" in the transverse direction, in accordance with land improvement "pipeline," "sewer standards," and "water supply standards," for both normal conditions and seismic conditions (Level 1.2). Pipe type data is registered in the database and additional registrations are possible. The cross-sectional shapes correspond to "trough type," "protruding type," "reverse protruding type," "sheet pile construction," and "simple earth retention work." By inputting the burial depth and calculation pitch, bulk cross-section registration is also possible. Calculation reports can include table of contents creation, detailed printing for each cross-section, and Word output.
Inquire About This Product
basic information
- Structural calculations for the horizontal cross-section of pipes can be performed for both normal and seismic conditions. - Other considerations for burial depth include the examination of "uplift" and "frost depth" in cold regions. - The types of pipes that can be examined include ductile iron pipes, steel pipes, rigid PVC pipes, polyethylene pipes, and reinforced plastic composite pipes for flexible pipes, and centrifugally cast reinforced concrete pipes and core-type prestressed concrete pipes for rigid pipes. - General pipe type characteristic values are registered in the database as standard. Additionally, new registrations as registered pipes are also possible. - The applied loads consider crowd loads, vehicle loads, residential loads, snow loads, and track loads, with the option to specify construction loads. Vehicle loads can also be calculated using the Pushover method (according to water supply and sewerage standards). - Construction methods (construction cross-sections) can be specified as trench type, protruding type, reverse protruding type, sheet pile construction, and simple earth retention methods. Furthermore, for rigid pipes under sewerage standards, considerations for "removal of sheet piles" can be included in the examination for sheet pile construction/simple earth retention methods. - Registration of examination cross-sections allows for specifying the range of burial depth (m), inputting calculation pitch, and bulk registration of cross-sections. - Output forms include the generation of a table of contents, input data, design calculation documents, detailed calculation documents for each cross-section, output of calculation result summary tables, and Word output via RTF conversion.
Price information
¥231,000 (HASP method + tax included)
Price range
P3
Delivery Time
P2
Applications/Examples of results
Standards and Specifications Land Improvement Project Planning Design Standards "Pipeline" (June 2021) "Guidelines for Sewerage Facility Planning and Design" (2015 Edition) "Guidelines for Water Supply Facility Design" (2012 Edition)
Company information
Our developed products are the result of collaboration among the "Sales Division," "Development Division," and "Design Division," along with the accumulated achievements of our sponsoring companies. We are engaged in the development of innovative civil engineering design software. No matter how systematized the world becomes, it is people who create and use these systems, and we believe that what emerges from communication between people is of utmost importance.
![[User Report] Architectural Design and Drafting CAD DRA-CAD 3](https://image.mono.ipros.com/public/product/image/8ec/2000109591/IPROS6620920878077273505.gif?w=280&h=280)
![[Analysis Case] Calculation of Electromagnetic Force in the Plunger Model](https://image.mono.ipros.com/public/product/image/149/2000060395/IPROS43160246470680152775.gif?w=280&h=280)
