WO2017054069A1 - Assemblage monolithique de type conteneur d'ensembles d'éléments de structure d'ossature pour construction d'installation industrielle à grande échelle - Google Patents

Assemblage monolithique de type conteneur d'ensembles d'éléments de structure d'ossature pour construction d'installation industrielle à grande échelle Download PDF

Info

Publication number
WO2017054069A1
WO2017054069A1 PCT/CA2015/050974 CA2015050974W WO2017054069A1 WO 2017054069 A1 WO2017054069 A1 WO 2017054069A1 CA 2015050974 W CA2015050974 W CA 2015050974W WO 2017054069 A1 WO2017054069 A1 WO 2017054069A1
Authority
WO
WIPO (PCT)
Prior art keywords
module
facility
framework structures
post
structures
Prior art date
Application number
PCT/CA2015/050974
Other languages
English (en)
Inventor
Ross Harper
Original Assignee
Modular Eyes Inc.
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 Modular Eyes Inc. filed Critical Modular Eyes Inc.
Priority to PCT/CA2015/050974 priority Critical patent/WO2017054069A1/fr
Publication of WO2017054069A1 publication Critical patent/WO2017054069A1/fr

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
    • E04B1/34326—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by longitudinal elements

Definitions

  • This invention is aimed at enhancing manufacturing and fabrication of componentry for industrial or processing facilities (for example) by tailoring prefabrication of modules suitable for both: a) shipment and logistics advantages enjoyed by container transport and transshipment systems; and b) convenient and safe, efficient assembly to working end-state on-site.
  • prefabricated housing might include things like "double-wide" trailerable buildings (Mobile Homes), which are manufactured and populated with furnishings and fixtures in a factory setting, packaged for delivery, for example on trailers, and delivered over conventional roadways to a building site, which has been prepared by installation of utilities and foundation works, to which the building can be fixed and attached, (see Champion Homes http://www. championhomes. com ⁇
  • SAGD components can be seen as those built and delivered by Oak Point Energy Ltd., Alberta, Canada (see www.oakpointenergy.ca/technology/1nsite-sagd), which provides modules of equipment such as steam generation plant(s) to be assembled and connected to associated water, gas, steam, control and electrical conduits, insulation, and connectors, and which are sized for road transport.
  • the modules are constructed in lower cost labour centers away from their eventual operational field site, and can theoretically be moved and reconfigured if it is decided to move them again from the initial site to another site (for instance, as the wells at the first site decline in production and the equipment is then more economically used at a second site).
  • prefabrication practice which is exemplified by log buildings, which are designed to be cut and assembled on a site near to the source of timber, then labeled and disassembled for shipment to an eventual building site to be re-assembled.
  • This type of partial prefabrication is also limited by the capacity of the shipping means between the originating site and the eventual building site, and the prefabrication cannot be as complete (for instance, this method can't usually configure wiring, plumbing, fixtures and appliances in the "factory") since the degree of disassembly for shipping is too extensive.
  • skids are single story structures designed to be lifted and placed from the bottom, resting on a skid or rail on their bottom side, and have limited upper structures.
  • Seacan containers are, in their most usual and essential configuration, closed steel containers of standard height, length, and width with a closable door at one end, most typically being sufficiently load-bearing to be capable of being stacked, and also including fittings (called corner castings) of standardized configuration and placement (typically at each corner) so that a number of Seacans can be fastened to one another at load- and attachment- points, or single Seacans can be fastened to transport vehicles such as wheeled dolleys or trailers, and can be fastened to overhead lift equipment (cranes, trolleys) for transshipment and loading/unloading from various modes of transportation (ships, trains, truck-tractors, etc.).
  • corner castings fittings of standardized configuration and placement (typically at each corner) so that a number of Seacans can be fastened to one another at load- and attachment- points, or single Seacans can be fastened to transport vehicles such as wheeled dolleys or trailers, and can be fastened to overhead lift equipment (cranes, trolleys
  • Seacans are standardized for international inter-modal shipment and for the transshipment from mode-to-mode at specialized ports using highly automated equipment and logistics management systems. Seacans will themselves most typically be loaded by being filled at an end-point (the beginning of its trip) and the door closed and sealed and then not unloaded until the other end-point of its trip (its destination) where it will be unloaded and its contents further distributed, with an unchanged cargo manifest through the life of the Seacan's journey.
  • containers may be stacked on each other and secured, without necessity of racks or individual mounting points on a container ship, for instance), and are of a standard size for which shipping mode transport equipment can also be standardized in design (dolley or trailer mounts, crane and hoist spreader and automated attachment/detachment mechanisms, railcar size with mount point locations, container ship hold and deck design for mounting points, load-bearing structures, etc.).
  • the standardized size and mount/load points in Seacan transport systems has accommodated many designs, including things like refrigerated containers with the refrigeration equipment mounted inside the standard dimensional envelope for Seacans, with external ports or connectors for power, etc.
  • enclosing the cargo in a Seacan for transport provides security against environment (water, rust, contamination), theft or interference/vandalism, exposure (trade secrets), and other threats.
  • each steel (corner) post At the top and bottom of each steel (corner) post is a mating forged handling lug or fitting which permits alignment and interlocking/connection of a container to an adjacent container (above or below) for stacking and attachment - these fittings are also suitable to attach the container to a vehicle (trailer, railcar, dolly) or a lifting or manipulation device (cable-spreader-crane) at a transshipment facility.
  • Process equipment for the production of heavy oil using SAGD can include water gathering and holding systems, water treatment systems, electrical distribution systems, steam generation systems, steam injection and handling systems, production systems with heaters and pumps, chemical and solvent receiving and recycling, processing, and management systems, production holding, treatment and heating systems, and heavy oil or dil-bit transport systems whether to truck, railcar or pipeline.
  • Each of these systems is interconnected, by virtue of being itself part of the system of injection of heat energy via steam /solvent or a combination of both into a well array to heat in situ heavy oil to the point where the oil can be flowed in production back to surface typically via a second complementary well array (forming SAGD well-pairs, for example) and then conditioned for transport and transported to market.
  • a second complementary well array forming SAGD well-pairs, for example
  • Each system has a number of inputs, whether fresh or recycled water, energy such as electrical or gas-power for steam generation or power for pumping or other operations, hydrocarbon from production or diluent from external suppliers or from local recycle systems.
  • Each has a number of outputs, such as water, steam, produced hydrocarbon, power, effluent, or dil-bit.
  • Each input and output must be managed and controlled, delivered or received, and these activities involve the use of many pipes, manifolds, valves, conduits, communications channels, power transmission lines, switches and controllers, sensors and meters and the like, each of which must be routed, installed and supported (physically) in the facility's structural environment.
  • this type of exemplary industrial facility in this example in an oilfield application, may be required to be constructed in a remote area, far away from industrial-scale or even controlled-environment fabrication and assembly facilities.
  • We refer here to this type of facility as facilities for large-scale industrial equipment and associated features (such as conduit, passageways, manways, pipelines, cable-ways, etc), sometimes qualified as "civil engineering scale", to point out to the reader that they are more akin to bridges and infrastructure than they are to habitable environments.
  • Parts must be shipped to the facility's site, some partially assembled, and then racking and support structures built, and pipe, conduit, and wiring must be run to larger pieces of equipment, which are typically delivered on baseframes or skids which can be mounted to foundations, and connected; control systems installed and tested; and finally, the plant may be commissioned after testing.
  • a set of post-and-beam support framework structures is provided in one embodiment of the invention for eventual assembly to form a (civil engineering scale) facility for large-scale industrial equipment and associated features, the features comprising at least one of: conduits, pipe-ways and cable- trays, catwalks and man-ways; the set of framework structures sized and with fittings and fasteners to be fitted and fastened together to form a (monolithic) module for shipment as a standardized multi-modal shipping container, with corner castings to permit the module to be treated during transport and inventory as a standard shipping container.
  • a module is comprised of a set of post- and-beam support framework structures fitted and fastened together as a standardized multi-modal shipping container with corner castings, to permit the module to be assembled from the set of framework structures at (or near) the place of manufacture of the set of framework structures, and to permit the module to be treated during shipment to an eventual destination as a standardized multi-modal shipping container.
  • the module is, at the eventual destination, to be taken apart and be reassembled (the set of framework structures, that is) to form larger components of a (civil-engineering scale) facility for large-scale industrial equipment and associated features, the features comprising at least one of: conduits, pipe-ways, cable-trays, catwalks and man-ways.
  • some of the post-and-beam support framework structures are capable of bearing a 10 metric ton load on each post.
  • the assembly is of at least two of the support framework structures attached to each other by a beam or beams, which beam or beams can also have been fitted and fastened to form the standardized module, each beam spanning up to about 7 meters, and each beam capable of carrying a load of up to about 20 metric tons.
  • the facility for large-scale industrial equipment and associated features of which the support framework structures are constructed is one of: a crude oil transshipment railyard, a SAGD steam generation and production facility, a heavy oil upgrader, a refinery, a chemical processing or food processing plant, a petro-chemical facility, a mining or mineral processing facility or some similar facility.
  • the invention includes a system where the framework structures are assembled at the eventual destination to facilitate a: gas compressor, steam generator, pumps, air compressors, separation or process vessels, heat exchanger, absorption towers, dessicant beds, controlled chemical reactors, water treatment equipment and associated features.
  • An embodiment involves a method of shipping a set of post-and- beam support framework structures from at or near their place of manufacture to an eventual destination as a module which may be treated as a standardized multi-modal shipping container by: a. Designing the framework structures to be manufactured and then fitted and fastened together into a module within the boundaries of the spatial envelope, and with strength, load-bearing points and connector corner castings, to permit the module to be treated for shipping purposes as a type of standardized multi-modal shipping container; b. Fitting and fastening the structures together, optionally with other structural subcomponents or materials in a module which conforms to the characteristics of a standardized multi-modal shipping container, including: i.
  • Figure 1 is a perspective drawing (not to scale) of a monolithic assembly Module comprised of Support Framework Structures (corner castings not shown).
  • Figure 2 is a perspective drawing (not to scale) of a Support Framework Structure.
  • Figure 3 is perspective drawing of another embodiment of an assembly of 4 sub-assemblies of Support Framework Structures.
  • Figure 4 is a perspective drawing (not to scale) of a specific embodiment railcar loading/unloading sub-assembly comprised of Support Framework Structures and other parts.
  • Figure 5 is a perspective drawing (not to scale) of a generic embodiment of sub-assembly comprised of Support Framework Structures and other parts with industrial equipment and associated features (equipment, piping, conduits, cable-trays), equipment and piping).
  • the effective quality of the large-scale facility for industrial equipment as an end-product of the disclosed system of design, manufacture, and modularization of structural framework components as a container, and then shipment and transshipment as a container can provide higher predictability of delivered componentry, better overall safety and lower cost of sub-component manufacture, fabrication and assembly labor and materials, with accurate logistics for just-in-time delivery to the eventual facility site, and higher quality of the larger assembly of the structural framework components into the constructed facility can result from the ability to design and manufacture exact or close- tolerance structural framework subcomponents which are then capable of more exact assembled large subassemblies, which in turn enables a user to achieve higher safety for all involved in the construction and commissioning of the eventual facility, and better ease of assembly of large subassemblies at remote sites (whether intermediate subassemblies or the facility itself as an assembly of subcomponents and subassemblies).
  • large module subassemblies (these are designed to be built off-site but within container-transportable range, and are fabricated as, for example, 36mX7.3mX7.5m subcomponent or intermediate sub-assemblies or sub-structures, which are then shipped to a remote construction site on specialized transporters) of industrial facilities for assembly on a remote construction site, with the intermediate modules or sub-structures designed to be built at one or more purpose-built manufacturing/fabrication/assembly facilities in controlled circumstances, from sets of structural framework subassemblies which are built to be fitted and fixed together, with other components, to meet Seacan specifications in terms of spatial envelope (for example 20' or 40' long x 8'- 0" wide x 8' - 6" high), a series of large intermediate subassemblies can be built and pre-populated with pipe, conduit, electrical, sensing, metering and signal wiring and apparatus, referred to elsewhere here as features associated with the eventual facility, in a module assembly yard and which large sub
  • framework structural subassemblies of which the facility's intermediate structural larger module or intermediate subassemblies are comprised may be disassembled from the facility on decommissioning or alteration of the facility, inventoried, and may be moved from one site to another as components, sets of subassemblies, made into a multi-modal container configuration again for shipping and handling, or moved as complete larger subassemblies, to accommodate facility movement, recycling and recovery.
  • Module walls from framework structural support elements are designed to be assembled together, possibly with other construction components or other elements (such as external sheeting, door and frame, corner posts and castings) and provided with standard seacan lugs to be bolted together into an assembly which forms a shipping structure which matches seacan dimensional requirements, for transport, and can thereby be built anywhere in the world and sent to anywhere in the world, taking advantage of the logistics and existing facilities surrounding containerized shipping.
  • Secondary and tertiary structural members can be secured to the fastened or bolted together framework structural element assembly, which then acts as their transport mechanism thereby eliminating the need for an actual seacan and avoiding the requirement to recycle empty seacans back to the point of origin since most or all of the assembly will be used in the end facility.
  • the module of the present invention is not necessarily skinned or sealed, but its assembled components may be in the open, or may be painted, coated, or otherwise protected.
  • the module of this invention may be skinned or sealed by installation of exterior wall panels to the set of structural frame members comprising the module.
  • the members of the structural framework set are standardized as well as the configuration of the assembly, and any included other construction elements. Under this design a welded structural framework element with all joints being moment connections is manufactured with typical support spacing.
  • Some individual components may be over designed for their actual load but uniformity of size (depth and kg/m) keeps the cost per tonne lower. All structural framework components can be made pre-drilled with uniformly dimensioned splice plates so that the components can be rotated, mirrored or inverted as the requirement may be. This allows for the interchange of components in an intermediate assembly yard as required to meet overall facility construction schedules.
  • the structural framework elements' design is based upon a stackable configuration to allow installation of all components (see sample listing below) by personnel within 1.5m of grade; most fitting and welding locations to interconnect pipes, equipment and conduit, gang-way, cable tray or other features may be carried out within 1.1 m of grade. This is provided by:
  • the cantilever beam assembly not only supports components but also supports planking for access for welding, bolting or other means of fastening (virtually no scaffold frames required). There should be no requirement for unsupported components , nor for extrinsic bracing during shipping nor to be added or removed at the facility site.
  • the structural frame ( Figure 2) is designed with a either no bracing or a single braced bay per final assembly to allow standardized anchor point(s) for piping and equipment.
  • Moment connections 19 are provided for structural joints in the module to reduce site labor (traditionally structural engineers will rely upon bracing to reduce the sectional framework dimensions and weight of structural members. Bracing typically is required from grade to the high point of the structure in all 3 dimensions and typically requires substantial amounts of labour to install both in the module yard and at the final site. A slight premium paid for the cost of over-building or over-spec'ing framework load capacity in sections of the primary structure is generally at least offset by the savings on labour. This can also improve safety by eliminating the requirement to manually handle the bracing gussets and structural members. By eliminating the need for supply and handling of extra steel members at the substantially higher rate of site labour in the field, costs of over-spec'd framework elements are off-set.
  • Bracing on site typically must be slung manually off of the in-place subassembly or intermediate sub-assembly with hoists and chain falls, and then aligned and bolted. Often site bracing is difficult to align as lack of structural anti- torsional strength and overall rigidity means that movements during transportation frequently distort the subassembly due to axial and lateral acceleration / deceleration.
  • the use of designed-in moment connections 19 and over-spec'd framework elements 10 substantially reduces or eliminates transport distortion and problems associated with misalignment or transport damage.
  • Structural framework side parts are interchangeable between modules, as they are of a standardized design, so that they may be substituted and used in case of critical need such as when a specific module is urgently required at site but not all of the structural components for that module have arrived.
  • the ability to pull a stock component from storage or inventory at an intermediate assembly yard or even on-site at the eventual facility, in order to address an immediate need with no additional engineering allows a game- changing enhancement to constructing urgently required assemblies.
  • a structural frame is assembled from the set of structural framework elements, it forms its own structure or can be joined longitudinally or vertically to additional structure(s) and other components can be readily installed, and once the other components are installed, the frames are stackable to a maximum shipping height (and length) (typically 36m x 7.3m x 7.5m in Alberta and 18m x 6m x 5.4m in British Columbia). No scaffolding is required until the individual module assemblies are stacked together. At that point vertical members are bolted to the cantilevered beams and a horizontal beam is installed on each of the adjoining modules, between them.
  • These 2 horizontal beams form a structure for scaffold planks to be slid into to form a work platform required to join pipes, and fittings when those are populated on the subassembly or assembled facility. Normally a 60 or 80 ton crane would be used to stack these individual module assemblies into the maximum shippable module.
  • a typical "parts list" for the structure of a set of individual structural framework components to a container-equivalent shipping module includes:
  • a typical assembly procedure at a remote site includes:
  • Equipment modules are designed to allow virtually 100% of connections to be done from the grating or from a small movable platform set on the grating; • If the modules are piperack modules (elevated) the bottom deck of the module is designed to allow for the use of a scissor lift with sufficient spacing and reach considerations for the skilled labour to stand and reach up to 600mm from the face of the pipe and employ semi-automatic orbital welding to join the pipe (bolted flanges may be used but are less efficient).
  • a number of Support Framework Structures 10 forms a set of Support Framework Structures 70 which is assembled at or near their point of manufacture into a module 70 configured to function as a multi-modal shipping container.
  • a module 70 configured to function as a multi-modal shipping container.
  • castings are installed at the corners of the module 70 for example at points 3, 15, 16, and 18 of the Framework Structures 10 in a module 70. The castings may be used at the assembly point for alignment of the vertically stacked frames 10.
  • a destination which may be an intermediate destination between the manufacturing location and an eventual site for construction of an industrial scale facility, several Support Framework Structures 10 are assembled with transverse beam elements 25 and other components or parts, to form a subassembly 30.
  • the sub-assembly may be comprised of a number of Support Framework Structures 10 stacked with vertical post members and transverse beams to form a tall sub-assembly 30, 50 or may be assembled to form a relatively short single-layer sub-assembly 40 such as a railcar loading and unloading module with conduits, pipes, valves and gantry, pump, meter and other associated features or equipment.
  • the sub-assembly 50 will typically house industrial equipment or process machinery 55 and associated connecting conduits, cables, pipes, valves and the like 60, and may include cable-trays 65 and similar scaffolding and supports.
  • a post 16, 17, 18 may be connected to a beam 12 with a moment connection 19 to avoid the need for corner bracing elements (not shown).
  • Transverse beams 25 Transverse beams. 30 Another example of Sub-assembly of Support Framework Structures with transverse components and other parts, assembled to form an intermediate stage of construction of a large-scale industrial facility.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

L'invention concerne un ensemble de structures d'ossature de soutien de montants et de poutres pour l'assemblage ultérieur d'une installation d'échelle de génie civil pour un équipement industriel à grande échelle et des caractéristiques associées, l'ensemble de structures d'ossature étant dimensionné et muni de raccords et d'éléments de fixation de sorte à fonctionner, lors d'un assemblage en vue d'une expédition, sous la forme d'un conteneur d'expédition polyvalent standardisé, avec des pièces de coin destinées à permettre au module d'être traité lors du transport et de l'inventaire en tant que conteneur d'expédition standard.
PCT/CA2015/050974 2015-09-28 2015-09-28 Assemblage monolithique de type conteneur d'ensembles d'éléments de structure d'ossature pour construction d'installation industrielle à grande échelle WO2017054069A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PCT/CA2015/050974 WO2017054069A1 (fr) 2015-09-28 2015-09-28 Assemblage monolithique de type conteneur d'ensembles d'éléments de structure d'ossature pour construction d'installation industrielle à grande échelle

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/CA2015/050974 WO2017054069A1 (fr) 2015-09-28 2015-09-28 Assemblage monolithique de type conteneur d'ensembles d'éléments de structure d'ossature pour construction d'installation industrielle à grande échelle

Publications (1)

Publication Number Publication Date
WO2017054069A1 true WO2017054069A1 (fr) 2017-04-06

Family

ID=58422608

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/CA2015/050974 WO2017054069A1 (fr) 2015-09-28 2015-09-28 Assemblage monolithique de type conteneur d'ensembles d'éléments de structure d'ossature pour construction d'installation industrielle à grande échelle

Country Status (1)

Country Link
WO (1) WO2017054069A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117684514A (zh) * 2024-02-04 2024-03-12 中国地质调查局成都地质调查中心（西南地质科技创新中心） 一种预制泥石流模块式排导槽构件

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4644708A (en) * 1985-10-03 1987-02-24 Constructions Metalliques Fillod Prefabricated modular building element and a building comprising such elements
US5447000A (en) * 1988-09-26 1995-09-05 Larsen; Peter W. Prefabricated building kit
US6463705B1 (en) * 1998-11-20 2002-10-15 Oakwood Homes Corporation Container for prefabricated transportable buildings
GB2476102A (en) * 2009-12-14 2011-06-15 Key Housing Ltd Transportable modular building construction system
WO2012129601A1 (fr) * 2011-03-30 2012-10-04 Blue Arc International Pty Ltd Système pour bâtiment

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4644708A (en) * 1985-10-03 1987-02-24 Constructions Metalliques Fillod Prefabricated modular building element and a building comprising such elements
US5447000A (en) * 1988-09-26 1995-09-05 Larsen; Peter W. Prefabricated building kit
US6463705B1 (en) * 1998-11-20 2002-10-15 Oakwood Homes Corporation Container for prefabricated transportable buildings
GB2476102A (en) * 2009-12-14 2011-06-15 Key Housing Ltd Transportable modular building construction system
WO2012129601A1 (fr) * 2011-03-30 2012-10-04 Blue Arc International Pty Ltd Système pour bâtiment

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN117684514A (zh) * 2024-02-04 2024-03-12 中国地质调查局成都地质调查中心（西南地质科技创新中心） 一种预制泥石流模块式排导槽构件
CN117684514B (zh) * 2024-02-04 2024-04-30 中国地质调查局成都地质调查中心（西南地质科技创新中心） 一种预制泥石流模块式排导槽构件

Similar Documents

Publication Publication Date Title
US20170089060A1 (en) Containerlike monolithic assembly of sets of framework structure components for large-scale industrial facility construction
US20170199505A1 (en) Pre-populated containerized module of subassembly and components from which to construct large-scale industrial facilities
US7972102B2 (en) Automated marine container terminal and system
US20110247290A1 (en) Drilling Rig and Mounting Method Therefor
US9102505B2 (en) Bridge crane assembly and a method for installing the same
CN102239303B (zh) 利用预制的和现场装配的构件装配冷箱的混合方法
US20120163919A1 (en) Method for erecting an underground construction
KR20200128012A (ko) 모듈식 프로세스 구조 시스템
CN201080493Y (zh) 移动的pvd/cvd涂装中心
CN112922404A (zh) 一种模块化装配式机房建造方法
WO2017054069A1 (fr) Assemblage monolithique de type conteneur d'ensembles d'éléments de structure d'ossature pour construction d'installation industrielle à grande échelle
US11428466B2 (en) Cold box steel structure and method for prefabricating and transporting same
US20180209727A1 (en) Structual support assembly for cold box structures in an air separation unit
WO2017120655A1 (fr) Module prérempli et conteneurisé de sous-ensemble et de composants pour la construction d'installations industrielles de grande échelle
CN103523665B (zh) 一种门座式起重机的运输迁移装置及方法
CA2906222A1 (fr) Assemblage monolithique de type contenant d'ensembles de composantes de structure de charpente de construction destinees a une installation industrielle a grande echelle
US20220306431A1 (en) Construction System
RU2415062C1 (ru) Мобильный сервисный центр для забойных двигателей, ясов и элементов бурильных колонн
CA2917538A1 (fr) Module partitionne prerempli de sous-ensemble et composantes a partir desquelles construire des installations industrielles a grande echelle
CN106608458A (zh) 集装箱的角连接组件及具有其的集装箱模块化建筑
US20210210934A1 (en) System and method for an inland pipeline control station
Magenes et al. Economics of Prefabricated Electrical and Instrumentation Buildings in Industrial Applications
Pan et al. Development of a fast and effective solution for on-site building envelope installation
KR102553425B1 (ko) Lng 생산기지 해상지역의 부두 설비 일체형 모듈화 시공방법
CN108842638B (zh) 钢管桁架梁轨道式胎架限位拼装、集群千斤顶卸载工法

Legal Events

Date Code Title Description
121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 15905011

Country of ref document: EP

Kind code of ref document: A1

NENP Non-entry into the national phase

Ref country code: DE

122 Ep: pct application non-entry in european phase

Ref document number: 15905011

Country of ref document: EP

Kind code of ref document: A1

32PN Ep: public notification in the ep bulletin as address of the adressee cannot be established

Free format text: NOTING OF LOSS OF RIGHTS PURSUANT TO RULE 112(1) EPC (EPO FORM 1205 DATED 05.10.2018)