WO2023096531A1 - Structure de construction de clôture à assembler et module de construction de structure de clôture à assembler - Google Patents

Structure de construction de clôture à assembler et module de construction de structure de clôture à assembler Download PDF

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Publication number
WO2023096531A1
WO2023096531A1 PCT/RU2022/050208 RU2022050208W WO2023096531A1 WO 2023096531 A1 WO2023096531 A1 WO 2023096531A1 RU 2022050208 W RU2022050208 W RU 2022050208W WO 2023096531 A1 WO2023096531 A1 WO 2023096531A1
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WO
WIPO (PCT)
Prior art keywords
elements
profiles
building
reinforcing
panels
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PCT/RU2022/050208
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English (en)
Russian (ru)
Inventor
Дмитрий Андреевич ХРИСТОВ
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Общество с ограниченной ответственностью "Аэрокарбон Глобал"
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Priority claimed from RU2022117583A external-priority patent/RU2022117583A/ru
Application filed by Общество с ограниченной ответственностью "Аэрокарбон Глобал" filed Critical Общество с ограниченной ответственностью "Аэрокарбон Глобал"
Publication of WO2023096531A1 publication Critical patent/WO2023096531A1/fr

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/28—Walls having cavities between, but not in, the elements; Walls of elements each consisting of two or more parts kept in distance by means of spacers, all parts being solid
    • E04B2/30—Walls having cavities between, but not in, the elements; Walls of elements each consisting of two or more parts kept in distance by means of spacers, all parts being solid using elements having specially designed means for stabilising the position; Spacers for cavity walls

Definitions

  • the present invention relates to the field of construction, in particular to the production of enclosing structures - building panels with unified parameters both in dimension and in locking and fastening joints, used as enclosing structures for prefabricated low-rise buildings, load-bearing and self-supporting in the construction of multi-storey structures.
  • Such panels include slabs that make up the walls and partitions of buildings and floor slabs, including slabs that combine the functionality of the truss system, insulation and roofing, forming the roof of the building.
  • Composite materials such as sandwich panels, which are a combination of a strong outer layer of metal, plywood or OSB boards and a mineral wool or foamed polymer materials filling, are currently used for the rapid construction of buildings.
  • the strength of such structures is determined solely by the thickness and rigidity of the external materials used, and the metal rolling profile.
  • their use as roofing requires an increased depth of profile rolling for metal structures and an increased thickness of the profile for wooden structures, the presence of a mandatory angle of inclination depending on climatic requirements, snow load, and the installation of additional stiffeners is mandatory.
  • the actual subsidence of the insulation under the influence of its own weight and moisture accumulated in the thickness of the insulation is facilitated by the complex surface profile of the panels and the associated difficulty in sealing the joints.
  • the main disadvantage is the low structural strength and the need to build a load-bearing frame, even for relatively small structures.
  • One-piece building structures cannot be erected without an additional load-bearing frame, both external and embedded in the body of panels, which, in the latter case, significantly changes the thermal conductivity in such areas.
  • Such sandwich panels in fact, are not self-supporting, but only facing building elements.
  • materials used as cladding such as plywood or board from oriented directional chips, are used with adhesive compositions containing phenolic groups, unlike pure wood, which adversely affect the environmental situation in room.
  • a wall block for a self-supporting wall structure is known (invention according to the patent of the Russian Federation No. 2683446, publ. 03/28/2019), containing insulating material, vertical load-bearing partitions connecting the longitudinal sides of the wall block, at least one reinforcing element connecting the wall blocks to each other by means of combinations of a recessed part with a protruding part on another reinforcing element.
  • This connection does not call this connection a lock connection, but in fact it is such, since it involves fixing the parts due to the spring-loaded shape of the protruding part, corresponding to the concave-expanded form of the receiving part, which excludes free separation of the connection and fastens the entire wall structure assembled from such blocks.
  • this patent describes a prefabricated energy-efficient reinforced building structure, equipped with an interlock for connection with similar structures to form an integral building structure, the strength of which is determined by the number of transverse partitions in the blocks, however, the strength of the connection of the entire structure is limited only by the strength of the connection of the interlock pair located in the region of the central axis of the blocks, while the reinforcing elements themselves are not a monolithic part of the block itself, but are attached to it either with glue or screws, the Author did not disclose the topic of the technology for organizing wall turns or its bends using a lock connection. Such a decision is justified, applicable and makes sense only in the organization of flat self-supporting walls, including window and door openings.
  • the execution material like plywood, is fire hazardous and is subject to subsequent finishing and protection from the influence of environmental factors.
  • a building envelope is known (international application WO2018094468, published on May 31, 2018), containing building elements, including: external cladding panels, on the inner surface of which a plurality of parallel ribs are formed with the formation of a groove, connecting elements having protrusions at the end, made with the possibility of a lock connection with the indicated grooves.
  • the cavities formed by the outer cladding panels and connectors may be hollow or filled with filler such as concrete, light bonding material, foamed polymer material, insulating material, and the like.
  • the disadvantage of the known solution is the high cost of technological equipment for the production process.
  • the aim of the present invention is to create a building modular structure for pre-fabricated low-rise buildings, characterized by a high degree of unification of interlocks, providing the possibility of simple and quick installation of panels in any combination, while ensuring the strength of the prefabricated structure.
  • the technical result achieved by the claimed invention is lightweight self-supporting and load-bearing enclosing structures with an internal reinforcing element, joints unified in geometric dimensions and profile, with high load parameters and thermal efficiency, suitable for the construction of prefabricated, energy-efficient stationary and mobile structures of increased strength by industrial means or directly on construction site.
  • the building module of the prefabricated building envelope contains external cladding panels equipped with locking elements on the inside and key elements at the ends and elongated reinforcing profiles located between the outer cladding panels with the formation of cavities, while the reinforcing profiles are equipped with at least four locking elements made with the possibility of engagement with the locking elements of the outer facing panels.
  • the technical result is achieved by the fact that the prefabricated building envelope contains the specified building modules; rotary profiles for connecting cladding panels at an angle, while the rotary profiles are equipped with locking elements for connection with key elements on the ends of the outer facing panels and the fixing elements of the reinforcing profile; mounting profiles for facing an open vertical end cut of a horizontally placed building module and containing a vertical section and a horizontal section fixed to the building module; mounting blocks for connecting horizontal and vertical / inclined building modules, made with the possibility of fastening on a horizontal section of the mounting profile or building module and containing mounting elements for fastening the end part of the reinforcing profile.
  • the proposed enclosing structure is a composite three-dimensional structure rigidly connected by a system of locks, consisting of building modules, including external facing panels and internal reinforcing profiles.
  • the cavities formed by the outer cladding panels and connecting elements can be made hollow or filled with a structural expandable polymer filler.
  • the enclosing structure may contain plugs, and for organization of rotation - rotary profiles.
  • the thickness of the enclosing building structure is determined by the purpose and climatic requirements; for each type used, it has a certain multiple dimension and a single standard size of the interlocks, allowing you to combine structural elements in a wide range of connections during the installation of the building. In one building, it is possible to use structures with different multiple dimensions.
  • FIG. 1 and 2 shows a section of a building module assembled from external facing panels and internal reinforcing profiles of various types.
  • FIG. Figure 3 shows the structure of building the enclosing building structure during the formation of panel turns and lapels.
  • FIG. 4 shows a view of a building module of a single size, which is an assembly unit - a pole with a standard reinforcing profile and a solid filling with foamed polymer,
  • FIG. 5 shows a view of a building module of a single size, which is an assembly unit - a reinforced pole with a girdle filling with foamed polymer and a cavity for communications or additional filling with reinforced solutions.
  • FIG. 6 shows an axonometric projection of the enclosing building structure with a section of the connection section of the horizontal panel with the vertical one by means of a mounting block and a mounting and decorative linear profile with an elongated visor.
  • the section of the vertical panel is schematically represented only by the vertical H-type reinforcing profile.
  • the basis of the building module is the internal reinforcing profile 1, the task of which is to connect the outer facing panels, hold the geometric dimensions of the building module, increase its rigidity and stability along all axes of force application, fasten it to other structural elements by means of locking joints;
  • the reinforcing profile 1 may have different geometry in accordance with the purpose and is equipped with at least four locking elements 3, made with the possibility of engagement with the locking elements 4 of the outer facing panels 2, as well as plugs 6 of the building envelope (figure 1-3).
  • the locking elements 3 are provided with at least one ledge.
  • Reinforcing profile 1 can be made H-shaped (1b) with walls inclined from the center line, cruciform (1a), as a special case of an I-beam without a central transverse part, as well as more complex shapes, including internal squares (1c) and additional ribs rigidity, a nodal connection having a paired interlock located at 90 ° to each other at the ends of the beams for coupling with other structural elements.
  • the device of the reinforcing profile on the example of H - shaped reinforcing profile 1b (Fig. 2): the profile has a structure that is symmetrical in external dimensions, but asymmetrical in internal shape, which ensures both high manufacturability of the product by extrusion, and its various applications - strength vector product differs with a different location in the panel, depending on its purpose.
  • the H-type reinforcing profile is used in structures with increased load requirements along certain axes - wall panels, floor slabs.
  • the beams of the profile are used as a reinforcing I-beam channel, to ensure increased linear strength of the wall panel, the profile is fixed with beams along the surface of the facing panel and a complex space is formed at the joints of the wall elements, when poured with a rigid structural foamed polymer, a strong connecting element, working on the tear resistance of the panel.
  • an asymmetric H or X profile with an increased dimension along one of the axes can be used.
  • the dimension along the second axis is preserved.
  • the wall thickness of the reinforcing profile 1 can also vary depending on the purpose and the expected load capacity of the structure.
  • Reinforcing profile with an internal channel 1c (figure 2, figure 5) can be used as a communication or as a formwork for pouring a reinforcing belt
  • a reinforcing profile with a complex section can be used as a formwork built into a wall panel for pouring high-strength mortars such as concrete, geoconcrete, polymer compositions to form load-bearing columns with a large load capacity.
  • the combination of vertical and connected horizontal sections can be a power built-in frame base for multi-storey construction while maintaining high energy efficiency parameters of enclosing structures.
  • the material of the reinforcing profile 1 can be metal, including lightweight alloys, or rigid polymeric materials and compositions based on them, the structural strength of which is sufficient for the tasks.
  • the length of the reinforcing profile during production by extrusion is dimensionless, the elements are cut to length according to the project.
  • External cladding panels 2 are panels with locking elements 4 formed on the inner sides.
  • the locking elements 4 are made with a pitch of a single element corresponding to the size of the reinforcing profile 1 and provide connection of the external facing panels with the fixing elements 3 of all types of reinforcing profiles 1 used. with fixing elements 3 of all types of reinforcing profiles 1 used, and directly between the facing panels 2 (Fig.1-5).
  • the lock elements 4 contain at least one groove for connection with the locking element 3 or the key element 5.
  • External cladding panels 2 are made of metal or at least one type of polymeric material having a rigidity sufficient to maintain structural strength, the outer side of the cladding panel 2 can be coated with any kind of finishing material applied to the panel both directly during production and upon completion construction assembly.
  • the texture and color of the exterior finish material is selected depending on the purpose and design of the building module.
  • Interlocking connections are self-locking along all axes of force application, the strength of the connections is equal to or exceeds the strength of materials in the linear sections of the structural elements.
  • the main part of the lock elements is connected by the principle of linear immersion of the key element 5 into the lock 4 along the length of the building module, in cases where such a connection is not possible due to dimensional restrictions in the assembled structures, self-locking spring-loaded connections are used that allow butt fixing.
  • the length of the panel during production by extrusion is dimensionless, the panel is cut to length according to the project.
  • the width of the building module varies from a single one, which is the sum of the double thickness of the outer cladding panel, excluding the outer finish and dimensions of the reinforcing profile, i.e. multiple of the thickness of the assembled building envelope.
  • the maximum width of a building module made of polymeric materials is limited by the productivity of extruders, natural processes of deformation of materials and tolerances in the production of such polymeric products and is currently 1.2 meters.
  • the use of polymeric materials, especially on the inside of the building, is preferable in terms of energy efficiency.
  • Plugs 6 are used in places that require increased adhesion, in the nodes of the branch walls, at corner turns and contain locking elements located at the required angles and ensuring reliable adhesion of the facing panels 2 and the reinforcing profile 1 (Fig.3).
  • Rotary profiles 7 are also used in wall branch nodes, at corner turns and contain locking elements located at the required angles and providing reliable adhesion both to the key elements 5 of the facing panels 2 and to the fixing elements of the reinforcing profiles 1 (Fig.3) .
  • the length of the plug 6 and the rotary profile 7 in the production by extrusion is dimensionless and is cut to length according to the project.
  • the dimensions of all elements of the enclosing building structure are unified, and are a multiple of the established single dimension step, which allows the installation of all building elements in any combination of lengths in the longitudinal and perpendicular directions, turns, branches, with guaranteed access to the attachment point of the oncoming panel.
  • the structural foamed polymer filler 8 is a thermosetting composite material with an epoxy or polyurethane base with reinforcing additives on based on carbon fibers and carbon nanoparticles, flame retardants, fiber binders.
  • the density of the foamed material can vary from 20 to 500 kg per m3 , depending on the purpose of the enclosing structure.
  • the cavities between the reinforcing profile and the outer cladding panels and/or the cavities formed in the reinforcing profile are filled with high-density structural foam, which gives very high structural load capacity, since the forces are evenly distributed both over all rigid plastic elements and over the structural foam filler.
  • the process of filling with foamed polymer is a sealing factor for lock joints, since the foamed polymer under pressure penetrates into the cavity of the locks, fills them, completely eliminates possible backlashes and creates a wide integral crust along the air channels with a dense closed-cell, and closer to the outer part - a non-cellular structure and extremely low degree of moisture absorption, eliminates the capillary effect. All interlocks, except for natural sealing with a foamable polymer, can be treated with sealing and adhesive compounds, which both facilitate the assembly of large-sized linear elements and provide a higher level of water protection, especially in roofing.
  • thermosetting plastics such as expanded polystyrene as fillers is not allowed due to low adhesion, low structural strength, environmental friendliness and fire hazard.
  • the main distinguishing feature of the prefabricated building envelope is the presence of an internal load-bearing frame formed by a reinforcing profile directly in the thickness of the building envelope.
  • the material of the frame and its shape guarantee the strength of the product in all planes, the absence of cold bridges when any combination of elements, full compatibility for all joined elements, the choice of a constructive solution depending on the purpose of the panel.
  • the use of rigid polymer-composite materials for the manufacture of reinforcing profiles and external cladding panels, in combination with the filling of voids with a rigid polymer foam with a high degree of adhesion to the materials used, provides both high strength characteristics of the product and a very low heat capacity of the structure.
  • the enclosing building structure can be used as a load-bearing and self-supporting wall, partition, self-supporting roofing, load-bearing floor panel.
  • the width of the enclosing building structure can vary from a single dimension, at which, when finished with single facing panels, it forms a square section column, to any size determined by the project.
  • the structure, together with all branches and angular turns, will be a monolithic, uniformly connected product without weak points of potential break.
  • the strength of the structure at any point is due to the strength of the locking joints, which is almost equal to the strength of the material of the facing panels.
  • connection of horizontal and inclined enclosing structures - floor panels, roof panels, is made using specialized mounting profiles and mounting blocks.
  • the mounting profile is a seat for assembled wall structures, with the possibility of screw fastening to horizontal surfaces, followed by fixing wall elements in the profile.
  • the length of the mounting linear profile is determined by the length of the wall, the protruding internal elements of the profile are guides into which a wall structure is inserted, the outer element is a decorative plinth that hides the unevenness of the cut of wall panels.
  • the internal volume created between the horizontal surfaces and the wall panels within the mounting profile can be filled with both foam materials and prestressed foam seals to ensure joint tightness and sound/thermal insulation.
  • the mounting block 10 is a monolithic profile structure, fixed with a screw connection on horizontal surfaces, both independently and within the mounting profile at points where it is required to ensure a rigid connection of the horizontal and vertical elements of the enclosing structure.
  • the protruding part of the mounting block 10 has a groove of dimensions and geometry of the reinforcing profile and mounting elements, and when the assembled enclosing structure is installed on the block, the reinforcing profile is tightly fixed in this cavity. The final fixation of the wall panel is made by screwing through the mounting block and the reinforcing profile immersed in it.
  • the number of involved mounting blocks 10 depends on the strength requirements of the structure as a whole. Mounting blocks 10 are installed on all corner joints of the walls. When building more than one floor, mounting blocks 10 are installed at one point of the floor slab and pulled together through it with metal studs.
  • the prefabricated enclosing building structure due to the technological tolerances of the locking profiles and the flexibility of the beams of the reinforcing profile, allows the production of building modules with a radial profile, provided that the radius is much greater than the basic unit size of the structure.
  • external facing panels are installed on one of the sides with a small reduced or increased pitch of the locking elements.
  • a mounting profile cut along the inner ledge on both sides is used, which has increased flexibility compared to a solid double one. The installation of such a mounting profile to horizontal surfaces is carried out along the inside between the protrusions, the mounting blocks are fixed directly to the horizontal surfaces along
  • the assembly of the enclosing building structure is possible in two ways:
  • the enclosing building structure is formed at the installation site in the form of a hollow structure containing reinforcing profiles 1 and cladding panels 2, including turns, wall bends, elements with openings, followed by fixing them on horizontal surfaces by means of mounting profiles and mounting blocks and pouring foam filler already in the cavity of the erected structure.
  • the method is applicable when assembling small-sized, mobile, transportable structures. Also, this method is applicable in cases where it is necessary to install a building envelope on a site, delivery to which is associated with transport restrictions that do not allow transporting large-sized products.
  • reinforcing profiles 1, external facing panels 2, plugs 6, rotary profiles 7 are cut along the length in accordance with the project.
  • the assembly modules are formed by the method of serial connection of the locking elements 4 of the facing panels 2 and the fixing elements 3 of the reinforcing profiles 1 (Fig.3).
  • the locking elements 4 and the key elements 5, made at the ends are connected external facing panels.
  • Wall assembly modules of limited length, within 4 meters, can be formed vertically under their own weight or with vibration immersion according to the type of connection of sheet pile structures, long structures are formed horizontally using vibropresses and vibrating carts.
  • plugs 6 and turning profiles 7 are used, which are connected to external facing panels 2 and reinforcing profiles 1 by locking joints.
  • the assembled product is trimmed with mechanical devices, taking into account the end cavities required for subsequent installation, free of foam polymer, for landing on mounting profiles 9 and blocks 10, and a foamable filler is introduced into the free cavities of the structures in the estimated volume.
  • the expandable foam filler 8 firmly fixes all the elements together, fills and deforms the lock joints from the inside, fixes and seals them.
  • FIG. 6 illustrates the connection of horizontally and vertically arranged building modules.
  • an external mounting and decorative profile 9 is first attached to a horizontal surface, a mounting block 10 is placed in its cavity and fixed through it to a horizontal facing panel 2. The location of the mounting holes allows the screws to pass through the thickness of the material in the area of the locking elements 4, which significantly enhances adhesion .
  • the H-profile 1b of the vertical building module is mounted on the seat of the mounting block 10, and the mounting profile 9 is also equipped with locks that are joined with the locking elements 4 of the finishing panels of the wall structure, providing a tight connection, further reinforced by a screw connection and, if necessary, the free space is filled with foamable polymer.
  • the filling of cavities can be carried out with foamed materials with different parameters, denser on the inside of the wall panel, lighter, with a minimum heat capacity index - on the outside. Calculations show that to ensure sufficient heat capacity for the climate of the middle zone at temperatures up to 20 degrees, 100 mm of foamed polyurethane with a density of 20 kg / m3 is sufficient. To ensure the structural strength of the wall structure of a low-rise building, it is sufficient to fill with rigid structural foam only the areas bounded by the beams of the reinforcing profile and the walls of the outer facing panels from the inside of the room. Also, individual blocks from the side of the premises can be left free from pouring for conducting electrical communications, pipelines, and ventilation shafts in them. Due to the high degree of waterproofing and the absence of vapor permeability, the ventilation system, both natural and forced, is provided for by the project and is built directly into the enclosing building structure.
  • Structures assembled from polymer-composite enclosing structures are low in weight, do not require external or built-in reinforcing frames, due to the presence of a basic dimension and the versatility of interlocks, all elements of the structures are firmly joined, there are no cold bridges. All interconnected wall elements are a monolithic, difficult to destroy product, and due to the high density and viscosity of the materials used and specialized mounting blocks, the strength of the connection of horizontal and vertical panels is limited solely by the strength of the fasteners - screws and studs and the number of mounting points.
  • thermosetting plastics used such as PVC with stabilizers and additives, have a low level of environmental impact, a high level of protection against decomposition in ultraviolet radiation, and are approved for use as finishing materials in construction and everyday life.
  • a composition of mineral fillers such as marble chips, or wood flour bound by PVC or polyethylene
  • even the permissible level of toxicity of the product is significantly reduced.
  • As a foamable filler only materials with no or minimal release of toxic substances during decomposition are used - compounds based on epoxy resins and polyurethane, which, unlike expanded polystyrene, do not reproduce products of phenolic groups during natural and thermal decomposition, but over time decompose exclusively into safe ingredients.
  • the estimated service life of the structure is much higher than that of panels on a metal and wood base.
  • the indestructible life of PVC with a complex of stabilizers and combined materials based on mineral fillers bound by PVC or polyethylene exceeds 80 years, and surfaces protected with mineral chips in the case of additional finishing, more than 100. drying out, cracking, shrinkage.
  • the material at the end of its service life, and also, if necessary, can be both recycled for further industrial use and safely disposed of at landfills.
  • the structures are suitable for direct mounting on them of power-bearing devices loaded both statically and dynamically without additional reinforcing devices, such as require, for example, porous mineral materials - foam concrete, foam ceramics and the like, hollow bricks, masonry and plaster mortars based on chalk, gypsum, where the strength of the connection is not possible on small areas of support. It is this property that makes it possible to provide a very strong connection of structural elements through additionally mounted devices and transitions, such as wall branches, e.g. extensions, partitions during redevelopment, using a screw connection to one of the cladding panels. A through screw connection in the area of the lock thickenings is the most reliable and is used in especially loaded places - at the junctions with mounting blocks, columns. Such connections make building structures in general difficult to destroy.
  • the claimed method has a clear advantage over the widely used technology for the production of structures from sandwich panels.
  • EFFECT invention provides significantly higher structural strength and load capacity with low own weight. It also provides a high degree of safety and environmental friendliness of the product, durability, low cost of mass production, extremely simple on-site construction technology, the ability to transport industrially manufactured elements of structures by road or by container transportation, delivery of assembled, ready-to-use structures to hard-to-reach areas, the ability to operate as independent buildings for residential and technical purposes, as well as elements of modular large-scale construction.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Finishing Walls (AREA)

Abstract

La présente invention relève du domaine de la construction. L'invention concerne une structure de construction de clôture à assembler comprenant des modules de construction, comprenant des panneaux de parement externes avec des éléments de verrouillage sur le côté interne et des éléments clés aux extrémités, ainsi que des profilés de renfort allongés comportant au moins quatre éléments de fixation; des profilés orientables afin de connecter les panneaux de parement à un certain angle, des profilés de montage pour le parement d'une fente d'extrémité verticale non fermée d'un module de construction disposé horizontalement, et des unités de montage afin de connecter les modules de construction horizontaux et verticaux/inclinés.
PCT/RU2022/050208 2021-11-29 2022-06-30 Structure de construction de clôture à assembler et module de construction de structure de clôture à assembler WO2023096531A1 (fr)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
RU2021134893 2021-11-29
RU2021134893 2021-11-29
RU2022117583A RU2022117583A (ru) 2022-06-29 Строительный модуль сборной ограждающей конструкции
RU2022117583 2022-06-29

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WO2023096531A1 true WO2023096531A1 (fr) 2023-06-01

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Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2380498C2 (ru) * 2006-07-21 2010-01-27 Филь-Инзаль Корпорэйшн Арматура для усиления панели теплоизоляционной бетонной формы, панель теплоизоляционной бетонной формы, комплект панелей теплоизоляционной бетонной формы, теплоизоляционная бетонная форма, теплоизоляционная бетонная форма для колонн, теплоизоляционная бетонная форма для т-образной стены и способ усиления панели теплоизоляционной бетонной формы
JP5450016B2 (ja) * 2009-12-07 2014-03-26 正 斉原 コンクリート打設用型枠
WO2018094468A1 (fr) * 2016-11-26 2018-05-31 Armour Wall Group Pty Limited Panneau de bâtiment amélioré
RU2689013C1 (ru) * 2018-08-15 2019-05-23 Виктор Николаевич Молодцев Профиль для монолитного строительства стен одновременно с облицовкой
KR20200120005A (ko) * 2019-04-11 2020-10-21 남궁민우 건축용 벽체 일체형 거푸집 조립체
RU2743286C1 (ru) * 2020-08-06 2021-02-16 Владимир Алексеевич Полчанинов Составная стяжка блока несъемной опалубки

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2380498C2 (ru) * 2006-07-21 2010-01-27 Филь-Инзаль Корпорэйшн Арматура для усиления панели теплоизоляционной бетонной формы, панель теплоизоляционной бетонной формы, комплект панелей теплоизоляционной бетонной формы, теплоизоляционная бетонная форма, теплоизоляционная бетонная форма для колонн, теплоизоляционная бетонная форма для т-образной стены и способ усиления панели теплоизоляционной бетонной формы
JP5450016B2 (ja) * 2009-12-07 2014-03-26 正 斉原 コンクリート打設用型枠
WO2018094468A1 (fr) * 2016-11-26 2018-05-31 Armour Wall Group Pty Limited Panneau de bâtiment amélioré
RU2689013C1 (ru) * 2018-08-15 2019-05-23 Виктор Николаевич Молодцев Профиль для монолитного строительства стен одновременно с облицовкой
KR20200120005A (ko) * 2019-04-11 2020-10-21 남궁민우 건축용 벽체 일체형 거푸집 조립체
RU2743286C1 (ru) * 2020-08-06 2021-02-16 Владимир Алексеевич Полчанинов Составная стяжка блока несъемной опалубки

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