WO2011078734A1 - Procédé d'édification d'un bâtiment à structure monolithique avec façade externe décorative - Google Patents

Procédé d'édification d'un bâtiment à structure monolithique avec façade externe décorative Download PDF

Info

Publication number
WO2011078734A1
WO2011078734A1 PCT/RU2010/000678 RU2010000678W WO2011078734A1 WO 2011078734 A1 WO2011078734 A1 WO 2011078734A1 RU 2010000678 W RU2010000678 W RU 2010000678W WO 2011078734 A1 WO2011078734 A1 WO 2011078734A1
Authority
WO
WIPO (PCT)
Prior art keywords
walls
formwork
building
wall
floor
Prior art date
Application number
PCT/RU2010/000678
Other languages
English (en)
Russian (ru)
Inventor
Дахир Курманбиевич СЕМЕНОВ
Original Assignee
Semenov Dahir Kurmanbievich
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 Semenov Dahir Kurmanbievich filed Critical Semenov Dahir Kurmanbievich
Priority to EP10839866.0A priority Critical patent/EP2402525A4/fr
Publication of WO2011078734A1 publication Critical patent/WO2011078734A1/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
    • E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
    • E04B1/161—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with vertical and horizontal slabs, both being partially cast in situ
    • 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
    • E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
    • E04B1/167—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with permanent forms made of particular materials, e.g. layered products
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B5/326—Floor structures wholly cast in situ with or without form units or reinforcements with hollow filling elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/48—Supporting structures for shutterings or frames for floors or roofs
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/48—Supporting structures for shutterings or frames for floors or roofs
    • E04G11/50—Girders, beams, or the like as supporting members for forms
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/14—Bracing or strutting arrangements for formwalls; Devices for aligning forms
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate

Definitions

  • the invention relates to the field of construction, in particular to methods and methods of erection and construction of monolithic-frame houses of different storeys with multilayer walls that do not require insulation, additional processing and finishing of the inner and outer surfaces.
  • a known method of manufacturing a multilayer wall including the formation of a rigid spatial frame with grids for attaching concrete layers and connecting elements, installing a heat insulation plate in it, then fixing it on the foundation and applying shotcrete of the inner and outer layers of concrete, while the formation of the frame is carried out in a horizontal position with the size on the floor, taking into account the thickness of the wall with the simultaneous placement of a heater inside it, moreover, when forming the frame, the heater insulation plate
  • They are connecting elements, which use reinforcing rods, rigid spatial bonds, rod ties and technological rods, while reinforcing bars and rigid spatial bonds are placed in holes previously made in the insulation plate, rod ties are passed through the heater at an angle of 45 ° to its plane , and the technological rods are installed and fixed on its surface with the formation of a thermo-reinforcing bag used as a fixed formwork (see Patent for invention RU N ° 2095526, Cl.
  • a known method of construction of a precast-monolithic frame of a multi-storey building including the floor installation of non-cantilevered reinforced concrete columns along the alignment axes, placement in spans between the last mounting bridges installed on the supporting racks for installing prefabricated supporting elements for supporting prefabricated monolithic transverse crossbars of the strapping of non-cantilever columns and formwork for forming reinforced concrete monolithic spacer longitudinal connecting braces of strapping, laying on the supporting parts of the prefabricated monolithic transverse crossbars in the design position to form floor disks of multi-hollow reinforced concrete slabs, installation of reinforcement for crossbars, simultaneous laying reinforced concrete throughout the entire floor with the formation of longitudinal spacers and load-bearing precast monolithic crossbars and monolithic with them by means of concrete longitudinal joints that form the disks of the cells of the floor overlap adjacent and supported on each previously mentioned supporting precast-monolithic transverse crossbar of adjacent multi-hollow slabs, exposure of the laid high-strength concrete, stripping of
  • the known method of monolithic housing construction involves the construction of a monolithic frame of the building, consisting of pillars and floors, the space between which is further filled either with blocks, or with brick, or panels (not executed monolithic with the frame).
  • a known method of forming a multilayer wall including the formation using the formwork of three vertical layers of reinforced concrete, interspersed with heat-insulating layers and fastened together by rigid jumpers placed not coaxially (see patent for the invention RU ⁇ ° 2335604, Cl. E 04 B 2/84, on. in 2008).
  • This method allows the construction of monolithic walls of different thicknesses with a sufficiently high strength, but does not solve the problem of increasing the durability of the building. Walls built using this technology require additional decoration and subsequent regular repairs.
  • the closest technical solution is the method of construction of buildings, including the construction of a frame of monolithic prefabricated elements of reinforced concrete, some of which are made on a production line containing equipment for laying concrete, devices for supplying and installing reinforcement, formwork with a longitudinal longitudinal molding cavity under the corresponding, simultaneously manufactured design, including forming surfaces and a pallet, which is installed on discrete supports with rigid fixation in the central along the length of the part and the possibility of the rest of the length of the directional slip on both sides along the length and alignment of the height position of the pallet on the supports, the pallet being provided with centrally mounted attachment points of the central side forming the formwork surface of the formwork and also located along the longitudinal edges of the pallet the fixation and opening nodes of the longitudinal outer folding sides of the formwork, forming other forming surfaces, and the formwork is provided with transverse forming cutter removable end diaphragms (see Patent for invention RU N ° 2293822, Cl. E 04 V 1/18, op. in 2007).
  • This method of building a building is
  • the present invention is directed to solving the technical problem of reducing the complexity and timing of the construction of the building, increase universality of the construction of the building frame with monolithic walls that do not require additional decoration and repair of the internal and external surfaces, improving the operational characteristics of the building, simplifying the process of pouring concrete mixture during the erection of the building walls, increasing the reliability, strength and earthquake resistance of the structure.
  • FIG. 1 shows the foundation of a building with reinforcing tabs and fixing stops for formwork in isometry.
  • FIG. 2 the same with reinforcement for walls.
  • FIG. 3 the same with concrete poured formwork.
  • FIG. 4 the same, with the formwork removed.
  • FIG. 5 the same, with installed formwork and reinforcement bolts.
  • FIG. 6 the same, with a crate of overlapping the first floor.
  • FIG. 7 the same, with a substrate on the overlapping crate.
  • FIG. 8 the same, with hollow formers, fittings and fixing stops for formwork.
  • FIG. 9 the same, with concrete floors.
  • FIG. 10 the same with reinforcement under the formwork of the second floor.
  • FIG. 1 1 same with flooded concrete formwork of the second floor.
  • FIG. 12 the same, with the formwork removed.
  • FIG. 13 the same, with installed formwork and rebar bolts of the second floor.
  • FIG. 14 the same, with a crate for overlapping the second floor.
  • FIG. 15 with a substrate on the crate of overlapping the second floor.
  • FIG. 16 the same, with hollow formers, fittings and fasteners for the roof frame.
  • FIG. 17 the same, with concrete floors on the second floor.
  • FIG. 18 the same, with a mounted roof frame.
  • FIG. 17 the same with concrete floors on the second floor.
  • FIG. 19 19 - the same with the roof lathing.
  • FIG. 20 finished building.
  • FIG. 21 a finished building with corners laid out of brick.
  • FIG. 22 wall formwork with a factory-made two-layer wall blank.
  • FIG. 23 wall formwork with prefabricated multilayer wall billet.
  • the method of erecting a monolithic-frame building with decorative exterior decoration is used for the construction of houses and structures of different storeys and types.
  • it Before pouring the foundation 1, it is preliminarily laid in it by placing vertically reinforcing tabs 2 and fixing stops 3 for removable wall formwork 4.
  • reinforcement 5 After the foundation has dried, reinforcement 5 is knitted for reinforcing tabs 2 for walls 6 of the first floor, placing it at some distance from each other (see Fig. 1). These distances are determined by the size of future windows and doors.
  • Partially hollow removable wall formwork 4 includes factory-made multilayer wall blanks consisting of at least one decorative layer 7 and at least one heat-insulating layer 8.
  • Wall blanks are located in the pallet 9 of the formwork 4, which is assembled covered by a hollow cover 10 (see Fig. 22 and 23).
  • Removable formwork 4 is vertically lowered from above onto the reinforcement 5, placing the wall blank with the decorative layer 7 out so that the reinforcement 5 is inside the hollow cover 10 of the formwork 4 (see Fig. 3).
  • the hollow part of the formwork 4 is limited on one side by the heat-insulating layer 8 of the wall blank located in the pallet 9 of the formwork 4, and on the other hand by the cover 10 of the formwork 4.
  • the decorative layer 7 and the heat-insulating layer 8 are connected between reinforcing elements 11 so that the reinforcing elements 1 1 protrude beyond the insulating layer 8 into the hollow zone of the formwork 4 formed by the cover 10.
  • the formwork 4 installed on the reinforcement 5 is fixed in the fixing lugs 3 and concrete form the hollow part of formwork 4 with reinforcement 5 and reinforcing elements 11, forming a concrete bearing layer 12 of the building wall 6, leaving the upper area 13 of formwork 4 unfilled with concrete.
  • the wall formwork 4 is removed (see Fig. 4) and fixed in the upper zone 13 crossbar formwork 14 (see Fig. 5).
  • a wooden crate 16 is mounted to overlap 17 of the first floor and a substrate 18, for example, laminated plywood, is mounted on it (see Fig. 7).
  • void formers 19 reinforcement 20 of the first floor overlap and fixing stops 21 for formwork 4 are installed, and then poured with concrete to form the floor 17.
  • Walls 6, erected on the foundation 1, are located at some distance from each other with the formation of openings 22 for windows and doors (windows and doors are not shown in the figure).
  • the inner surface of the walls, poured immediately to the height of the floor with the help of formwork 4, does not require additional finishing and plastering due to the high-quality performance of the inner surface of the cover 10 of the formwork 4.
  • the second floor and the next floors are built in the same way as the first floor, starting from knitting reinforcement 5 for installing formwork 4 the second floor until the formation of the overlap 23 of the next floor.
  • the reinforcing elements 11 connecting the decorative layer 7, the heat-insulating layer 8 and the supporting concrete layer 12 rigidly connect the wall blanks with the wall structure 6, and this in turn is connected by the reinforcement 5 to the foundation 1, to the ceilings 17 and 23, to the crossbars 24 and 25 buildings.
  • bookmarks 26 are installed for fastening the frame 27 of the semi-dome roof 28 (see Fig. 16). After the hardening of concrete on the floor 23 to the tabs 26, the frame 27 of the half-dome roof 28 is welded. Then it is sheathed, for example, with boards 29 and covered with roofing material 30.
  • This method provides the possibility of erecting walls 5 of the house with corners 31 free of concrete structures, which allows angles of different geometry to be made.
  • the corners of the building 31 are laid with bricks or blocks. Windows and doors are installed in the openings 22 between walls 6 (windows and doors are not shown in the figure).
  • the method also provides for the erection of balconies 32 simultaneously with the erection of floors 17, for this, during installation, the crate 16 of the floors 17 is mounted outside the walls 6 of the building using supporting posts 15 located on the cantilever sections of the floor 17 (see Fig. 10).
  • Support racks 33 are used to erect the lathing of the visor 34 made of roofing material, for this, before pouring concrete, the lathing 16 of the floors 23 is mounted using the support racks 33 outside the walls of the building (see Fig. 19 - 20). Due to the above properties of this method, you can vary the appearance of the building, the number of floors, the location and execution of windows, doors, balconies and loggias, as well as the internal layout, while maintaining the advantages of a monolithic structure low-rise construction with factory production of wall billets.
  • void formers 19 and 35 in the construction of floors 17 and 23 makes it possible to reduce the weight of the structure and the cost of materials without loss of structural strength of the floors 17 and 23. Since In this method, the construction of the building frame from reinforced concrete monolithic walls 6, rigidly connected by means of concrete and reinforcement 5 with the foundation 1, floors 17 and 23, is provided during construction, a solid earthquake-resistant structure is formed that forms a single spatial monolith. Due to the fact that the wall formwork 4 strung on reinforcement 5 and installed on the foundation 1 or on the floor of the next floor 17 is adjusted vertically and horizontally by mounting brackets 36 and supporting-screw regulators (not shown in the figure), a high level of accuracy of the walls being constructed is achieved using simple fixtures.
  • a semi-dome roof 28 on a metal frame 27 connected with the reinforcement 5 of the walls 6 and floors 23 of the building improves the strength and seismic stability of the building distributed loads along a curved path.
  • the use of a removable wall formwork 4 with a prefabricated wall billet consisting of a decorative layer 7 and a heat-insulating layer 8 connected by reinforcing elements 1 1, the loop ends of which extend beyond the heat-insulating layer 8, can not only increase the strength of the frame-monolithic building structure , since all its vertical and horizontal elements are rigidly interconnected, but also to erect a building that has a decorative appearance and does not require insulation and sound insulation, and also additional interior and exterior decorating.
  • the manufacture of the wall blank in the pallet 9 in the factory provides high quality decorative layer 7, which after the construction of the building forms its outer surface.
  • the decorative layer 7 is made of fiber-reinforced concrete containing either mineral, or steel, or polymer fibers, or from other similar materials, allowing to obtain a beautiful relief pattern on the outer surface of the building, which does not require decoration and repair.
  • the heat-insulating layer 8 can be made of lightweight concrete such as foam concrete, aerated concrete, polystyrene foam concrete, pumice concrete or other materials having high noise and heat insulation properties.
  • the use of a multilayer wall blank of a removable formwork 4 is shown in FIG. 23.
  • the wall blank may contain at least one additional decorative layer 37, intended to harden the main decorative layer 7, and at least one additional thermal insulation layer 38, intended to enhance the heat and noise insulation properties of the walls of the building.
  • the technical result achieved using the claimed invention is to reduce the complexity and timing of the erection of the building, increase the universality of the design of the building frame with monolithic walls and improve its operational characteristics that do not require additional decoration and repair of the inner and outer surface of the walls, simplifying the process of pouring concrete mixtures during the erection of the walls of the building, increasing the reliability, strength and seismic stability of the structure.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Abstract

L'invention se rapporte au domaine de la construction et son résultat technique consiste en une réduction du volume de travail et des délais d'édification du bâtiment. Le procédé d'édification d'un bâtiment à structure monolithique avec façade externe décorative consiste à couler les fondations, à fixer la structure d'armature du premier étage, à couler les murs du premier étage en utilisant des coffrages amovibles, à installer l'armature des poutrelles, et à couler les chapes et les poutrelles. On procède ensuite à la fixation de l'armature du second étage et des étages suivants en coulant les murs, en installant l'armature des poutrelles et en coulant les chapes et les poutrelles des étages suivants, après quoi on installe le toit. On utilise pour la structure des murs des coffrages de mur amovibles qui se composent d'un couvercle creux et d'une plaque de fond dans laquelle se trouve une ébauche de mur fabriquée en usine et comprenant au moins une couche décorative et au moins une couche thermo-isolante connectées entre elles par des éléments d'armature, et disposées de sorte que la couche décorative soit à l'extérieur. On dispose ensuite la structure d'armature de la couche porteuse des murs dans le couvercle creux du coffrage de mur amovible. Après le retrait des coffrages de mur amovibles, on dispose ensuite les coffrages de poutrelles reposant contre l'ébauche de mur sur la couche de béton porteuse du mur dans la zone supérieure non encore remplie par du béton. Avant de couler la chape du dernier étage, on insère dans celle-ci des éléments de fixation pour la charpente du toit.
PCT/RU2010/000678 2009-12-21 2010-11-17 Procédé d'édification d'un bâtiment à structure monolithique avec façade externe décorative WO2011078734A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP10839866.0A EP2402525A4 (fr) 2009-12-21 2010-11-17 Procédé d'édification d'un bâtiment à structure monolithique avec façade externe décorative

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
RU2009147162 2009-12-21
RU2009147162/03A RU2421580C1 (ru) 2009-12-21 2009-12-21 Способ возведения монолитно-каркасного здания с декоративной наружной отделкой

Publications (1)

Publication Number Publication Date
WO2011078734A1 true WO2011078734A1 (fr) 2011-06-30

Family

ID=44196001

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/RU2010/000678 WO2011078734A1 (fr) 2009-12-21 2010-11-17 Procédé d'édification d'un bâtiment à structure monolithique avec façade externe décorative

Country Status (3)

Country Link
EP (1) EP2402525A4 (fr)
RU (1) RU2421580C1 (fr)
WO (1) WO2011078734A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107355031A (zh) * 2017-08-29 2017-11-17 上海宝岳住宅工业有限公司 一种双面预制叠合墙的外饰面造型结构及其制作方法

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2515491C1 (ru) * 2012-12-04 2014-05-10 Дахир Курманбиевич Семенов Способ изготовления многослойных панелей, многослойная панель, раскладная опалубка для изготовления многослойных панелей, технологическая линия по изготовлению многослойных панелей, способ возведения монолитно-каркасного здания из многослойных панелей с декоративной наружной отделкой
RU2607327C2 (ru) * 2014-07-22 2017-01-10 Николае Попеску Способ возведения конструктивных элементов здания/сооружения из монолитного железобетона (варианты)

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1462989A (en) * 1923-04-07 1923-07-24 Spelshouse Louis Le Roy Knockdown mold for cement garages
RU2057865C1 (ru) * 1991-08-29 1996-04-10 Лихтенштуль Давид Моисеевич Способ возведения зданий из монолитного бетона и железобетона с монолитной отделкой
RU2079618C1 (ru) * 1996-04-25 1997-05-20 Акционерное общество закрытого типа "Монолит" Способ возведения монолитных зданий
RU2095526C1 (ru) 1993-11-17 1997-11-10 Александр Иванович Абаимов Многослойная стена и способ его изготовления
RU2293822C1 (ru) 2005-05-31 2007-02-20 Николай Павлович Селиванов Здание и способ возведения зданий
RU2307903C1 (ru) 2005-12-15 2007-10-10 Государственное образовательное учреждение высшего профессионального образования Московский государственный строительный университет Способ изготовления многослойного строительного изделия
RU2318099C1 (ru) 2007-03-27 2008-02-27 Сергей Николаевич Кучихин Сборно-монолитный каркас многоэтажного здания и способ его возведения
RU2335604C2 (ru) 2006-09-27 2008-10-10 Василий Иванович Коломиец Способ формирования многослойной стены

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TW352398B (en) * 1995-09-08 1999-02-11 Tien Chiu Prefabricated concrete wall panels, and their process and their use on building
IES20000239A2 (en) * 2000-03-30 2001-10-03 Terence Leahy Method of constructing a building
DE10029559A1 (de) * 2000-06-22 2002-01-03 Spectra Gmbh Corp Fuer Europ T Aus Halbfertigteilen in monolitischer Bauweise errichtetes Gebäude und Verfahren zu seiner Errichtung
US20080289286A1 (en) * 2007-05-23 2008-11-27 John Caradoc Letton Method of constructing foundation substructure and a building
US7866103B2 (en) * 2007-08-08 2011-01-11 Marschke Carl R Building wall panels of hollow core construction
WO2009049042A1 (fr) * 2007-10-09 2009-04-16 Accelerated Building Technologies Llc Coffrage isolé à face unique
US20090301030A1 (en) * 2008-06-10 2009-12-10 Tamio Nojima Wall construction system

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1462989A (en) * 1923-04-07 1923-07-24 Spelshouse Louis Le Roy Knockdown mold for cement garages
RU2057865C1 (ru) * 1991-08-29 1996-04-10 Лихтенштуль Давид Моисеевич Способ возведения зданий из монолитного бетона и железобетона с монолитной отделкой
RU2095526C1 (ru) 1993-11-17 1997-11-10 Александр Иванович Абаимов Многослойная стена и способ его изготовления
RU2079618C1 (ru) * 1996-04-25 1997-05-20 Акционерное общество закрытого типа "Монолит" Способ возведения монолитных зданий
RU2293822C1 (ru) 2005-05-31 2007-02-20 Николай Павлович Селиванов Здание и способ возведения зданий
RU2307903C1 (ru) 2005-12-15 2007-10-10 Государственное образовательное учреждение высшего профессионального образования Московский государственный строительный университет Способ изготовления многослойного строительного изделия
RU2335604C2 (ru) 2006-09-27 2008-10-10 Василий Иванович Коломиец Способ формирования многослойной стены
RU2318099C1 (ru) 2007-03-27 2008-02-27 Сергей Николаевич Кучихин Сборно-монолитный каркас многоэтажного здания и способ его возведения

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See also references of EP2402525A4 *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107355031A (zh) * 2017-08-29 2017-11-17 上海宝岳住宅工业有限公司 一种双面预制叠合墙的外饰面造型结构及其制作方法

Also Published As

Publication number Publication date
EP2402525A4 (fr) 2016-01-27
RU2421580C1 (ru) 2011-06-20
EP2402525A1 (fr) 2012-01-04

Similar Documents

Publication Publication Date Title
US4454702A (en) Building construction and method of constructing same
US20060260238A1 (en) Refinement to the construction systems for structures in reinforced concrete or some other material of high-precision intergral modular forms
RU2336395C2 (ru) Многослойная стеновая панель, способ ее изготовления и способ возведения наружной стены монолитно-каркасного здания из многослойных стеновых панелей
US20080216445A1 (en) Monolithic Buildings and Construction Technology
CA3055787A1 (fr) Forme de beton arme premoule
KR100643844B1 (ko) 중공 구조를 갖는 하프 슬래브 및 그 시공방법
WO2011127522A1 (fr) Procédé de formation d'un élément structural et procédé de construction d'une structure
RU2440472C1 (ru) Способ возведения монолитной строительной конструкции здания или сооружения "блисс хаус"
RU2421580C1 (ru) Способ возведения монолитно-каркасного здания с декоративной наружной отделкой
US20150204067A1 (en) Building system and method
US4228625A (en) Construction system
RU188669U1 (ru) Каркасно-монолитная строительная конструкция "Атлант"
RU2633602C1 (ru) Способ ускоренного возведения здания методом отверточной сборки и здание из фасадных панелей с декоративной наружной отделкой и металлическим каркасом
RU93419U1 (ru) Монолитно-каркасное здание с декоративной отделкой
JPH1129910A (ja) コンクリート橋脚の構築方法
RU124274U1 (ru) Монолитная строительная конструкция здания или сооружения "генезис-рус"-"вефт"
CN111021544A (zh) 一种大跨度可变空间的装配式建筑及其建造方法
RU2323307C2 (ru) Способ изготовления двусторонней взаимонапряженной железобетонной стеновой конструкции с пустотами для утепления
RU2757898C1 (ru) Система несъемной опалубки и способ возведения здания
EP3719229B1 (fr) Panneau de plancher en béton, procédé de fabrication d'un tel panneau et plancher fait de ce panneau
RU2774443C1 (ru) Способ возведения свайно-плитного фундамента
CN212001599U (zh) 一种大跨度可变空间的装配式建筑
RU2781969C1 (ru) Железобетонный объемный блок и способ его изготовления
EP3495578B1 (fr) Procédé permettant de réaliser une paroi préfabriquée pour construction de colonnes et de poutres en béton armé et procédé de réalisation de la construction
KR100504350B1 (ko) 건축물의 시공방법

Legal Events

Date Code Title Description
WWE Wipo information: entry into national phase

Ref document number: 2010839866

Country of ref document: EP

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

Ref document number: 10839866

Country of ref document: EP

Kind code of ref document: A1

NENP Non-entry into the national phase

Ref country code: DE