ES2391014A1 - Light structure for industrialized housing construction (Machine-translation by Google Translate, not legally binding) - Google Patents

Light structure for industrialized housing construction (Machine-translation by Google Translate, not legally binding) Download PDF

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Publication number
ES2391014A1
ES2391014A1 ES201031976A ES201031976A ES2391014A1 ES 2391014 A1 ES2391014 A1 ES 2391014A1 ES 201031976 A ES201031976 A ES 201031976A ES 201031976 A ES201031976 A ES 201031976A ES 2391014 A1 ES2391014 A1 ES 2391014A1
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ES
Spain
Prior art keywords
profiles
omega
hollow
pillars
construction
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Granted
Application number
ES201031976A
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Spanish (es)
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ES2391014B1 (en
Inventor
Javier GARCIA-NIETO CONDE
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ELEA INNOVA SL
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ELEA INNOVA SL
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Priority to ES201031976A priority Critical patent/ES2391014B1/en
Publication of ES2391014A1 publication Critical patent/ES2391014A1/en
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Publication of ES2391014B1 publication Critical patent/ES2391014B1/en
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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/343Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/34315Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/58Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal

Abstract

Light structure for industrialized housing construction comprising longitudinal "omega" (1) profiles, of "U" cross section with cantilevered lateral wings (1a), and protruding hollow lugs (2) attached to the upper central part of the "U", distributed along its length, said "omega" profiles (1) being arranged with the "U" shape facing downwards and said hollow lugs (2) facing upwards, in which they are inserted by one at its ends are hollow pillars (3) which at their other end are housed within the "U" hole of another "omega" profile 14 at the upper level. L, T, or cross knots are also used for connection (4) between the upper ends of some of the "omega" profiles (1) that act as beams and the joints are obtained by means of self-tapping pins or screws ( 5), dry.

Description

Lightweight structure for industrialized housing construction
Field of the Invention
The present invention refers to a light structure for industrialized housing construction, composed of a series of elements of supports and beams joined together by simple elements, without welding to form a frame to which prefabricated panels for ground formation and of roof as well as some cover elements with the particularity that for all the elements used no auxiliary or lifting means are required and they are 100% dry.
Background of the invention
Patent GB647330 discloses a structure for a house comprising a series of interlocking columns with longitudinal beams at the time of construction. In general, precast reinforced concrete units are proposed that impose transport and handling conditions that require the use of special machinery and handling units.
In the patent application W091 / 19871 there are described structures for the formation of houses where beam trusses are used which are coupled together to form at least one bearing structure. A similar solution is described in German patent DE 3442761 (see Fig. 1 of his drawings).
Patent application WO97 / 1392 describes a construction framework with beams that intersect and have coupling configurations. A similar solution is described in US 5285612.
In US 4344262 a structural framework is described that integrates structural units comprising longitudinal members and transverse beams that form basic units to constitute a complex structure.
WO 95/02097 describes a structure for a dwelling formed from frame sections with prefabricated panels, including wall, floor and ceiling frames.
In none of this background is a light condition structure designed or conceived to allow an industrialized housing construction (a minimum number of parts and standardized assembly procedures) according to the characteristics of the present invention, which will be described below, in its main aspects
Brief exposition of the invention
The present invention proposes as a basic unit or cell a light structure that makes possible an industrialized construction (considerably reducing the execution time and costs of obtaining) housing, composed of a series of support elements and beams joined together by means of pins or either self-tapping screws or stems to form a frame to which prefabricated steel and rock wool panels are fixed for floor and ceiling and wall formation as well as cover elements. In accordance with the proposal of this invention all the elements used can be easily manipulated without requiring auxiliary means or elevation and are 100% dry.
According to a preferred embodiment of the invention said support elements comprise:
-
 "omega" profiles (named for the characteristic shape they have, in cross-section) longitudinal, depending on beam, which have a "U" shaped cross section topped by cantilever side wings, and a series of studs protuberant holes fixed to the central upper part of said "U" shape and distributed along its length, said "omega" profiles being arranged in an operative situation with the "U" shape facing down and said hollow teats facing up ;
-
 a plurality of pillars, of cross-section adapted for plug-in coupling, by a first end portion, in said hollow lugs of the "omega" profiles and for tight insertion, of a second end portion within the recess of said form of " U "of another" omega "profile resting on said pillars;
-
L, T, or cross-shaped knots for connection (4) between the upper ends of some of the "omega" profiles that act as beams; Y
-
 self-tapping pins or members to establish an assembly between said connection nodes and the "omega" profiles through respective aligned holes.
In fact, the said pillars are anchored by means of pins or self-tapping members to the referred omega profiles, constituting the same rigid knots.
The pillars used are hollow (in general they will be made from tubular elements) and have a square and uniform cross-section, which allows any bolt to be inserted into its breast.
The referred "omega" profiles are made of standardized elements from bent sheet joined together by means of pin systems or self-tapping members, without welding.
Some of the aforementioned "omega" profiles, which constitute a base, rest on sleepers supported in turn by piles driven into the ground.
The said hollow lugs distributed along the central branch of the "omega" profiles are separated from each other by a minimum distance of at least 70 cm and a maximum of 120 cm allowing this to define a passage opening between pillars (3) coupled to the same.
For its part, the side wings of the "omega" profiles provide support seats for said prefabricated floor or ceiling panels of the structure.
From the structure explained, the house will be completed by means of prefabricated wall panels that are fixed to the hollow pillars by means of seen or hidden omega profiles, screwed or riveted.
In accordance with the principles of this invention, the weight of any of said "omega" profiles (1) and hollow pillars (3) is less than 60 Kg in order to facilitate its transport and assembly by one or two persons, thereby enabling General implementation of the invention for the construction of houses with very simple means and with a very economical cost, in any environment and with a minimum of starting infrastructure.
Thus, in an example of execution the weight of a hollow pillar (3) is less than 70 kilos.
Brief explanation of the drawings
In order to facilitate the understanding of the description that follows, some sheets of drawings are attached by way of non-limiting example where:
Figure 1 is an exploded perspective view of the basic elements that make up the light housing structure that is proposed, appreciating the functional interrelation between them,
Figure 2 represents an expanded view, also in perspective, of a certain type of housing constructed from the elements of the invention.
and Figure 3 is another perspective view illustrating an assembled floor and a distribution of walls for a house according to the invention, in which the distribution of walls has been raised from the floor for better visualization.
Detailed description of a preferred embodiment of the invention
According to the aforementioned figures, the light structure for housing construction is of the type that is composed of a series of support elements and beams joined together by means of pins or self-tapping screws to form a frame to which prefabricated panels of steel and rock wool for the formation of floors and ceilings 8,9 and walls 10, as well as cover elements 11, which support elements comprise:
a) Some longitudinal "omega" profiles, depending on the beam, which have an inverted "U" shaped cross section topped by a cantilever side wings 1a, and a series of protruding hollow lugs 2, fixed to the top central of said "U" shape and distributed along its length, said "omega" profiles 1 in operative situation with the "U" shape facing down and said hollow lugs 2 facing up. Such "omega" profiles 1 are made of standard elements from bent sheet, joined together by means of self-tapping pin or screw systems, without welding.
b) A plurality of pillars 3, of cross-section adapted for plug-in coupling, by a first (lower) end portion, in said hollow lugs 2 of the "omega" 1 profiles and for tight insertion, of a second (upper) upper portion ) within the recess of said "U" shape of an "omega" profile resting on said pillars 3, the components mentioned being secured by means of suitable fixing elements to achieve a firm connection. Said pillars 3 will be hollow and have a square and uniform cross section, allowing the arrangement in any stud. Also said hollow pillars 3 will preferably be made from tubular elements. In order to facilitate its transport and assembly on site by one or two people, the weight of any of said “omega” profiles 1 and hollow pillars 3 will be less than 60 kg. Eventually, the weight of a hollow pillar 3 will be less than 70 kg.
c) Metal knots 4, preferably of steel, for connection between the upper ends of some of the "omega" profiles 1 acting as beams, which connection nodes 4 comprise a central body 4a configured to receive the upper end of the plug a hollow pillar 3, and some branches 4b that may be in number of two, three and even four configuring an L, a T and even a cross respectively extending from said central body 4a, the same branches 4b being configured to be inserted tightly at one end of the "U" shaped recess of corresponding "omega" profiles 14 located at a higher level. The resulting knot, with suitable securing elements, will configure a rigid knot. Said branches 4b of the connection nodes 4 comprise transverse holes 12 which, in operative situation, are aligned with corresponding transverse holes 13 formed in the "omega" profiles 1 for installation of said securing elements. At least one of the connection nodes 4 further comprises a hollow knot nipple 4c extending upwardly from the central body 4a, said hollow knot nipple 4c being configured for plug-in coupling to the lower end of a hollow pillar 3 .
d) self-tapping pins or screws 5 intended to establish an assembly between said connection nodes 4, "omega" profiles 1 and pillars 3 through respective conveniently aligned holes.
For a better settlement of the housing in question, some of these “omega” 1 profiles, constituting a base, rest on sleepers 6 supported in turn by piles 7 or P, firmly embedded in the ground, which are installed in an initial moment in the land destined to receive the industrialized housing.
Said hollow lugs 2 distributed along said central branch of the "omega" profiles 1 will be advantageously separated from each other by a minimum distance of at least 70 cm and a maximum of 120 cm, thereby allowing to define an opening between the pillars 3 which are arranged coupled to them, either for passage or even to install with support on them one or more intercom doors or windows between areas.
On the other hand, the aforementioned cantilever side wings 1a of the "omega" profiles 1 provide support seats for said prefabricated floor or ceiling panels 8, 9 of the structure itself.
The aforementioned prefabricated wall panels 10 are fixed to the hollow pillars 3 by means of exposed or hidden omegas, screwed or riveted, always using dry solutions.
Finally, it should be noted that all the elements described, given their general dimensions and conditions and weight do not require auxiliary lifting means and can be easily handled and installed by non-specialized personnel. It should be noted that in general all joints are made dry without using mortars or similar media.
A person skilled in the art could introduce changes and modifications in the described embodiment, without departing from the scope of the invention, as defined in the appended claims.

Claims (14)

1.- Light structure for industrialized housing construction, composed of a series of elements of supports and beams joined together by means of pins or self-tapping to form a frame to which prefabricated panels of steel and rock wool are fixed for soil formation and roof (8), (9) and wall (10) as well as cover elements (11) characterized in that said support elements comprise:
-
 longitudinal "omega" profiles (1), depending on beam, having a "U" shaped cross section topped by cantilever side wings (1a), and a series of protruding hollow lugs (2) fixed to part upper center of said "U" shape and distributed along its length, said "omega" profiles (1) being operatively positioned with the "U" shape facing down and said hollow lugs (2) facing up ;
-
a plurality of pillars (3), of cross-section adapted for plug-in coupling, by a first end portion, in said hollow lugs (2) of the "omega" profiles (1) and for tight insertion, of a second end portion in the sinus of the hollow of said "U" shape of an "omega" profile resting on said pillars; said elements are anchored by pins or self-tapping, the same knots being rigid;
-
 L, T, or cross-shaped knots for connection (4) between the upper ends of some of the "omega" profiles (1) that act as beams; Y
-
 pins or self-tapping (5) to establish an assembly between said connection nodes (4) and the "omega" profiles (1) through respective aligned holes
so that each of the elements used does not require auxiliary means of handling or lifting and the structure is 100% dry.
2. Light structure for construction, according to claim 1, characterized in that some of said "omega" profiles (1), which constitute a base, rest on sleepers (6) supported in turn by piles (7) on the ground
3. Light construction structure according to claim 1, characterized in that said hollow lugs (2) distributed along said central branch of the "omega" profiles (1) are separated from each other by a minimum distance of at least 70 cm and a maximum of 120 cm allowing to define a passage opening between pillars (3) coupled to them.
4. Light construction structure according to claim 1, characterized in that said side wings (1a) of the "omega" profiles (1) provide support seats for said prefabricated floor or ceiling panels (8, 9) of the structure.
5. Light construction structure, according to claim 1, characterized in that said prefabricated wall panels (10) are fixed to the hollow pillars (3) by means of exposed or hidden omegas, screwed or riveted.
6. Light construction structure according to claim 1, characterized in that the "omega" profiles
(one)
 they are made of standard elements from bent sheet joined together by pin systems
or self-tapping, without welding.
7. Light structure for construction, according to claim 1, characterized in that said pillars (3) are hollow and have a square and uniform cross-section, which allow the arrangement in any stud.
8. Light construction structure according to claim 1 or 7, characterized in that said hollow pillars (3) are made of tubular elements.
9. Lightweight construction structure according to claim 7, characterized in that the weight of any of said "omega" profiles (1) and hollow pillars (3) is less than 60 Kg in order to facilitate its transport and assembly by a or two people
10. Lightweight construction structure according to claim 9, characterized in that the weight of a hollow pillar (3) is less than 70 kilos.
11. Light construction structure according to claim 1, characterized in that said connection nodes (4) comprise a central body (4a) configured to receive the upper end of a hollow pillar (3), and at least two branches (4b) extending from said central body (4a), said branches (4b) being configured to be inserted tightly at one end of the "U" shaped recess of corresponding "omega" profiles (1). The resulting knot with the appropriate pins will configure a rigid knot.
12. Light construction structure according to claim 11, characterized in that said branches (4b) of the connection nodes (4) comprise transverse holes (12), which in an operative situation are aligned with corresponding transverse holes (13 ) formed in the "omega" profiles (1) for installation of said pins (5).
13. Lightweight construction structure according to claim 11 or 12, characterized in that at least one of the connection nodes (4) further comprises a hollow knot nipple (4c) extending upwardly from the central body (4a ), said hollow knot stud (4c) being configured for plug-in connection to the lower end of a hollow pillar (3).
14. Lightweight construction structure according to claim 11, 12 or 13, characterized in that the connection nodes 10 (4) are made of steel.
7
8
9
SPANISH OFFICE OF THE PATENTS AND BRAND
Application no .: 201031976
SPAIN
Date of submission of the application: 12.28.2010
Priority Date:
REPORT ON THE STATE OF THE TECHNIQUE
51 Int. Cl.: See Additional Sheet
RELEVANT DOCUMENTS
Category
56 Documents cited Claims Affected
X
AU 1560766 A (HOWARD STANLEY HODGENS) 06/26/1969, page 2, line 1 - page 6, line 21; Figures 1-7. 1, 3-14
TO
WO 2010020111 A1 (MPPID SHANGHAI PROJECT MAN WITH ET AL.) 02/25/2010, & Summary of the EPODOC database. Recovered from EPOQUE; AN CN-2009000926-W; Figure 1. 1, 4, 6
TO
GB 821712 A (FERDINAND FILLOD) 10/14/1959, page 1, line 86 -page 2, line 11; Figures 1, 2. 1, 3, 8
TO
GB 662208 A (SANDVIKENS JERNVERKS AB) 12/05/1951, page 1, lines 40-79; Figure 1. 1, 3, 8
TO
US 3939618 A (MURPHY WESLEY T) 02/24/1976, column 9, line 60-column 10, line 34; figure 9. 1, 2
TO
EP 0600545 A1 (HYDRO ALUMINUM SYSTEMS SPA) 06/08/1994, column 5, line 37-column 6, line 16; Figures 19, 21. fifteen
TO
EP 1327728 A1 (PROFIL DU FUTUR SA) 07/16/2003, paragraphs [0014, 0019-0021, 0026]; Figures 3, 6. 1, 6
TO
US 2936530 A (BOWEN HARDY J) 05/17/1960, column 2, lines 28-36; figure 2. one
Category of the documents cited X: of particular relevance Y: of particular relevance combined with other / s of the same category A: reflects the state of the art O: refers to unwritten disclosure P: published between the priority date and the date of priority submission of the application E: previous document, but published after the date of submission of the application
This report has been prepared • for all claims • for claims no:
Date of realization of the report 02.11.2012
Examiner S. Fernández de Miguel Page 1/4
REPORT OF THE STATE OF THE TECHNIQUE
Application number: 201031976
CLASSIFICATION OBJECT OF THE APPLICATION E04B1 / 24 (2006.01)
E04B2 / 58 (2006.01) E04B1 / 343 (2006.01) Minimum documentation sought (classification system followed by classification symbols)
E04B, E04C
Electronic databases consulted during the search (name of the database and, if possible, terms of search used) INVENTIONS, EPODOC
State of the Art Report Page 2/4
 WRITTEN OPINION
Application number: 201031976
Date of Written Opinion: 02.11.2012
Statement
Novelty (Art. 6.1 LP 11/1986)
Claims Claims 1-14 IF NOT
Inventive activity (Art. 8.1 LP11 / 1986)
Claims 2 Claims 1, 3-14 IF NOT
The application is considered to comply with the industrial application requirement. This requirement was evaluated during the formal and technical examination phase of the application (Article 31.2 Law 11/1986).
 Opinion Base.-
This opinion has been made on the basis of the patent application as published.
State of the Art Report Page 3/4
 WRITTEN OPINION
Application number: 201031976
 1. Documents considered.-
The documents belonging to the state of the art taken into consideration for the realization of this opinion are listed below.
Document
Publication or Identification Number publication date
D01
AU 1560766 A (HOWARD STANLEY HODGENS) 06/26/1969
D02
WO 2010020111 A1 (MPPID SHANGHAI PROJECT MAN CON et al.) 02.25.2010
D03
GB 821712 A (FERDINAND FILLOD) 14.10.1959
D04
GB 662208 A (SANDVIKENS JERNVERKS AB) 05.12.1951
D05
US 3939618 A (MURPHY WESLEY T) 24.02.1976
D06
EP 0600545 A1 (HYDRO ALUMINUM SYSTEMS SPA) 08.06.1994
D07
EP 1327728 A1 (PROFIL DU FUTUR SA) 07/16/2003
D08
US 2936530 A (BOWEN HARDY J) 05/17/1960
 2. Statement motivated according to articles 29.6 and 29.7 of the Regulations for the execution of Law 11/1986, of March 20, on Patents on novelty and inventive activity; quotes and explanations in support of this statement
The object of the present invention is a light structure for the industrialized construction of houses.
Document D01 discloses a lightweight structure for industrialized housing construction. The structure is made up of support elements joined together by means of screws, to form a frame to which prefabricated panels are fixed for the formation of floor, ceiling and wall as well as cover elements. The support elements comprise hollow longitudinal profiles (24) in function of a beam having a rectangular cross section topped by cantilever side wings (36) (see page 3 paragraph 3) and a plurality of rectangular hollow cross section pillars adapted for plug coupling. The structure incorporates T-shaped knots (14) for the connection between the ends of the profiles acting as beams.
The differences of document D01 with claim 1 of the application lie on the one hand, in the form of a profile used as a beam and on the other, in the coupling of the pillars.
In relation to the first aspect, the form of omega is one of several obvious possibilities that an expert in the field would select, depending on the circumstances, without exercising inventive activity (see documents D02 and D03).
In relation to the second aspect, the coupling to a plug of vertical pillars or support elements by a first end portion in protruding bosses fixed in the central upper part of inverted "U" shaped profiles are widely known configurations in the prior art. as seen in documents D03 and D04. Likewise, the fact of inserting a second extreme portion of certain abutments tightly into the hollow sinus of the "U" shape of the profiles resting thereon is known in the state of the art as shown in the document D02.
Claim 3, relating to the distances of the hollow lugs does not imply inventive activity.
Claim 4, relative to the lateral wings is considered anticipated by document D01 whose profiles have lateral wings that provide support seats for the floor panels (see page 6, lines 2-4 and figure 7).
Claim 5 adds the possibility of fixing the wall panels to the pillars by means of omegas seen or hidden, screwed or riveted. This is a use of elements widely known in the state of the art, see for example document D06, which on the other hand does not provide the specific technical characteristics for its application.
In relation to claim 6, the joining of profiles by means of pins or self-tapping in widely known as observed in document D07.
Claims 7 and 8, relating to the pillars are anticipated by document D01. Claims 9 and 10 relating to the weight of the support elements do not imply inventive activity.
Claims 11-14 relating to the nodes are considered equally anticipated by document D01.
Therefore, it is considered that the invention defined in claims 1 and 3-14 derives from the state of the art in an evident way for a person skilled in the art and does not imply inventive activity (Law 11/1986, Art. 8.1).
State of the Art Report Page 4/4
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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102995790A (en) * 2012-12-07 2013-03-27 武汉理工大学 Capped steel keel and light concrete combined wall
CN103821235A (en) * 2014-03-24 2014-05-28 江苏中宝钢构有限公司 Node assembly of U-shaped steel-concrete composite beam and rectangular steel tube concrete column
CN105507428A (en) * 2015-11-26 2016-04-20 山东双得利建设科技有限公司 Novel house capable of being assembled through insertion connection and assembling method thereof
CN105863081A (en) * 2016-05-20 2016-08-17 西安建筑科技大学 Multi-cavity concrete filled steel tube combination column and steel beam bolt joint and assembly method
CN106939646A (en) * 2017-02-27 2017-07-11 国住人居工程顾问有限公司 The steel construction integrated house building system and assembly method of a kind of repeatable dismounting

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GB662208A (en) * 1949-08-19 1951-12-05 Sandvikens Jernverks Ab Improvements in arrangements of walls, consisting of prefabricated blocks
GB821712A (en) * 1956-03-07 1959-10-14 Ferdinand Fillod Improvements in or relating to building structures
US2936530A (en) * 1958-10-17 1960-05-17 Hardy J Bowen Industrial building model
AU1560766A (en) * 1966-12-21 1969-06-26 Stanley Hodgens Howard Improved building construction
US3939618A (en) * 1971-07-06 1976-02-24 Vercon Products, Inc. Foundation assemblies for building structures
EP0600545A1 (en) * 1992-12-01 1994-06-08 HYDRO ALUMINIUM SYSTEMS S.p.A. Set of metal sections suitable for constructing movable partition walls and related movable partition wall
EP1327728A1 (en) * 2002-01-15 2003-07-16 Profil du Futur (Société Anonyme) Supporting structure with profiled elements
WO2010020111A1 (en) * 2008-08-19 2010-02-25 茂地(上海)建筑工程咨询有限公司 Beam-mount structure for composed building and construction method thereof

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB662208A (en) * 1949-08-19 1951-12-05 Sandvikens Jernverks Ab Improvements in arrangements of walls, consisting of prefabricated blocks
GB821712A (en) * 1956-03-07 1959-10-14 Ferdinand Fillod Improvements in or relating to building structures
US2936530A (en) * 1958-10-17 1960-05-17 Hardy J Bowen Industrial building model
AU1560766A (en) * 1966-12-21 1969-06-26 Stanley Hodgens Howard Improved building construction
US3939618A (en) * 1971-07-06 1976-02-24 Vercon Products, Inc. Foundation assemblies for building structures
EP0600545A1 (en) * 1992-12-01 1994-06-08 HYDRO ALUMINIUM SYSTEMS S.p.A. Set of metal sections suitable for constructing movable partition walls and related movable partition wall
EP1327728A1 (en) * 2002-01-15 2003-07-16 Profil du Futur (Société Anonyme) Supporting structure with profiled elements
WO2010020111A1 (en) * 2008-08-19 2010-02-25 茂地(上海)建筑工程咨询有限公司 Beam-mount structure for composed building and construction method thereof

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102995790A (en) * 2012-12-07 2013-03-27 武汉理工大学 Capped steel keel and light concrete combined wall
CN103821235A (en) * 2014-03-24 2014-05-28 江苏中宝钢构有限公司 Node assembly of U-shaped steel-concrete composite beam and rectangular steel tube concrete column
CN103821235B (en) * 2014-03-24 2016-09-07 江苏中宝钢构有限公司 U-shaped steel-concrete composite beam and the node component of rectangular steel-tube concrete column
CN105507428A (en) * 2015-11-26 2016-04-20 山东双得利建设科技有限公司 Novel house capable of being assembled through insertion connection and assembling method thereof
CN105507428B (en) * 2015-11-26 2018-05-08 山东双得利建设科技有限公司 The house and assemble method of pluggable assembling
CN105863081A (en) * 2016-05-20 2016-08-17 西安建筑科技大学 Multi-cavity concrete filled steel tube combination column and steel beam bolt joint and assembly method
CN105863081B (en) * 2016-05-20 2018-07-10 西安建筑科技大学 Multi-cavity steel tube concrete coupled column and girder steel bolt connection node and assembly method
CN106939646A (en) * 2017-02-27 2017-07-11 国住人居工程顾问有限公司 The steel construction integrated house building system and assembly method of a kind of repeatable dismounting

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