WO2002092944A1 - Structure de construction - Google Patents

Structure de construction Download PDF

Info

Publication number
WO2002092944A1
WO2002092944A1 PCT/HU2002/000040 HU0200040W WO02092944A1 WO 2002092944 A1 WO2002092944 A1 WO 2002092944A1 HU 0200040 W HU0200040 W HU 0200040W WO 02092944 A1 WO02092944 A1 WO 02092944A1
Authority
WO
WIPO (PCT)
Prior art keywords
bearing tray
building structure
foundations
structure according
protective member
Prior art date
Application number
PCT/HU2002/000040
Other languages
English (en)
Inventor
Ervin Jaklics
Original Assignee
Ervin Jaklics
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 Ervin Jaklics filed Critical Ervin Jaklics
Publication of WO2002092944A1 publication Critical patent/WO2002092944A1/fr

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/01—Flat foundations
    • E02D27/04—Flat foundations in water or on quicksand
    • E02D27/06—Floating caisson foundations
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E02D27/34—Foundations for sinking or earthquake territories
    • 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
    • E04H9/02—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 withstanding earthquake or sinking of ground
    • E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
    • E04H9/022—Bearing, supporting or connecting constructions specially adapted for such buildings and comprising laminated structures of alternating elastomeric and rigid layers
    • 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
    • E04H9/14—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 against other dangerous influences, e.g. tornadoes, floods
    • 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
    • E04B1/38—Connections for building structures in general
    • E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
    • E04B2001/4192—Connecting devices specially adapted for embedding in concrete or masonry attached to concrete reinforcing elements, e.g. rods or wires
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A50/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE in human health protection, e.g. against extreme weather

Definitions

  • the invention relates to a building structure that contains foundations, panel frame members firmly fixed to the foundations and a grid roof structure connected to the panel frame members, as well as a wall structure made up of building elements that fill in at least a part of the free space parts delimited by the panel frame members and the grid roof structure and door and window elements, and the foundations have a bearing tray made of a material that hardens subsequently and a grid made of stiffening elements embedded into the material of the bearing tray.
  • Patent description HU 177.991 shows a building structure made of plaster-based prefabricated panel elements in which the elements made from plaster are hollow. After fitting the panel elements together the hollows that are connected so that they permit material to flow between them are filled with e.g. concrete and so the building gets its frame core that is able to withstand large loads, and the panel elements form the space division.
  • the disadvantage of known building structures formed in such a way is that due to their construction they are not resistant enough to environmental effects with a large force e.g. earthquake, flood and so they may only be used in a restricted geographical area.
  • a further disadvantage is that the production of the construction elements of facilities built from such structural elements requires a place of manufacture the is suitably prepared and has the necessary expertise, and the construction of the buildings requires the expenditure of a significant amount of skilled labour, which, however, increases the cost.
  • our aim was partly to overcome the deficiencies of building structures made of prefabricated elements and to create a version that can be assembled quickly and simply, in which the assembly can be carried out in several steps and does not require special expertise, the finished building, however, is resistant to both movements of the earth and earthquakes, and a large proportion of the construction elements used can be made on the site of construction, and so the cost can be significantly reduced.
  • the building structure according to the invention that contains foundations, panel frame members firmly fixed to the foundations and a grid roof structure connected to the panel frame members, as well as a wall structure made up of building elements that fill in at least a part of the free space parts delimited by the panel frame members and the grid roof structure and door and window elements, and the foundations have a bearing tray made of a material that hardens subsequently and a grid made of stiffening elements embedded into the material of the bearing tray - is formed in such a way that the bearing tray of the foundations has connection fittings positioned in the connection zone of the panel frame members, and the connection fittings are fixed to the stiffening elements that form the grid through anchoring members.
  • a further criterion of the building structure according to the invention may be that the foundations are supplemented with a protective member that includes a border flange that at least partly encloses the supporting plate that is underneath the bearing tray.
  • connection fittings form a metal frame running around the bearing tray and passing through the connection zones.
  • a gap of between 10-30 cm is filled with an energy-absorbing insert.
  • the energy absorbing insert is formed by ground rubber with a maximum grain size of between 2-6 cm, consisting of e.g. an unordered mass of vehicle tyre pieces.
  • the free upper edge of the border flange of the protective member is above the top edge surface of the bearing tray.
  • the border flange of the protective member is interrupted by openings in the vicinity of at least a portion of the doors and windows, and in the opening there is a removable dam sheet with a sealing insert.
  • at least a portion of the panel frame members are made of metal profile sections, while at least a part of the construction elements forming the wall structure is of adobe brick.
  • the building structure according to the invention has numerous advantageous characteristics. The most important of these is that due to the unique foundations and the novel connection between the foundations and the frame structure, the whole building structure is positioned on a single, almost monolithic tray, where the destructive effect of earthquakes and earth movements is dampened, prevented to a significant extent.
  • the building structure can be assembled simply and does not require significant amounts of skilled labour.
  • the panel frame members can be prefabricated at a distance from the construction site and so during on-site assembly it is only necessary to fix them to each other and to the foundations.
  • the construction elements can be made from the earth taken out of the ground during the construction work.
  • Another advantage that can be listed is that the building structure, due to the special formation of the foundation, can be formed in several way that comply with different purposes, and so a solution can be created that - taking into consideration the different natural catastrophes - has a much wider area of use, e.g. in places at risk from floods, earthquakes and landslides.
  • Another favourable factor is that due to the formation of the building structure and the circumstances of its construction it creates jobs for people who due to their lack of training are not able to get work in other fields. Due to this the cost of the construction of the building structure can be set favourably, what is more a part of the building can be "self-made" by the later user.
  • a further advantage that can be mentioned is that in spite of the simple formation and construction the stability of the building structure and its heat insulation ability conform to the requirements, so its use value beside the small costs is the same as that of a light construction building involving significantly higher investment costs.
  • Figure 1 is the outline drawing of a possible formation of the building structure in partial cross section
  • Figure 2 shows a different version of the invention in side view in partial cross-section.
  • FIG 1 there is a construction form of the building structure according to the invention that can be used advantageously in areas at risk from earthquakes.
  • the frame of the building structure 1 is formed by the panel frame members 20 and the grid roof structure 21 connecting those.
  • the free space 22 formed between the column elements 20a and the connection girders 20b of the panel frame members 20 is filled in with the wall structure 30 put together from construction elements 31. It is practical if the construction elements 31 are adobe bricks made on the construction site out of the earth dug out of the ground during the construction of the foundations.
  • the door and window elements 23 known in themselves are positioned in the wall structure 30 made out of the construction elements 31.
  • the panel frame members 20 of the building structure 1 rest on the foundations 10.
  • the foundations 10 consist of, on the one part, a bearing tray 11 stiffened by a grid 12 assembled from stiffening elements 12a made from concrete steel embedded in a material that hardens subsequently and, on the other part, of a protective member 13.
  • the anchoring members l ie also made from metal are connected to some of the stiffening elements 12a forming the grid 12 of the bearing tray, connected to which anchoring members l ie are the connection fittings l ib positioned in the connection zone 11a of the bearing tray 11.
  • the connection fittings 1 lb here form the metal frame 60 arranged on the top edge surface 1 If of the bearing tray 11.
  • the metal frame 60 runs around the top edge surface 1 If of the bearing tray 11 near the side surface l ie of the bearing tray 11 and is embedded into the material of the bearing tray 11 so that the column elements 20a of the panel frame members 20 can be fixed easily and securely to the metal frame 60 in the connection zones 11a established in the metal frame 60 of the bearing tray 11.
  • Figure 1 also illustrates that the protective member 13 that belongs to the foundations 10 is a basin shaped form made of - in this case - reinforced concrete consisting of a supporting plate 13a positioned underneath the back surface l id of the bearing tray and a border flange 13b turning up from the supporting plate 13a and surrounding the side surface lie of the bearing plate. Between the supporting plate 13a and the border flange 13b of the protective member 13, and the back surface l id and side surface l ie of the bearing tray 11 there is a gap "t" with a width of 10-30 cm, the value of which in the present construction is cca. 20 cm.
  • the gap "t" between the bearing plate 11 and the protective member 13 is filled with energy absorbing insert 40, which here consists of ground rubber 41 with a maximum grain size "bm" of 2-6 cm. It is practical if the grains forming the ground rubber 41 are made of used rubber tyres, but other materials with the suitable amount of flexibility and energy absorption may also be used.
  • the first task is the formation of the trench that receives the foundations 10.
  • the construction elements 31 necessary for the construction of the wall structure 30 can be made from it.
  • the protective member 13 can be made in a way known in itself, which following the required setting time may be partly filled with ground rubber 41 forming the energy absorbing insert 40.
  • the bearing tray 11 can also be made in the usual way.
  • the stiffening element 12a is made into a grid 12 in the usual way, then with the help of the anchoring members l ie the connection fittings 1 lb, in this case metal frame 60, are fixed in a stable way to the grid 12. It is wise if the anchoring members l ie are fixed both to the stiffening elements 12a of the grid 12 and to the metal frame 60 by welding.
  • the grid 12 that forms a unit with the metal frame 60 is surrounded by a material that hardens subsequently, e.g. concrete.
  • the panel frame members 20 can be set up on the tope edge surface 1 If of the bearing tray 11 and fixed, e.g. bolted to the connection fittings l ib in the connection zones 11a.
  • the column elements 20a of the panel frame members that are next to each other may also be fastened to each other, then with the formation of the grid roof structure 21 the frame of the building structure 1 can be completely formed.
  • construction elements 31 can be fitted into the free spaces 22 in the panel frame members 20 and with the fitting of the necessary door and window elements 23 the wall structure 30 can be formed.
  • the most important characteristic of the building structure 1 made in this way is that in the case of the movement of the earth surrounding the protective member 13, that is in the case of a landslide or earthquake it moves as a single member, as a sledge, and the movement energy taken on as a consequence of the movement or quakes is transferred to the energy absorbing insert 40.
  • the energy absorbing insert 40 significantly reduces this energy and detunes the quakes away from the own vibration frequency of the bearing plate 11 and the frame structure built on it, so reducing to a minimum the structural damage caused by natural forces.
  • border flanges 13b of the protective member 13 extend beyond the top edge surface of the l lf of the bearing tray and continue along the panel frame members 20 of the building structure 1 and the wall structure 30 all the way to a certain height of the door and window elements 23.
  • the removable dam sheet 14 In the parts of the border flange 13b of the protective member 13 in the vicinity of the door and window elements 23, especially near the doors there are openings so as not to prevent access. In the opening 13 d, however, there is a removable dam sheet 14 fitted with a sealing insert 14a. Naturally, the removable dam sheet 14 only needs to be positioned in the case of an undesired rise in the water level in the openings 13b of the border flange 13 d.
  • the building structure 1 according to figure 2 may be made similarly to that illustrated in the previous figure with the difference that the appropriate shuttering technique needs to be applied for the part of the protective member that protrudes out of the ground. After the setting of the protective member 13 its whole internal surface has to be covered with the insulation layer 50. The formation of the bearing tray 11 and the panel frame members 20, as well as the grid roof structure 21 and the wall structure 30 does not differ from that presented earlier.
  • the building structure according to the invention can be used advantageously when constructing safe and resistant buildings quickly and with low costs in areas subject to natural forces and at risk from catastrophes.
  • connection zone lib connection fitting lie anchoring member lid back surface l ie side surface llf top edge surface

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Structural Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Emergency Management (AREA)
  • Business, Economics & Management (AREA)
  • Civil Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • General Engineering & Computer Science (AREA)
  • Paleontology (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

L'invention concerne une structure de construction, comprenant des fondations, des éléments de membrure solidarisés aux fondations et une structure de toiture quadrillée reliée aux éléments de membrure, ainsi qu'une structure murale constituée d'éléments de construction remplissant au moins une partie des espaces libres délimités par les éléments de membrure, la structure de toiture quadrillée et des éléments de porte et de fenêtre. Lesdites fondations présentent une plaque d'appui, constituée dans un matériau durcissant ultérieurement, et une grille, constituée d'éléments de renfort incorporés dans le matériau de la plaque d'appui. La présente invention se caractérise en ce que la plaque d'appui (11) des fondations (10) présente des éléments d'assemblage (11b) positionnés dans la zone d'assemblage (11a) des éléments de membrure (20) et ces éléments d'assemblage (11b) sont fixés aux éléments de renfort (12a) formant la grille (12) par des éléments d'ancrage (11c).
PCT/HU2002/000040 2001-05-15 2002-05-13 Structure de construction WO2002092944A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
HU20010100119U HU2146U (en) 2001-05-15 2001-05-15 Building structure
HUU0100119 2001-05-15

Publications (1)

Publication Number Publication Date
WO2002092944A1 true WO2002092944A1 (fr) 2002-11-21

Family

ID=10974197

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/HU2002/000040 WO2002092944A1 (fr) 2001-05-15 2002-05-13 Structure de construction

Country Status (2)

Country Link
HU (1) HU2146U (fr)
WO (1) WO2002092944A1 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2014173543A3 (fr) * 2013-04-26 2015-01-15 Mageba - Sh Ag Ouvrage présentant un dispositif d'atténuation d'un tremblement de terre
JP2018193672A (ja) * 2017-05-12 2018-12-06 大成建設株式会社 増設基礎構造

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB161596A (en) * 1919-07-04 1921-04-21 Thomas Frederick Hoare Improvements in or relating to framed sections for and the construction of houses & like buildings
FR2463756A1 (fr) * 1979-08-20 1981-02-27 Santt Rene Materiaux et procedes de construction dans les zones menacees par les tremblements de terre
JP2000273985A (ja) * 1999-03-24 2000-10-03 Hosoda Kensetsu Kk 薄板構造２段ブレースパネル、建物の建築構造及び建物の建築方法
JP2001020295A (ja) * 1999-07-07 2001-01-23 Misawa Homes Co Ltd アンカーボルト保持具

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB161596A (en) * 1919-07-04 1921-04-21 Thomas Frederick Hoare Improvements in or relating to framed sections for and the construction of houses & like buildings
FR2463756A1 (fr) * 1979-08-20 1981-02-27 Santt Rene Materiaux et procedes de construction dans les zones menacees par les tremblements de terre
JP2000273985A (ja) * 1999-03-24 2000-10-03 Hosoda Kensetsu Kk 薄板構造２段ブレースパネル、建物の建築構造及び建物の建築方法
JP2001020295A (ja) * 1999-07-07 2001-01-23 Misawa Homes Co Ltd アンカーボルト保持具

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
PATENT ABSTRACTS OF JAPAN vol. 2000, no. 13 5 February 2001 (2001-02-05) *
PATENT ABSTRACTS OF JAPAN vol. 2000, no. 16 8 May 2001 (2001-05-08) *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2014173543A3 (fr) * 2013-04-26 2015-01-15 Mageba - Sh Ag Ouvrage présentant un dispositif d'atténuation d'un tremblement de terre
JP2018193672A (ja) * 2017-05-12 2018-12-06 大成建設株式会社 増設基礎構造

Also Published As

Publication number Publication date
HU0100119V0 (en) 2001-07-30
HU2146U (en) 2001-10-29

Similar Documents

Publication Publication Date Title
CA2801287C (fr) Systeme de construction par translation verticale et procede pour construire des batiments a plusieurs etages a l'aide de structures prefabriquees
US6244008B1 (en) Lightweight floor panel
CN110512647B (zh) 一种局部装配式地铁车站结构设计及施工方法
US8186115B2 (en) Modular panel assemblies for building foundations
US5724782A (en) System and method for constructing buildings (and other structures) capable of withstanding substantial natural forces
US20130199113A1 (en) Floatable Constructions
CN110439291B (zh) 一种适用于低层建筑的装配式生产施工方法
US20090282754A1 (en) Foundational Cistern
Prajapati et al. Study of seismic and wind effect on multi storey RCC, steel and composite building
US4570409A (en) Foundation system for modular and mobile housing
CN110904992B (zh) 整体装配式加装电梯的电梯基础构件及其施工方法
CN107313551A (zh) 一种钢筋桁架混凝土预制墙板及结构体系及其施工方法
RU55388U1 (ru) Пространственная железобетонная фундаментная платформа для малоэтажных зданий для строительства в особых грунтовых условиях и сейсмичности в сборном и монолитном вариантах
WO2002092944A1 (fr) Structure de construction
RU2706288C1 (ru) Способ строительства сооружения
JP3641227B2 (ja) 地下構造躯体の施工法
RU2274718C2 (ru) Способ реконструкции с усилением здания по всему периметру
EP0151626B1 (fr) Procede de construction de fondations pour une structure et piece intermediaire utilisee dans ce procede
JP2001241052A (ja) 地下室の防水工法及び地下室の防水構造
Smirnov et al. Seismic isolation of buildings and historical monuments. Recent developments in Russia
RU2774443C1 (ru) Способ возведения свайно-плитного фундамента
Anil et al. Review on U Boot technology in construction
JP3198986B2 (ja) 住宅用布基礎
JP2538759B2 (ja) 地下室および地下室の構築方法
RU2256046C1 (ru) Способ реконструкции здания

Legal Events

Date Code Title Description
AK Designated states

Kind code of ref document: A1

Designated state(s): AE AG AL AM AT AU AZ BA BB BG BR BY BZ CA CH CN CO CR CU CZ DE DK DM DZ EC EE ES FI GB GD GE GH GM HR HU ID IL IN IS JP KE KG KP KR KZ LC LK LR LS LT LU LV MA MD MG MK MN MW MX MZ NO NZ OM PH PL PT RO RU SD SE SG SI SK SL TJ TM TN TR TT TZ UA UG US UZ VN YU ZA ZM ZW

AL Designated countries for regional patents

Kind code of ref document: A1

Designated state(s): GH GM KE LS MW MZ SD SL SZ TZ UG ZM ZW AM AZ BY KG KZ MD RU TJ TM AT BE CH CY DE DK ES FI FR GB GR IE IT LU MC NL PT SE TR BF BJ CF CG CI CM GA GN GQ GW ML MR NE SN TD TG

121 Ep: the epo has been informed by wipo that ep was designated in this application
REG Reference to national code

Ref country code: DE

Ref legal event code: 8642

122 Ep: pct application non-entry in european phase
NENP Non-entry into the national phase

Ref country code: JP

WWW Wipo information: withdrawn in national office

Country of ref document: JP