EP1111143B1 - Heben von horizontal am Platz gegossenen Wandplatten - Google Patents

Heben von horizontal am Platz gegossenen Wandplatten Download PDF

Info

Publication number
EP1111143B1
EP1111143B1 EP19990500255 EP99500255A EP1111143B1 EP 1111143 B1 EP1111143 B1 EP 1111143B1 EP 19990500255 EP19990500255 EP 19990500255 EP 99500255 A EP99500255 A EP 99500255A EP 1111143 B1 EP1111143 B1 EP 1111143B1
Authority
EP
European Patent Office
Prior art keywords
building
pieces
plates
pavement
frame
Prior art date
Legal status (The legal status 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 status listed.)
Expired - Lifetime
Application number
EP19990500255
Other languages
English (en)
French (fr)
Other versions
EP1111143A1 (de
Inventor
Valentin Leiro Paz
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
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
Priority claimed from ES009902834A external-priority patent/ES2157864A6/es
Application filed by Individual filed Critical Individual
Publication of EP1111143A1 publication Critical patent/EP1111143A1/de
Application granted granted Critical
Publication of EP1111143B1 publication Critical patent/EP1111143B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

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
    • E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
    • E04B1/3505—Extraordinary methods of construction, e.g. lift-slab, jack-block characterised by the in situ moulding of large parts of a structure
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B66—HOISTING; LIFTING; HAULING
    • B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C1/00—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles
    • B66C1/10—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means
    • B66C1/12—Slings comprising chains, wires, ropes, or bands; Nets
    • 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
    • E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
    • E04B1/355—Extraordinary methods of construction, e.g. lift-slab, jack-block characterised by the tilting up of whole buildings or sections thereof, e.g. walls, portal frames

Definitions

  • the present Addition Patent application relates, as stated in its title, to an improved BUILDING CONSTRUCTION METHOD which novel manufacturing, conformation and design features fulfil the purpose to which it has been specifically designed, with a maximum safety and effectiveness.
  • the invention refers to an improved building construction method comprising the steps of directly moulding on the floor or on the pavement of the building flat pieces which are meant to form the building side walls. They are obtained by disposing the suitable reinforced concrete rod lattice as well as the openings of the corresponding masses of reinforced concrete in the space defined on such pavement by a frame formed by detachably interlinked metal rulers appropriately sized which are placed thereon. Said pieces are horizontally resting on the pavement until setting up has been completely and then they are disposed in the up-right direction that they have to assume altogether in the building.
  • Said improvements consist in providing such pieces having means to ease moving thereof by ancillary means such as cranes and the like in such a way that moving, which involves hanging of the pieces, will not impair their resistant structure and will not impair the corresponding standardised profiles that serve as a frame of the pieces stiffening the structure.
  • Said means comprise a number of hooks distributed at the vertexes of the pieces and at the middle area of their major bases. Raising up of the pieces as well as moving thereof in a comfortable and effective way are made possible by means of the corresponding pulleys and IPN profiles without impairing the pieces.
  • the frame of the above mentioned pieces is provided with means that allow assembling of several pieces, either being aligned or angled in such a way that, once they have been placed, they can be immobilised relative to one another by simple operations such as welding or the like along with the corresponding conventional joints thus allowing to build up large longitudinal walls with a minimum time.
  • hooks are provided at the ends of the reinforcing profiles which are formed in any of the piece bases. Altogether allowing for a faster and short time manufacturing of said pieces.
  • the piece raising up is facilitated by a four point arrangement where the entrainment cables of the crane or the like can be attached to. Two of these points are located at the reinforcement profile upper corner and the other two are located at the middle height of the side profiles.
  • a further improvement of the present application consist in manufacturing outside walls that require an high isolation degree by means of two of the provided pieces in the building construction method disclosed in the main patent n° ES-A-540232 (application n° ES 8602189) and in the next Addition Patents.
  • Isolation provided in said walls is achieved in a different way by interposing them either inside one of the pieces as intended, described and claimed in the Addition Patent n° ES-A-2063722 (application n° ES 9301707) in the name of the same applicant or by providing two pieces forming a sandwich with a plate of an isolating material of any suitable nature according to each condition, in such a way that at the corresponding side bases or at the upper or lower bases there is provided a wider U-shaped cross sectional profile allowing to attach the three plates: the two plates made up of the mentioned concrete plus the proper isolating plate.
  • the flat piece (10) is made up from a mass of concrete (11) duly reinforced by means of the corresponding bars, not shown in the figures, protected at the edges thereof by frames (12) and (16).
  • Said frames could be preferably normalised profiles having a U-shaped cross-section and soaking up the mass of concrete and in turn protecting it and allowing to place said flat pieces (10) with other similar pieces.
  • One of the present improvements consists in providing points of anchorage at the vertexes or at the confluence points between the frames (12) and (16).
  • another object of the present application is the provision of further points of anchorage in the frames (16) and in one of the profile wedges which cross-section is U-shaped.
  • the four points of anchorage are formed by a plate (22) welded to the frames (12) and (16) and to the profiles which are forming them, and a hook (23) welded to the plate (22).
  • a further object of the present improvements consist, as it can be seen from figures n° 3 and 4, in building a wall by means of two flat pieces (10) forming a sandwich together with an isolating piece (25). At the side up-right bases there are provided respective U-profiles, either only one profile or an additional third profile soaking up the profiles or frames of each of the pieces (10).
  • a further embodiment can be seen in figure n° 6; this embodiment does not fall within the scope of claim 1 and consist in providing a plate (32) specially for ceiling having corresponding pieces (31) for receiving hooks and provided with an isolating layer (25) as well as a mass of mortar (26) onto which corresponding, slates, root tiles and the like are to be placed.
  • Another object of the present invention offers the possibility of assembling flat pieces (10) through the soldering points (30), as it can be seen from figure n° 5, by providing a number of plates (28) and (29) properly welded to the frames or profiles (12) and (16) regardless of whether the corresponding joined pieces are placed between the minor side bases of two adjacent flat pieces being arranged to form a wall.

Landscapes

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

Claims (2)

  1. Verbessertes Hochbauverfahren, das folgende Arbeitsschritte umfasst:
    Planieren des Bodens und Ausheben entsprechender Gräben im Baugrund für die Herstellung des Oberbaus;
    direkt auf diesem Oberbau Formen von Flachteilen, die bewegt und in geeigneter Weise platziert werden, sodass sie die Seitenwände des Gebäudes bilden, die mit einer Verstärkung versehen werden;
    Auffüllen mit Betonmasse des Raums, der auf dem Oberbau durch einen Rahmen (12, 16), der abnehmbare Richtscheite aus Metall umfasst, gebildet wird;
    Ausrichten der Flachteile in der Weise, dass sie horizontal auf dem Oberbau liegen, bis das Abbinden des Betons abgeschlossen ist; und
    Anordnen der Teile in aufrechter Position, die sie insgesamt im Gebäude einnehmen, wo sie gesichert und befestigt werden;
       dadurch gekennzeichnet, dass
       das Verfahren darüber hinaus den Schritt des Anschweißens von Platten (20, 22) an die Flachteile (10) am Rahmen (12, 16) umfasst sowie das Anschweißen von entsprechenden Haken (21, 23) an die Platten (20, 22), wobei diese gemeinsam mit den entsprechenden Haken (21, 23) vier Verankerungsstellen am Rahmen (12, 16) bilden, und zwar zwei an der oberen Ecke und zwei am Rahmen (16).
  2. Verbessertes Hochbauverfahren nach Anspruch 1, dadurch gekennzeichnet, dass es darüber hinaus den Schritt der Ausbildung von Längs- oder Winkelwänden durch Flachteile (10) mittels Platten (28, 29) umfasst, die an die Rahmen (12) oder (16) dieser Flachteile (10) angeschweißt werden, wobei die Platten (28-29) durch Schweißstellen (30) miteinander verbunden sind.
EP19990500255 1999-12-23 1999-12-29 Heben von horizontal am Platz gegossenen Wandplatten Expired - Lifetime EP1111143B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ES9902834 1999-12-23
ES009902834A ES2157864A6 (es) 1985-01-29 1999-12-23 Mejoras introducidas en el objeto de la patente principal n 540.232 por procedimiento para la construccion de edificios.

Publications (2)

Publication Number Publication Date
EP1111143A1 EP1111143A1 (de) 2001-06-27
EP1111143B1 true EP1111143B1 (de) 2005-10-19

Family

ID=8311050

Family Applications (1)

Application Number Title Priority Date Filing Date
EP19990500255 Expired - Lifetime EP1111143B1 (de) 1999-12-23 1999-12-29 Heben von horizontal am Platz gegossenen Wandplatten

Country Status (2)

Country Link
EP (1) EP1111143B1 (de)
DE (1) DE69927833T2 (de)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110668301A (zh) * 2019-09-20 2020-01-10 中国五冶集团有限公司 一种预制混凝土板吊装方法及吊装辅件

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2404025A1 (de) * 1974-01-29 1975-07-31 Rolf Dipl Ing Maier Verfahren zum betonieren vertikaler waende

Also Published As

Publication number Publication date
EP1111143A1 (de) 2001-06-27
DE69927833T2 (de) 2006-07-06
DE69927833D1 (de) 2006-03-02

Similar Documents

Publication Publication Date Title
WO1994027003A1 (en) Zone module construction method of steel structure construction
PL162094B1 (pl) R amowa konstrukcja przestrzenna oraz sposób jej wytwarzania PL PL
WO2002066757A1 (en) A load bearing building panel
JP5585227B2 (ja) 建物の解体工法
EP1111143B1 (de) Heben von horizontal am Platz gegossenen Wandplatten
JPH04269229A (ja) スペースフレーム構造体
CN210562997U (zh) 一种预制柱组件
US5201161A (en) Nuclear power plant construction method
JP5712507B2 (ja) 建物の解体工法
FI94451B (fi) Betonilaattarakenteiden yhteydessä käytettäväksi tarkoitettu betonilla täytettävä liittopalkki
KR100788000B1 (ko) 타워크레인 설치용 빔구조체 및 그 시공방법
JPH11107293A (ja) 建物の基礎構造、その基礎施工方法及び基礎用ブロック
JPH0657710A (ja) コンクリート主塔の築造方法
CA1296916C (en) Structural panel and method of forming same
JPH0978836A (ja) 壁・梁一体組鉄筋と、それを使用した型枠の形成方法
JP5640483B2 (ja) 解体工法及び柱保持装置
JP2009299346A (ja) 建築物の施工方法
JPH0730564B2 (ja) 地下構造物の構築工法
AU2002234421B2 (en) A load bearing building panel
EP1233123A2 (de) Verfahren zur Mauersteinverlegung und Vorrichtung zu dessen Durchführung
JP2017172262A (ja) 建物の構築方法
AU750020B3 (en) A load bearing building panel
KR0137465Y1 (ko) 철근 콘크리트 슬래브의 데크 거어더
US20060174565A1 (en) Modular building system
JP2761527B2 (ja) 構造物の構築方法

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): DE FR IT PT

AX Request for extension of the european patent

Free format text: AL;LT;LV;MK;RO;SI

17P Request for examination filed

Effective date: 20010816

AKX Designation fees paid

Free format text: DE FR IT PT

17Q First examination report despatched

Effective date: 20040720

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): DE FR IT PT

REF Corresponds to:

Ref document number: 69927833

Country of ref document: DE

Date of ref document: 20060302

Kind code of ref document: P

ET Fr: translation filed
PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

26N No opposition filed

Effective date: 20060720

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 20111219

Year of fee payment: 13

Ref country code: PT

Payment date: 20111116

Year of fee payment: 13

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 20120229

Year of fee payment: 13

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: IT

Payment date: 20111229

Year of fee payment: 13

REG Reference to a national code

Ref country code: PT

Ref legal event code: MM4A

Free format text: LAPSE DUE TO NON-PAYMENT OF FEES

Effective date: 20130701

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20130830

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 69927833

Country of ref document: DE

Effective date: 20130702

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20130702

Ref country code: PT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20130701

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20130102

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20121229