US3667178A - Method and means for binding of ground surfaces on bedding which is uneven or has a tendency to give way - Google Patents

Method and means for binding of ground surfaces on bedding which is uneven or has a tendency to give way Download PDF

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Publication number
US3667178A
US3667178A US39770A US3667178DA US3667178A US 3667178 A US3667178 A US 3667178A US 39770 A US39770 A US 39770A US 3667178D A US3667178D A US 3667178DA US 3667178 A US3667178 A US 3667178A
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United States
Prior art keywords
grid
openings
bedding
support structure
particulate material
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Expired - Lifetime
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US39770A
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English (en)
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Knut Borge Algers
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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C3/00—Foundations for pavings
    • E01C3/006—Foundations for pavings made of prefabricated single units
    • 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
    • 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
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D35/00—Straightening, lifting, or lowering of foundation structures or of constructions erected on foundations
    • 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
    • E04B1/0007—Base structures; Cellars
    • 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
    • E04B1/36—Bearings or like supports allowing movement
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00—Flooring
    • E04F15/02—Flooring or floor layers composed of a number of similar elements
    • E04F15/024—Sectional false floors, e.g. computer floors
    • E04F15/02447—Supporting structures
    • E04F15/02464—Height adjustable elements for supporting the panels or a panel-supporting framework
    • E04F15/02488—Height adjustable elements for supporting the panels or a panel-supporting framework filled with material hardening after application
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00—Flooring
    • E04F15/02—Flooring or floor layers composed of a number of similar elements
    • E04F15/024—Sectional false floors, e.g. computer floors
    • E04F15/02447—Supporting structures
    • E04F15/02494—Supporting structures with a plurality of base plates or like, each base plate having a plurality of pedestals upstanding therefrom to receive the floor panels
    • 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
    • E04G23/00—Working measures on existing buildings
    • E04G23/04—Propping of endangered or damaged buildings or building parts, e.g. with respect to air-raid action
    • 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
    • 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
    • E04H9/0235—Anti-seismic devices with hydraulic or pneumatic damping
    • 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
    • E04B2001/3588—Extraordinary methods of construction, e.g. lift-slab, jack-block using special lifting or handling devices, e.g. gantries, overhead conveying rails
    • E04B2001/3594—Extraordinary methods of construction, e.g. lift-slab, jack-block using special lifting or handling devices, e.g. gantries, overhead conveying rails inflatable lifting or handling devices

Definitions

  • the present invention relates to a method and means for bind- 1 PP 39,770 ing ground surfaces on bedding that is uneven or has a tendency to give way.
  • a building and/or bedding are provided 30 F A r D m with a system of mutually connected vertical walls forming a I 1 Drug" pp [ca y a grid, said walls forming or being provided with openings into May 28, 1969 Sweden ..7494/69 which loose material is introduced to support the walls laterally and vertically after height adjustment or levelling of [52] [1.8. CI. ..52/292, 52/742, 61/50 said wall system.
  • the height adjustment or levelling is accom- [51] ..E02d 27/00 plished by means of jacks provided in or under the grid-work, [58] Field of Search ..52/169, 167, 292, 742, 743; and can be effected in one or more stages.
  • the arrangement 94/11, l3; 61/50, 36 can be used to reinforce bedding irrespective of whether or notthere is a building standing on it; modifications can be [56] References Cited made to suit the purpose of the arrangement.
  • suitable material e.g. sand
  • Said material is then spread out under a large part of the structures surface. In conventional constructions, this can occur eg by stopping or injecting from the side of said constructions, or from isolated holes in the bottom of the constructions, as in a house having a cellar.
  • Another known method is to inject a mass of stuffing material through holes drilled in the construction.
  • Swedish patent 195,797 discloses a method limited to caissons in water whereby a horizontal bed is formed by releasing shingle, or the like, from vertical bays in the caisson construction.
  • buildings or building parts can be erected on ground previously considered to be unusable for construction purposes. Also, significant simplifications as well as savings in time and costs for foundation work can be attained. The constructions can be made so that arising concentrated loads are absorbed by them and are distributed over a greater surface. Thus the demands on the ultimate bearing resistance of the groung or bedding is diminished in corresponding degrees.
  • the building and/or the bedding is provided with a system of mutually connected vertical walls formed or provided with openings into which the loose material is introduced, 'in certain cases to support the walls laterally. After height adjusting or levelling of the wall system, said material partially falls down into the cavities thereby produced and also forms vertical support for said wall system.
  • building does not refer only to structures already completed or under construction, but also to parts thereof such as joists or other building members, and to installations on the ground such as roads, airfield runways, etc..
  • Means for the efi'ecting of the method is characterized firstly in that there is a system of mutually connected vertical walls designed to underpin the building, and secondly that loose material such as sand, shingle, macadam, crushed stone, granulate, clinkers, or the like, with little or no compressibility, is being introduced from above or from the side; said material forming support for the wall system both laterally and vertically after height adjustment of said wall system to a desired position.
  • FIG. 1 is a perspective view of framing of joists.
  • FIG. 2 similarly shows another framing of joists.
  • FIG. 3 similarly shows a third framing of joists wherein all the joists are arranged as a grid according to the invention.
  • FIG. 4 shows a vertical section through a floor element, arranged in principle as illustrated in FIG. 3.
  • FIG. 5 is a perspective view of still another embodiment.
  • FIG. 6 is a perspective view of a box having a grid-work bottom.
  • FIG. 7 shows a vertical projection of a concrete joist slab.
  • FIG. 8 shows a similar, but metal joist slab.
  • FIG. 9 is an end view.
  • FIG. 10 as a plane view.
  • FIG. 11 is a perspective view of an embodiment having a perforated plate functioning as a grid.
  • FIG. 1 shows an example of a system of vertical walls 10 having their ends secured to corresponding side pieces 12, 14
  • the arrangement can be regarded as a grid which can be a building element, e.g. a joist having parallel secondary beams. Between the vertical walls are formed openings, into which loose material such as sand, shingle, macadam, crushed stone, granulate, clinkers can be introduced to be used as filling, blocking or stufiing material.
  • the arrangement is also provided with lifting tackle or jacks 20 placed e.g. under all the comers of the element. Thereby, the element can be lifted and/or adjusted to horizontal or inclined positions.
  • FIG. 2 shows a system of mutually intersecting vertical walls 22, 24, within a frame 12, 14, 16, 18 which is underpinned by jacks 20 analogous with the preceding embodiment.
  • the construction can be seen as a grid whose form can be applied to joists, or the like.
  • the grid can be covered by a perforated plate 26 having openings 27 over the intersecting points of the walls 22, 24, as shown in FIG. 3.
  • loose floor elements 28 can be arranged as shown in FIG. 4.
  • FIG. 4 also gives examples of different ways to apply loose material. Before the floor elements are laid on, said loose material can be introduced from above, between the vertical walls 24 which form parts of a grid construction. If subsequent adjusting of the position of the grid is required, the floor elements can be temporarily removed.
  • the grid is lifted up to a desired height and horizontal position so that the loose material falls down under the lower edges of the walls 24 and forms support for said lower edges from below. Material is replenished so that it also supports the walls vertically.
  • the filling can also be tamped and packed under the grid walls where wedges 32 can also be used for adjusting the height.
  • a perforated plate 26 instead of floor elements. I-lere, loose filling material has been introduced through the openings 27 so that it forms a high filling on both sides of the wall 24.
  • FIG. 6 shows a special embodiment of the invention wherein a box or container has a grid-work bottom.
  • the box which comprises suitable material such as concrete, galvanized plate, plastic or the like, has, instead of a conventional bottom, a grid of e.g. reinforcing steel or beams placed on edge, longitudinally, intersecting in a honeycomb pattern, or another configuration giving good length to the downward facing surfaces of the beams, etc., and a large total vertical surface which retains complete permeability for filling and stuffing material that can be introduced into the arrangement through one or several openings 36 in the side walls.
  • suitable material such as concrete, galvanized plate, plastic or the like
  • the boxes etc. of this type can be used for numerous purposes, e.g. as a foundation supporting a deck construction on which an edifice rests; or else mutually coupled together in another Way for the purpose of producing a vertically adjustable bedding having a high ultimate bearing resistance.
  • Separate boxes, suitably dimensioned, can be used either to absorb concentrated loads or, in combination with suitable lifting tackle, to effect height adjustments in bedding or the like.
  • FIGS. 7 and 8 show in cross-section an embodiment of joist slab having grid-work boxes, as in FIG. 6, designed for replenishing from above of stuffing material. These Figures also show a section through a metal joist having bottom grids. The bottom grids are numbered 38 in said Figures; the metal joist in FIG. 8 and its connecting construction is numbered 40. Loose floor elements covering the grid-work box in FIG. 8 is numbered 42.
  • FIGS. 9, l and 11 are intended to elucidate the procedure when using perforated plates, especially those having considerable thickness.
  • stuffing material 3 is introduced which falls down onto the filling material 4 lying on the ground or bedding 5.
  • Said stuffing material will form therewith larger or smaller mounds 3, depending on the distance from the plate 1 to the filling material 4 or the ground 5, under said plate 1 (see particularly FIG. 11).
  • Said mounds can be spread out and packed by e.g. tamping or vibration. If the plate 1 is then elevated with the help of low pressure jacks 6, or other mechanical or hydraulic means, said plate will automatically be underpropped in that stuffing material above, or in the openings 2, falls down and builds up the mounds 3.
  • the plate is thereby prevented from sinking back to the position it occupied before the application of the lifting forces. Lifting and replenishing can occur alternately and in stages, until the desired height of the plate has been obtained.
  • the embodiment is particularly suited for cases where only height adjustment is required, but where no significant lateral forces influence the plate 1.
  • a method of fixing the position of a support structure comprising introducing substantially incompressible loose particulate material between a multiplicity of vertical intersecting strips on edge that together define a grid characterized by a plurality of series of vertically extending openings bounded by said strips with said series of openings extending in a plurality of directions, said particulate material extending through said openings and beneath said grid and supporting said grid at an elevation above a solid supporting substrate.
  • a support structure comprising a grid formed by a plurality of upright interconnected intersecting strips on edge which together form a grid characterized by a plurality of series of vertically extending openings through the grid with said series extending in a plurality of directions, and a substantially incompressible loose particulate material occupying said openings and disposed between said grid and a solid supporting substrate with said particulate material supporting said grid at an elevation above said substrate.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Life Sciences & Earth Sciences (AREA)
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  • Mining & Mineral Resources (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Electromagnetism (AREA)
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  • Mechanical Engineering (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Chemical & Material Sciences (AREA)
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  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Road Paving Structures (AREA)
  • Road Paving Machines (AREA)
  • Underground Or Underwater Handling Of Building Materials (AREA)
  • Filling Or Emptying Of Bunkers, Hoppers, And Tanks (AREA)
US39770A 1969-05-28 1970-05-22 Method and means for binding of ground surfaces on bedding which is uneven or has a tendency to give way Expired - Lifetime US3667178A (en)

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Application Number Priority Date Filing Date Title
SE07494/69A SE338950B (de) 1969-05-28 1969-05-28

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US (1) US3667178A (de)
BE (2) BE751033A (de)
CA (1) CA949549A (de)
DE (3) DE7019446U (de)
FR (2) FR2048861A5 (de)
GB (2) GB1287322A (de)
NL (2) NL7007518A (de)
NO (1) NO125496B (de)
SE (1) SE338950B (de)
SU (1) SU449498A3 (de)

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3999395A (en) * 1973-04-26 1976-12-28 Ab Vattenbyggnadsbyran Support arrangement for a construction
US4367984A (en) * 1979-06-13 1983-01-11 Cartwright Frederick D Stabilization of particulate material
GR20010100168A (el) * 2001-03-29 2002-12-02 Συνεργατες Καρυδη Α.Ε. Συστημα αντισεισμικης προστασιας των κατασκευων μεσω ελαστικης θεμελιωσης
US20070022677A1 (en) * 2003-03-12 2007-02-01 Christopher Richardson Base for a building structure
EP2476818A3 (de) * 2011-01-13 2013-03-06 Caterina Colosimo System zum Verlegen von Fußböden mit schneller Anpassung
WO2015160236A1 (en) * 2014-04-17 2015-10-22 Derks Innovatie & Advies B.V. Underground thermally insulated storage and method for providing thereof, and construction part therefor and use of this construction part
CN107794816A (zh) * 2017-09-27 2018-03-13 中建三局基础设施工程有限公司 一种堤路结合路基结构和施工方法
RU2745311C1 (ru) * 2020-06-05 2021-03-23 федеральное государственное бюджетное образовательное учреждение высшего образования "Кузбасский государственный технический университет имени Т.Ф. Горбачева" (КузГТУ) Способ защиты сплошных плитных железобетонных фундаментов на подрабатываемых территориях
CN113914172A (zh) * 2021-10-25 2022-01-11 江西工程学院 一种环境艺术用卵石路铺设装置
CN114622695A (zh) * 2022-03-08 2022-06-14 深圳须弥云图空间科技有限公司 地面模块及地面模块的成型方法
CN115467512A (zh) * 2022-09-21 2022-12-13 中国建筑第八工程局有限公司 一种便于安装的混凝土模板支撑装置及其使用方法

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FR2486562A1 (fr) * 1980-07-09 1982-01-15 Coyne Bellier Bureau Ingenieur Dispositif de fondation pour structure, telle qu'une plate-forme, notamment auto-elevatrice, reposant sur un fond sous-marin, et plates-formes de ce type
DE3048845C2 (de) * 1980-12-23 1984-12-13 Dyckerhoff & Widmann AG, 8000 München Verfahren und Vorrichtung zur Herstellung einer druckfesten Verbindung
FR2497251A1 (fr) * 1980-12-30 1982-07-02 Freyssinet Int Stup Dispositif de rehaussement de structures lourdes, specialement de structures en beton et procedes de mise en oeuvre
AT374546B (de) * 1981-12-14 1984-05-10 Fuchs Peter Lager zur auflagerung eines tragwerkes sowie verfahren zu dessen einbau
GB2139687B (en) * 1983-03-23 1986-12-10 Lief Widahl Madsen Dpc installation
EP0122474A3 (de) * 1983-04-13 1986-02-05 Schwäbische Hüttenwerke Gesellschaft mit beschränkter Haftung Hublager zum Übertragen und Anheben bzw. Absenken schwerer Lasten
FR2551485B1 (fr) * 1983-09-02 1985-12-06 Planquavoile Dispositif formant cabine de rangement en plein air
GB8514122D0 (en) * 1985-06-05 1985-07-10 Ilukkumbure P W Jack bolt
FR2583444B1 (fr) * 1985-06-17 1988-02-19 Perrey Louis Dispositif antisismique pour batiment
GB8520872D0 (en) * 1985-08-20 1985-09-25 Broom Associates Rodney Box underpinning units
DE3814885A1 (de) * 1988-05-02 1989-11-16 Holzmann Philipp Ag Steuerbare bodenplatte von hochhaeusern, sowie verfahren zu deren herstellung
NL8901898A (nl) * 1989-07-21 1991-02-18 Voorbij Groep Bv Fundatielichaam alsmede werkwijze voor het vormen daarvan.
GB2278863A (en) * 1993-06-08 1994-12-14 Rok Crete Unit Company Limited Repairing building structures
DE4437292C2 (de) * 1994-10-18 1998-07-02 Gemini Area Hausbau Gmbh Verfahren und Rahmen zum Fundamentieren eines Gebäudes
DE10341647B4 (de) * 2003-09-10 2006-03-02 Klaus Wabbels Flachgründung für ein Gebäude aus einem Leichtbaumaterial und Verfahren zur Herstellung und zum Rückbau der Flachgründung
CN101798822B (zh) * 2010-03-09 2012-02-22 三一电气有限责任公司 多腔室桶形基础下沉、起浮的控制方法及控制装置
GB201314270D0 (en) 2013-08-09 2013-09-25 Aeristech Ltd Aerodynamic enhancements in compressors
RU2701398C1 (ru) * 2018-10-18 2019-09-26 Акционерное общество "Научно-исследовательский центр "Строительство", АО "НИЦ "Строительство" Фундамент здания
CN113430938A (zh) * 2021-06-16 2021-09-24 中交一公局集团有限公司 板桩式无土路基的施工方法

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US961438A (en) * 1909-03-19 1910-06-14 Underpinning Company Method and apparatus for construction of supports of buildings and other structures.
US2955689A (en) * 1956-10-01 1960-10-11 Gen Electric Co Ltd Supporting means
US3195314A (en) * 1962-02-26 1965-07-20 Degen Wilhelm Foundation method

Patent Citations (3)

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Publication number Priority date Publication date Assignee Title
US961438A (en) * 1909-03-19 1910-06-14 Underpinning Company Method and apparatus for construction of supports of buildings and other structures.
US2955689A (en) * 1956-10-01 1960-10-11 Gen Electric Co Ltd Supporting means
US3195314A (en) * 1962-02-26 1965-07-20 Degen Wilhelm Foundation method

Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3999395A (en) * 1973-04-26 1976-12-28 Ab Vattenbyggnadsbyran Support arrangement for a construction
US4367984A (en) * 1979-06-13 1983-01-11 Cartwright Frederick D Stabilization of particulate material
GR20010100168A (el) * 2001-03-29 2002-12-02 Συνεργατες Καρυδη Α.Ε. Συστημα αντισεισμικης προστασιας των κατασκευων μεσω ελαστικης θεμελιωσης
US20070022677A1 (en) * 2003-03-12 2007-02-01 Christopher Richardson Base for a building structure
EP2476818A3 (de) * 2011-01-13 2013-03-06 Caterina Colosimo System zum Verlegen von Fußböden mit schneller Anpassung
NL2012650A (nl) * 2014-04-17 2016-02-03 Derks Innovatie & Advies B V Ondergrondse warmte-geïsoleerde opslag en werkwijze voor het verschaffen daarvan, en constructiedeel daarvoor en gebruik van dit constructiedeel.
WO2015160236A1 (en) * 2014-04-17 2015-10-22 Derks Innovatie & Advies B.V. Underground thermally insulated storage and method for providing thereof, and construction part therefor and use of this construction part
CN107794816A (zh) * 2017-09-27 2018-03-13 中建三局基础设施工程有限公司 一种堤路结合路基结构和施工方法
CN107794816B (zh) * 2017-09-27 2020-11-03 中建三局基础设施工程有限公司 一种堤路结合路基结构和施工方法
RU2745311C1 (ru) * 2020-06-05 2021-03-23 федеральное государственное бюджетное образовательное учреждение высшего образования "Кузбасский государственный технический университет имени Т.Ф. Горбачева" (КузГТУ) Способ защиты сплошных плитных железобетонных фундаментов на подрабатываемых территориях
CN113914172A (zh) * 2021-10-25 2022-01-11 江西工程学院 一种环境艺术用卵石路铺设装置
CN114622695A (zh) * 2022-03-08 2022-06-14 深圳须弥云图空间科技有限公司 地面模块及地面模块的成型方法
CN114622695B (zh) * 2022-03-08 2024-05-10 重庆集凯科技服务有限公司 地面模块及地面模块的成型方法
CN115467512A (zh) * 2022-09-21 2022-12-13 中国建筑第八工程局有限公司 一种便于安装的混凝土模板支撑装置及其使用方法

Also Published As

Publication number Publication date
BE751034A (fr) 1970-11-03
NO125496B (de) 1972-09-18
SE338950B (de) 1971-09-20
FR2048860A5 (de) 1971-03-19
DE2025449A1 (de) 1971-01-07
NL7007519A (de) 1970-12-01
NL7007518A (de) 1970-12-01
DE2025446A1 (de) 1971-01-07
CA949549A (en) 1974-06-18
SU449498A3 (ru) 1974-11-05
GB1304763A (de) 1973-01-31
FR2048861A5 (de) 1971-03-19
BE751033A (fr) 1970-11-03
DE7019446U (de) 1970-11-19
GB1287322A (en) 1972-08-31

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