EP1203843A2 - Baggerlöffel zur Herstellung von Schlitzen für Mauern aus verstärktem Beton - Google Patents
Baggerlöffel zur Herstellung von Schlitzen für Mauern aus verstärktem Beton Download PDFInfo
- Publication number
- EP1203843A2 EP1203843A2 EP01125999A EP01125999A EP1203843A2 EP 1203843 A2 EP1203843 A2 EP 1203843A2 EP 01125999 A EP01125999 A EP 01125999A EP 01125999 A EP01125999 A EP 01125999A EP 1203843 A2 EP1203843 A2 EP 1203843A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- boom
- shovel
- crane
- reinforced concrete
- superstructure
- 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.)
- Withdrawn
Links
- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 22
- 238000004804 winding Methods 0.000 claims description 3
- 230000004323 axial length Effects 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F3/00—Dredgers; Soil-shifting machines
- E02F3/04—Dredgers; Soil-shifting machines mechanically-driven
- E02F3/46—Dredgers; Soil-shifting machines mechanically-driven with reciprocating digging or scraping elements moved by cables or hoisting ropes ; Drives or control devices therefor
- E02F3/47—Dredgers; Soil-shifting machines mechanically-driven with reciprocating digging or scraping elements moved by cables or hoisting ropes ; Drives or control devices therefor with grab buckets
- E02F3/475—Dredgers; Soil-shifting machines mechanically-driven with reciprocating digging or scraping elements moved by cables or hoisting ropes ; Drives or control devices therefor with grab buckets for making foundation slots
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F3/00—Dredgers; Soil-shifting machines
- E02F3/04—Dredgers; Soil-shifting machines mechanically-driven
- E02F3/28—Dredgers; Soil-shifting machines mechanically-driven with digging tools mounted on a dipper- or bucket-arm, i.e. there is either one arm or a pair of arms, e.g. dippers, buckets
- E02F3/36—Component parts
- E02F3/40—Dippers; Buckets ; Grab devices, e.g. manufacturing processes for buckets, form, geometry or material of buckets
- E02F3/413—Dippers; Buckets ; Grab devices, e.g. manufacturing processes for buckets, form, geometry or material of buckets with grabbing device
- E02F3/4136—Dippers; Buckets ; Grab devices, e.g. manufacturing processes for buckets, form, geometry or material of buckets with grabbing device with grabs mounted on a slidable or telescopic boom or arm
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F9/00—Component parts of dredgers or soil-shifting machines, not restricted to one of the kinds covered by groups E02F3/00 - E02F7/00
- E02F9/20—Drives; Control devices
- E02F9/2016—Winches
Definitions
- the present invention relates to a crane shovel for building reinforced concrete cutoff walls and similar.
- reinforced concrete cutoff walls and similar are often used in the construction of certain types of underground structures, such as garages, stores, cellars, tanks, etc.
- reinforced concrete cutoff walls requires a special type of crane shovel capable of digging trenches of constant width and depth, depending on the type of cutoff wall being built.
- known crane shovels for building reinforced concrete cutoff walls comprise : a self-propelled track-mounted undercarriage I for moving over any type of ground; a movable superstructure II mounted on self-propelled undercarriage I and revolving about a vertical axis; a boom III projecting substantially vertically from movable superstructure II; and a special grab bucket IV, for reinforced concrete cutoff walls, fixed to the top end of boom III by one or more supporting cables V looped about a number of transmission pulleys VI at the top end of boom III.
- Supporting cables V are wound and unwound by a number of winches on movable superstructure II, so as to move grab bucket IV, on command, along the vertical line through the top end of boom III.
- a crane shovel for building reinforced concrete cutoff walls and similar, comprising a self-propelled undercarriage; a movable superstructure mounted for rotation on the self-propelled undercarriage; a boom projecting from said movable superstructure; and a grab bucket, for reinforced concrete cutoff walls, suspended from said boom by means of at least one supporting cable; the crane shovel being characterized in that said boom projects from said movable superstructure in a substantially horizontal direction.
- Number 1 in Figures 2 and 3 indicates as a whole a crane shovel specially designed for building reinforced concrete cutoff walls and similar in highly confined spaces.
- Crane shovel 1 comprises: a self-propelled undercarriage 2, specially designed for moving over rough ground, and preferably, though not necessarily, mounted on tracks; a movable superstructure 3 mounted in known manner on self-propelled undercarriage 2 to revolve about a vertical axis of rotation A; a boom 4 projecting from movable superstructure 3 in a substantially horizontal direction; and a grab bucket 5, for reinforced concrete cutoff walls, suspended from the free end 4a of boom 4 by means of one or more supporting cables 6.
- boom 4 is hinged at the other end to a supporting bracket 7 projecting from the top of the body of movable superstructure 3, and is maintained in a substantially horizontal position by a hydraulic piston 8 having a first end hinged to boom 4, and a second end hinged to the body of movable superstructure 3.
- boom 4 is hinged to supporting bracket 7 so as to rotate about a horizontal axis of rotation B; while hydraulic piston 8, projecting from movable superstructure 3, supports boom 4 centrally and is adjustable in axial length to adjust, on command, the tilt angle ⁇ of boom 4 with respect to its horizontal operating position.
- boom 4 has one or more transmission pulleys 9, about which cable/s 6 supporting grab bucket 5 for reinforced concrete cutoff walls is/are wound.
- boom 4 is a telescopic type, i.e. is defined by a number of sections (two in the example shown) connected to each other telescopically by one or more hydraulic actuators (not shown) for adjusting the overall axial length of boom 4 in known manner.
- movable superstructure 3 also comprises an orienting device (not shown) for rotating movable superstructure 3, with respect to self-propelled undercarriage 2, about axis of rotation A; and at least one winch 10 for winding and unwinding, on command, cable/s 6 supporting grab bucket 5 for reinforced concrete cutoff walls, so as to move grab bucket 5 along the vertical line V through the free end 4a of boom 4, and also open and close the bucket.
- winch/es 10 is/are fixed to and project from supporting bracket 7 at the point at which boom 4 is hinged to supporting bracket 7.
- crane shovel 1 is equipped with a known grab bucket 5 for reinforced concrete cutoff walls, which requires two independent supporting cables 6 for moving grab bucket 5 along vertical line V and for opening and closing the bucket.
- Movable superstructure 3 is therefore equipped with at least two independent winches 10, each for winding and unwinding a respective supporting cable 6 on command.
- crane shovel 1 preferably, though not necessarily, also comprises two lateral running boards 11 located on opposite sides of movable superstructure 3, and each of which is capable of supporting the weight of at least one person, is fixed to the body of movable superstructure 3, and can be removed easily and quickly, when necessary, to reduce the overall width of movable superstructure 3.
- each lateral running board 11 is defined by a preferably, though not necessarily, parallelepiped-shaped box, which may be used to advantage as a tool box.
- each lateral running board 11 is defined by a parallelepiped-shaped box 12 fixed in easily removable manner by a long side wall to the body of movable superstructure 3; and by a top cover plate 13 hinged by a long lateral edge 13a to the lateral wall of box 12.
- Top plate 13 defines the lid of box 12, and is movable between a closed position ( Figure 3) closing the top opening of box 12, and an open position ( Figure 4) exposing the top opening of and permitting access to the inside of box 12.
- top plate 13 defines the tread surface of lateral running board 11.
- crane shovel 1 for reinforced concrete cutoff walls as described and illustrated herein greatly reduces the overall height of the machine, thus enabling it to operate in confined spaces and, in particular, inside existing buildings.
- the drastic reduction in the overall height of the machine also eliminates the need for extensive ground supporting elements, so that smaller self-propelled undercarriages 2 and movable superstructure 3 can be used, thus reducing the production cost of the machine.
- self-propelled undercarriage 2 may be equipped with removable track skids to reduce the overall size of the undercarriage during transport.
Landscapes
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Jib Cranes (AREA)
- Load-Engaging Elements For Cranes (AREA)
- Tents Or Canopies (AREA)
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
IT2000BO000640A ITBO20000640A1 (it) | 2000-11-03 | 2000-11-03 | Escavatore a fune libera per la costruzione di diaframmi in cemento armato e similari |
ITBO000640 | 2000-11-03 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1203843A2 true EP1203843A2 (de) | 2002-05-08 |
EP1203843A3 EP1203843A3 (de) | 2002-07-24 |
Family
ID=11438830
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP01125999A Withdrawn EP1203843A3 (de) | 2000-11-03 | 2001-10-31 | Baggerlöffel zur Herstellung von Schlitzen für Mauern aus verstärktem Beton |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP1203843A3 (de) |
IT (1) | ITBO20000640A1 (de) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2535462B1 (de) * | 2011-05-23 | 2016-03-09 | Denys, Naamloze Vennootschap | Vorrichtung zur Herstellung eines verbauten Grabens |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2162401A1 (de) * | 1971-12-16 | 1973-06-28 | Gewerk Eisenhuette Westfalia | Schlitzwandbagger |
FR2703038A1 (fr) * | 1993-03-24 | 1994-09-30 | Lieutard Marie France | Dispositif de télécommande d'appareil de préhension. |
JPH073831A (ja) * | 1993-06-18 | 1995-01-06 | Ohbayashi Corp | 路下用掘削機 |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1086413B (de) * | 1958-12-10 | 1960-08-04 | Demag Zug Gmbh | Fahrbarer Kran mit hydraulisch betriebener Greifeinrichtung |
US3157288A (en) * | 1960-12-08 | 1964-11-17 | Wieger Ernst | Multi-purpose earth moving machine |
GB1216936A (en) * | 1967-12-23 | 1970-12-23 | Orenstein & Koppel Ag | Machines for digging deep narrow trenches |
US3578787A (en) * | 1968-11-12 | 1971-05-18 | Northwest Engineering Corp | Control system |
US5836089A (en) * | 1993-02-22 | 1998-11-17 | Lipsker; Yitshaq | Excavating equipment fitted with surface clamps |
FR2752857B1 (fr) * | 1996-08-28 | 1998-12-04 | Sol Comp Du | Appareil pour creuser dans le sol des tranchees de grande profondeur |
-
2000
- 2000-11-03 IT IT2000BO000640A patent/ITBO20000640A1/it unknown
-
2001
- 2001-10-31 EP EP01125999A patent/EP1203843A3/de not_active Withdrawn
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2162401A1 (de) * | 1971-12-16 | 1973-06-28 | Gewerk Eisenhuette Westfalia | Schlitzwandbagger |
FR2703038A1 (fr) * | 1993-03-24 | 1994-09-30 | Lieutard Marie France | Dispositif de télécommande d'appareil de préhension. |
JPH073831A (ja) * | 1993-06-18 | 1995-01-06 | Ohbayashi Corp | 路下用掘削機 |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2535462B1 (de) * | 2011-05-23 | 2016-03-09 | Denys, Naamloze Vennootschap | Vorrichtung zur Herstellung eines verbauten Grabens |
Also Published As
Publication number | Publication date |
---|---|
ITBO20000640A0 (it) | 2000-11-03 |
ITBO20000640A1 (it) | 2002-05-03 |
EP1203843A3 (de) | 2002-07-24 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US8060966B2 (en) | Method and apparatus for bridge construction | |
FI62579C (fi) | Anordning foer upplyftning av foerstaerkningsvaeggar -skivor eller spontbraeden ur schakten | |
US7559161B2 (en) | Soil working method and apparatus | |
US5026214A (en) | Apparatus for placing cementitious materials in earth excavations | |
EP1203843A2 (de) | Baggerlöffel zur Herstellung von Schlitzen für Mauern aus verstärktem Beton | |
JP3615892B2 (ja) | 掘削機の排土装置 | |
JP2913630B2 (ja) | 杭打機 | |
CN108396808B (zh) | 全套管施工装置 | |
CN212079249U (zh) | 用于竖井开挖的出渣装置 | |
JP2860978B2 (ja) | 懸垂型掘削機 | |
JPH0841896A (ja) | ケーソンの掘削装置 | |
JPH11229394A (ja) | オープンケーソンの施工システム | |
JPH0743277Y2 (ja) | 重量物の支持装置 | |
JP2889879B2 (ja) | 道路に面した構築物床板の開閉操作法 | |
JP3250658B2 (ja) | ケーソン掘削機のケーブル引線装置 | |
JPS592191Y2 (ja) | 地下連続壁構築用掘削装置 | |
JP2000054425A (ja) | 地中連続壁用掘削機 | |
JPS6220511Y2 (de) | ||
JP2876590B2 (ja) | 低空頭クレーン | |
CN115787660A (zh) | 一种模块化可拆卸电梯基坑支护及其施工方法 | |
JPS6363820A (ja) | 2軸オ−ガによる型鋼の圧入装置 | |
JPH0333786Y2 (de) | ||
JPS6278397A (ja) | 立坑掘削装置 | |
JPH11315549A (ja) | クレ―ン機能を備えた油圧ショベル | |
KR20210057632A (ko) | 실내 공사 장비 |
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: A2 Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR |
|
AX | Request for extension of the european patent |
Free format text: AL;LT;LV;MK;RO;SI |
|
PUAL | Search report despatched |
Free format text: ORIGINAL CODE: 0009013 |
|
AK | Designated contracting states |
Kind code of ref document: A3 Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR |
|
AX | Request for extension of the european patent |
Free format text: AL;LT;LV;MK;RO;SI |
|
17P | Request for examination filed |
Effective date: 20030123 |
|
AKX | Designation fees paid |
Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR |
|
17Q | First examination report despatched |
Effective date: 20080326 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN |
|
18D | Application deemed to be withdrawn |
Effective date: 20081007 |