US3889479A - Means for displacing structures - Google Patents

Means for displacing structures Download PDF

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Publication number
US3889479A
US3889479A US372351A US37235173A US3889479A US 3889479 A US3889479 A US 3889479A US 372351 A US372351 A US 372351A US 37235173 A US37235173 A US 37235173A US 3889479 A US3889479 A US 3889479A
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United States
Prior art keywords
jacks
line
group
pressure
groups
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Expired - Lifetime
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US372351A
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English (en)
Inventor
Rolf Trott
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Gewerkschaft Eisenhutte Westfalia GmbH
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Gewerkschaft Eisenhutte Westfalia GmbH
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Priority claimed from DE19722239565 external-priority patent/DE2239565C3/de
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    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/06—Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining
    • E21D9/0692—Cutter drive shields

Definitions

  • One part of the frame can be anchored in place in the tunnel or adit under construction while the other part is thrust forward hydraulically and carries with it one of the shield elements or a group consisting of a selected small number of elements.
  • the last-mentioned frame which may be termed the driving frame, is then retracted and has a further element or group of elements connected to it ready for another advance. Eventually, when all of the elements have been advanced, the anchor frame is released and drawn up so that the procedure described above may be repeated.
  • the resulting thrust which is applied by the driving frame takes effect at different points and eccentrically of the centre of gravity of the driving frame.
  • the changes of position of this eccentric force may result in twisting or tipping of the driving frame, even when the jacks are arranged uniformly around the whole circumference of the shield, and all the jacks are supplied with fluid at the same rate.
  • the driving frame tends to overturn, the advancing sharp-ended elements serve as a fulcrum and the jacks which are positioned at a distance from this fulcrum move forward at an increased rate.
  • the unevenly distributed forces which the jacks apply may cause trouble and result in the driving frame becoming distorted or even jammed in the tunnel, especially if the latter has a large diameter.
  • hydraulic jacks are equipped with monitoring and control instruments which control the operation of the jacks with regard to the selected height to which the structure has to be lifted in such a manner that all of the jacks complete one stroke in the course of an operating cycle, the stroke of each jack being at least theoretically identical or being related to the others by a particular ratio.
  • this method of control cannot ensure that even when each of the jacks has completed a full stroke all of the jacks will be loaded identically. For this reason, the structure has hitherto been enclosed in a rigid load transmitting casing and a rigid auxiliary foundation has been provided in the ground to serve as a common abutment for all of the lifting jacks.
  • the jacks are then arranged at predetermined distances apart in the space between the auxiliary foundation and the load carrying casing.
  • the jacks are either pressurised uniformly to complete the same stroke or, if the structure should become inclined as a result of ground irregularities, the jacks are pressurized non-uniformly taking into account the inclination of the structure so that the jacks complete strokes of appropriately different lengths.
  • the inclination of the structure being moved then serves to control and rectify the relative strokes performed by the jacks using, for example, spirit or other level indicators, in such a way that the jacks supporting the lowest parts of the structure perform strokes of increased length.
  • An object of the present invention is to provide a means for displacing heavy structures which enables a substantially distortionand tilt-free displacement to take place to thereby obtain a better utilisation of the cylinders.
  • a further object of the invention is to provide an inexpensive arrangement in which the cost of automatic monitoring and control instrumentation is kept to the minimum.
  • the hydraulic jacks are arranged in several mutually spaced groups, each of which groups is provided with a respective separate pressure medium supply line. Within each group the cylinders are however interconnected. Generally, division of the jacks into three groups is sufficient since three groups is the minimum necessary to constitute a statically definite support or anchoring system.
  • every group ofjacks is provided with a separate line for the pressure medium which serves to sup ply each group with pressure medium at a definite rate of supply. It is possible to provide for all three groups a common pump set with control means to ensure the delivery to each jack group of a preset amount of the pressure medium. In the general case, the amount of pressure medium supplied to each group of jacks is the same as that supplied to each of the others. However, it is also possible to provide each group of jacks with its own pumping set which is connected exclusively to the hydraulic circuit of that group.
  • a statically defined and stable support or advance system is obtained which is a prerequisite for completing the lift or advance without twisting or tilting while all jacks operate synchronously and participate actively. Since in each group ofjacks all individual cylinders are interconnected their pressure load is at all times the same. The jacks therefore develop the same thrust upon the advanced or lifted structure though the strokes of each may be slightly different. The thrusts individually imparted by the jacks of each group may be resolved and regarded as being applied to the structure at a single point. The points at which the various resultant forces are applied may then be spaced from one another by a predetermined distance.
  • the arrangement according to this invention has advantages compared with the known advancing and lifting means in which for every jack a separate pumping circuit is required with its associated controls.
  • the means according to this invention requires only three or at most four pumping circuits, each with a control valve, a fact which represents a material reduction of costs.
  • Another feature of this invention consists in the provision of a variable resistance to the motion of the groups of jacks. This is achieved by a throttle or braking valve in the return line for fluid leaving the ram chamber ahead of the piston, the passage through which valve being controlled in relation to the pressure prevailing in the pressure supply line, the throttle cross section being smaller, the lower is the pressure in the pressure supply line to the jacks.
  • the adoption of these braking valves reduces also the risk of the driving frame of a tunnelling shield being tilted or distorted while the jacks are operated synchronously because the braking valves prevent the forward movement of a certain jack at an increased rate in the direction of advance when the tendency to overturn develops.
  • the hydraulic jacks are preferably arranged in four groups for lifting and/or shifting bridge structures.
  • the jacks in each group are again interconnected, each lifting group being provided with a separate pressure supply line of its own or a separate pressure generating unit. This may be effected either by providing one pressure pumping set for the medium common to all cylinders in groups and separate feed lines to each group with its own regulating valves; or by equipping each jack group with its own separate pressure pumping set.
  • the output of these individual pressure pumps is adjustable to suit conditions. It is also possible to provide each group of jacks with an appliance for monitoring and controlling the stroke length.
  • the distribution of pressure to the individual groups of jacks serves to regulate the piston stroke and lifting thrust it is possible to achieve continuous advance along relatively long lifting paths while eliminating relatively wide stroke differences between the individual groups of jacks without the need for complex and expensive monitoring and control systems.
  • the supply of the pressure medium to the individual groups of jacks is effected with regard to the intended lifting path and/or in relation to the number of jacks in each group.
  • FIG. 1 is a diagrammatic side view of a tunnelling shield with sharp ended shield elements, its anchoring frame, the driving frame and advancing jacks;
  • FIG. 2 is a side view of the driving frame and the arrangement of advance jacks along the frame periphery, the advancing jacks being combined into groups with their own pumps and hydraulic circuits;
  • FIG. 3 is a hydraulic circuit of a jack group for the tunnelling shield shown in FIGS. 1 and 2;
  • FIGS. 4 and 5 are a sectional elevation and plan view of a bridge structure with a lifting means according to this invention.
  • FIG. 6 is a diagrammatic plan view of means for lifting a building or the like according to this invention.
  • FIG. 7 is a layout of a diagrammatic pipeline within the group of lifting jacks for an appliance shown in FIG. 6.
  • a tunnelling shield com- 5 prises an anchoring frame 12 and a driving frame 13 which is connected to the anchoring frame by a plurality of double acting hydraulic piston and cylinder units or jacks 14.
  • the two frames define an arch and support a plurality of elongate roof support elements or planks l0 10 which extend in the longitudinal direction of the shield and are provided at their forwards ends with sharp cutting edges or knives 11 so that as the planks are forced in the direction V, the planks bite into the face.
  • planks can be secured releasably, for example by bolts, pins or the like, to one or other of the frames.
  • a selected plank or a group of planks is advanced relative to the others.
  • the anchoring frame is secured in place in the tunnel by means not shown and the plank or group of planks to be advanced is secured to the advancing frame with the latter in its rearward position, that is, with the jacks l4 retracted.
  • the jacks 14 are then pressurised to extend them and the plank or group of planks to be advanced is thrust in the direction 3.
  • the advanced plank or group of planks is disconnected from the driving frame and connected to the anchoring frame, and the driving frame retracted to enable another plank or group of planks to be advanced in the same way.
  • the driving frame is secured to all the planks and the connection between them and the anchoring frame released.
  • the jacks 14 are now retracted so that the anchoring frame is advanced in the direction of V.
  • the jacks 14 should be distributed evenly around the periphery of the frame 13, and these jacks should be pressurised uniformly during operation.
  • the forces applied by the jacks resolve into a resultant force in the longitudinal direction which is spaced from the centre of gravity of the frame system. This may give rise to a tilting moment in the advancing driving frame, and some of the jacks 14 may move forward at an increased speed in consequence of a lowered resistance to motion.
  • a uniform loading of all of the jacks does not exist.
  • This tendency of the frame to overturn results not only in an irregular distribution of forces produced by the jacks but may also cause the driving frame to become distorted or to jam.
  • the jacks 14 are arranged in three groups around the periphery of the frame 13, and in the illustrated case, each group consists of three jacks, group I consisting of the jacks 14a group II consisting of the jacks 14b, and group III consisting of the jacks 14c.
  • the jacks within each group are hydraulically interconnected and each group of jacks has its own hydraulic supply system designated as 15a, 15b and 15c with its own pump 16a, 16b and 160.
  • each group is hydraulically interconnected and each apply the same force onto the frame 13
  • the forces pertaining to each group of rams can be resolved into a single resultant force which at any time is located somewhere between the outermost jacks of each group.
  • the lines of force applied by the three groups of jacks should be spaced equally distantly around the periphery of the frame.
  • FIG. 3 illustrates a hydraulic circuit of a single group of jacks, namely the jacks 14A of group I.
  • the other groups of jacks have identical hydraulic circuits.
  • the pumping set 16A of the hydraulic circuit consists of a pump 17 which is driven by an electric motor 18 and draws hydraulic fluid through a suction line 19 from a storage tank 20.
  • the fluid is pumped through a pressure line 21 in which is interposed a control valve 22.
  • the valve 22 has three positions, namely an inoperative first position (a) in which it is shown, in which the pressure fluid is returned through a return line 23 to the tank by way of a filter 24.
  • the lines 23 and 21 are interconnected through a pressure release valve 25 which limits the maximum operating pressure in the hydraulic circuit.
  • the pressure line 21 is connected to a line 27 opening into the chambers 14" of the jacks 14A while in the'p'osition (c) of the valve 22, the line 21 is connected to a line 26 opening into the chamber 14' of each of the cylinders.
  • the other of the chambers 14' and 14" as the case may be is connected to the return line 23.
  • Pressurisation of the chambers 14' serves to advance the jacks
  • pressurisation of the lines 27 serves to retract the jacks.
  • the pressure in the line 21 can be monitored by means of a pressure gauge 28 and 29. As will be seen from the Figure, a direct connection exists between all of the chambers 14 on the one hand and all of the chambers 14" on the other.
  • Operation of the jacks is effected by adjusting their respective control valves 22.
  • all three control valves 22 may be open simultaneously, all of the jacks 14A operate synchronously so that the frame 13 is advanced without diverging from its intended line of advance.
  • a throttle valve 30 which is interposed in the return line 23 and is held in the throttling position by a spring 32 but is displaceable into its open position by pressure supplied through a pilot connection 31 from the line 21.
  • the valve 30 operates so as to increase the resistance to the movement of the pistons of the jacks 14A depending on the pressure in the line 21.
  • any one group of jacks encounters a reduced resistance because of the tendency of the frames 13 to tilt, or because it is accelerated by the overturning frame while driving its planks forward, the resulting drop of pressure in the line 21 leads to the valve 30 moving to throttle the return flow through line 23.
  • the increased resistance in the return line 23 and in the chamber 14" connected thereto counteracts the effect of the tilting movement and contributes to a regular distribution of the forces developed by all of the jacks.
  • large tunnelling shields When large tunnelling shields are used, they may be provided with two or more driving frames, each of which is associated in the described manner with three groups of jacks.
  • FIGS. 4 and 5 depict the use of the invention for lifting a bridge span from its pillars 103.
  • Two groups of hydraulic lifting jacks 102 are positioned on the pillars and are fixed to the bridge span 100.
  • the lifting jacks associated with each of the pillars are divided into two groups 105 and 106 arranged symmetrically with respect to the longitudinal centre line of the bridge span.
  • each group contains six jacks 102 which are interconnected by pressure fluid lines 107.
  • the two groups of lifting jacks are also associated with pumps 108, 109 from which lines 110 and 111, respectively, extend to the lines 107.
  • each group of lifting jacks is provided with a monitoring device 112 or 113 to measure the height to which the span has been lifted from its pillar, the stroke of the rams being monitored continuously during the lifting stage.
  • each group of jacks As the cylinders of each group of jacks are interconnected, the force they apply is independent of possible different loading conditions or local flexibility of the bridge span or its supporting pillars, and all lifting jacks in a group provide an identical lifting or supporting force.
  • the bridge span 100 may instead be lifted asymmetrically by a suitable adjustment of the rate at which hydraulic fluid is supplied to the groups of jacks.
  • FIG. 6 shows how the invention may be applied to lift a building 200.
  • the main walls 201 would be supported by a plurality of lifting jacks 202 collected into three groups 203, 204 and 205, the cylinders in each group of jacks being interconnected and supplied from a respective one of three pumps 206, 207 and 208 respectively.
  • it is intended to lift the building symmetrically so that an identical number of jacks is provided in each group thereof and the pumps are set to deliver fluid at the same rate.
  • Two of the groups of jacks are arranged in a triangle so that the resultant force for each of these groups is near the apex of the triangle and as a result near a corner of the building.
  • the resultant force pertaining to the other group is substantially midway along the length of the opposite wall.
  • the building is thus supported at three suitable points, the resultant forces so far as is possible being ar ranged to be at the same distance from the centre of gravity S of the building.
  • FIG. 7 illustrates the hydraulic system in respect of the jacks of one group which is applicable to the groups 105 and 106 and 203 to 205.
  • a pump 210 is connected to the jacks 211 by way of a pressure line 212 and a return line 213. Interconnection of all the cylinders of the jacks of the group is effected by a common section 212 of the circuit and a common return section 213. The rate of delivery of the pump is adjustable.
  • a tunnel driving shield comprising an anchor frame and a driving frame interconnected for relative movement longitudinally of the frames, a plurality of elongate, sharp ended shield elements connectable selectively to each of said frames, and hydraulic means including a plurality of hydraulic jacks connected between said frames, said jacks being arranged in at least three groups, each of which groups is associated with a hydraulic system comprising a pump, a control valve, a pressure line extending between the pump and the control valve, a return line extending between the control line and a tank from which hydraulic fluid is drawn by the pump, a first supply line connecting the control valve and a first chamber of each of the jacks and a second supply line connecting the control valve and a second chamber of each of the jacks, the control valve being positionable to connect the pressure line to either of the said supply lines and the return line to the other supply line, to extend or retract the jacks as required, the resultant forces pertaining to each group of jacks acting along a line located at a position intermediate the endmost
  • the return line includes a throttle valve which is operable in accordance with the pressure in a pilot line connected to the pressure line, whereby a reduction in the resistance to the movement of the jacks results in a fall in pressure in the pressure line and consequent throttling of the return line to restore the resistance.
  • a tunnel driving shield comprising two relatively movable frames for supporting elongate shield elements, and a hydraulic system for advancing the shield comprising a plurality of cylinders connected betweeen the frames, the cylinders being grouped together and forming at least three groups, the cylinders of each group having a common pressure medium supply line so that the cylinders of each group operate together and independently of the other groups, each group applying to the shield a resultant line of force, the said resultant lines of force being spaced equally from the center of gravity of the shield.
  • each group of cylinders has a separate pump and its own hydraulic circuit leading from said pump.
  • a return line from each group of cylinders includes a throttle valve operable by pressure in a pilot line connected to the circuit leading from the pump, whereby a reduction in the resistance to the movement of the cylinders results in a fall in pressure in the pressure line and consequent throttling of the return line to restore the resistance.
  • each group has a pressure fluid return line provided with a throttle valve.

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)
US372351A 1972-08-11 1973-06-21 Means for displacing structures Expired - Lifetime US3889479A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE19722239565 DE2239565C3 (de) 1972-08-11 Hydraulische Vorschubvorrichtung für den Messerschildvortrieb im Tunneloder Stollenbau u.dgl

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US3889479A true US3889479A (en) 1975-06-17

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US (1) US3889479A (enrdf_load_stackoverflow)
JP (1) JPS5539716B2 (enrdf_load_stackoverflow)
BE (1) BE799078A (enrdf_load_stackoverflow)
FR (1) FR2195729B1 (enrdf_load_stackoverflow)
GB (1) GB1438518A (enrdf_load_stackoverflow)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4095436A (en) * 1976-03-23 1978-06-20 Gewerkschaft Eisenhutte Westfalia Method of, and apparatus for, controlling the advance of a tunnel drive shield

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3019374A1 (de) * 1980-05-21 1981-11-26 Gewerkschaft Eisenhütte Westfalia, 4670 Lünen Messerschild-steuerung
JP4765121B2 (ja) * 2007-03-28 2011-09-07 ジャパントンネルシステムズ株式会社 シールド掘進機

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1275910A (en) * 1916-08-31 1918-08-13 James W Hamilton Method of and apparatus for constructing tunnels.
US1855466A (en) * 1930-12-02 1932-04-26 Barber Horace Greely Method of supporting tunnel roofs and walls in unstable ground and shields therefor
US2269418A (en) * 1938-06-16 1942-01-06 Nelson F Anderson Means for lining tunnels or subterranean passages
US3404535A (en) * 1965-09-29 1968-10-08 John R. Tabor Tunneling machine
US3427813A (en) * 1967-02-08 1969-02-18 Edward W Hayes Shield tunneling apparatus
US3729938A (en) * 1970-07-18 1973-05-01 A Morrice Trench shoring frame
US3800549A (en) * 1971-09-08 1974-04-02 Gewerk Eisenhuette Westfalia Tunnelling apparatus
US3818713A (en) * 1970-09-24 1974-06-25 Gewerk Eisenhuette Westfalia Driving of tunnels

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4519151Y1 (enrdf_load_stackoverflow) * 1966-09-22 1970-08-04

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1275910A (en) * 1916-08-31 1918-08-13 James W Hamilton Method of and apparatus for constructing tunnels.
US1855466A (en) * 1930-12-02 1932-04-26 Barber Horace Greely Method of supporting tunnel roofs and walls in unstable ground and shields therefor
US2269418A (en) * 1938-06-16 1942-01-06 Nelson F Anderson Means for lining tunnels or subterranean passages
US3404535A (en) * 1965-09-29 1968-10-08 John R. Tabor Tunneling machine
US3427813A (en) * 1967-02-08 1969-02-18 Edward W Hayes Shield tunneling apparatus
US3729938A (en) * 1970-07-18 1973-05-01 A Morrice Trench shoring frame
US3818713A (en) * 1970-09-24 1974-06-25 Gewerk Eisenhuette Westfalia Driving of tunnels
US3800549A (en) * 1971-09-08 1974-04-02 Gewerk Eisenhuette Westfalia Tunnelling apparatus

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4095436A (en) * 1976-03-23 1978-06-20 Gewerkschaft Eisenhutte Westfalia Method of, and apparatus for, controlling the advance of a tunnel drive shield

Also Published As

Publication number Publication date
BE799078A (fr) 1973-08-31
DE2239565A1 (de) 1974-02-21
JPS5539716B2 (enrdf_load_stackoverflow) 1980-10-13
GB1438518A (en) 1976-06-09
FR2195729B1 (enrdf_load_stackoverflow) 1976-08-13
FR2195729A1 (enrdf_load_stackoverflow) 1974-03-08
DE2239565B2 (de) 1977-03-03
JPS4952425A (enrdf_load_stackoverflow) 1974-05-21

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