GB2456140A - Excavation tool of use in underpinning operations - Google Patents

Excavation tool of use in underpinning operations Download PDF

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Publication number
GB2456140A
GB2456140A GB0800023A GB0800023A GB2456140A GB 2456140 A GB2456140 A GB 2456140A GB 0800023 A GB0800023 A GB 0800023A GB 0800023 A GB0800023 A GB 0800023A GB 2456140 A GB2456140 A GB 2456140A
Authority
GB
United Kingdom
Prior art keywords
tool
assembly
excavation
base
assembly according
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.)
Granted
Application number
GB0800023A
Other versions
GB0800023D0 (en
GB2456140B (en
Inventor
Graham J Tulett
James Warbouys
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.)
GJ TULETT BUILDING CONTRACTOR
Original Assignee
GJ TULETT BUILDING CONTRACTOR
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 GJ TULETT BUILDING CONTRACTOR filed Critical GJ TULETT BUILDING CONTRACTOR
Priority to GB0800023A priority Critical patent/GB2456140B/en
Publication of GB0800023D0 publication Critical patent/GB0800023D0/en
Priority to US12/811,531 priority patent/US20110129306A1/en
Priority to PCT/GB2008/004274 priority patent/WO2009083716A1/en
Publication of GB2456140A publication Critical patent/GB2456140A/en
Application granted granted Critical
Publication of GB2456140B publication Critical patent/GB2456140B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/48Foundations inserted underneath existing buildings or constructions
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D37/00Repair of damaged foundations or foundation structures
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F3/00Dredgers; Soil-shifting machines
    • E02F3/04Dredgers; Soil-shifting machines mechanically-driven
    • E02F3/28Dredgers; 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
    • E02F3/36Component parts
    • E02F3/3604Devices to connect tools to arms, booms or the like
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F5/00Dredgers or soil-shifting machines for special purposes
    • E02F5/02Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F5/00Dredgers or soil-shifting machines for special purposes
    • E02F5/02Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
    • E02F5/022Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with tools digging laterally with respect to the frame
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F5/00Dredgers or soil-shifting machines for special purposes
    • E02F5/30Auxiliary apparatus, e.g. for thawing, cracking, blowing-up, or other preparatory treatment of the soil
    • E02F5/305Arrangements for breaking-up hard ground

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Earth Drilling (AREA)

Abstract

An excavation tool assembly includes a housing having a base 35 and an excavation tool having a tool shaft 37 connected to the assembly and extending downwards from the base 35 at an angle, the assembly further includes a connector 33 portion for attachment to a mechanical power source 31. The tool is said to be of particular application in underpinning existing foundations in which a trench is dug next to or under the existing foundations.

Description

Excavation tool assembly [0001] ThIs Invention relates generally to the field of excavation, and in particular includes excavation for the purposes of creating trenches and cavities for underpinning structures, for example for reinforcing foundations of buildings and the like.
[0002] SubsIdence is a common problem affecting buildings and other such structures. Displacement and movement of earth on which structures are built can occur for a variety of reasons. Common reasons are the build-up of excessive groundwater causing softening of the earth, the drying out of earth leading to shrinkage and so forth.
[0003] Subsidence commonly manifests itself by the slippage of foundations below ground level, leading to movement of the structure above, possibly resulting in cracks appearing in the walls and In extreme cIrcumstances failure of the structure.
[0004] The effects of subsidence can be mitigated by taking the remedial action of underpinning the structure, commonly underpinning the foundations below ground level. Various methods of underpinning are routinely employed.
[0005] One method Involves excavating a trench adjacent the structure (or a *"5 relevant portion of the structure). The trench often extends below the level . at which the foundations terminate. It is then necessary to excavate a cavity directly below the foundation down to firm strata. The cavity can then be Q..*.* * filled with a suitable material which replaces the excavated earth and will act to bridge the gap between the foundation and firm strata, thus supporting the weight of the foundation and reinforcing the foundation from below. The cavity can be filled with concrete, but other suitable materials can be used.
The underpinning is usually performed by sequentially excavating sections or bays below the foundations so that the foundations are at all times throughout the process fully supported and the foundations are thus gradually underpinned in stages.
(0006] Often, in the case of very large structures, supporting pillars can be introduced into the cavity, such pillars can be made of steel fibre-reinforced concrete, steel or other suitable material.
[0007] Another method involves Introducing or casting reinforced concrete beams into a pocket created In an existing structure below ground level but above the level at which the existing foundations terminate. Each beam can then be supported by pillars or piles driven into the earth below the exiting foundations and down to firm strata. Each beam is typically supported by two piles one either side of the existing structure, although variations exist whereIn two piles can be driven on the same side and the beam forms a cantilever which supports the existing structure.
[0008] Whichever method is used, there is a necessity to excavate a hole or trench adjacent to a portion of the structure to be underpinned. Where it is necessary to create cavities below the foundations, it is commonly necessary to excavate below the level of the existing foundation and extend laterally underneath. Excavating in this manner is difficult to achieve with machine-based tools due to the Inconvenience of the location and angles necessary for correct operation. * ** * S * sea.
[0009] As a consequence, it is typically necessary for trenches and cavities to be dug, at least in part, manually by laborers. The laborers are C.....
* consequently positioned In the trench and lateral excavation work to define the cavities must be carried out by hand.
:. [0010] This type of manual excavation has a number of drawbacks. The work can be slow and time-consuming, thus increasing costs. Furthermore, there is increased danger associated with such manual work. For example, the earth underneath structures requiring underpinning is often unstable and there is an increased risk of collapse of cavities which can endanger manual laborers.
[0011] There is therefore a need for alternative tools and methods for excavation which allows such trenches and cavities to be created by machine operated from the ground level, thus avoiding the need for manual laborers, and speeding up the excavation process.
[0012] It is an object of the present invention to overcome or at least mitigate at least some of the problems Inherent In such prior art tools and methods.
[0013] According to a first aspect of this Invention there is provided an excavation tool assembly comprising a base and an excavation tool having a tool shaft connected to the assembly and extending downwards from the base at an angle, the assembly further comprising a connector portion for attachment to a mechanical power source.
[0014) The tool shaft can be set at an angle relative to the assembly base such that mechanical power can be transmitted through the angle to a tool.
Such an angle can be created by many different methods. For example, an * angle could be created by welding, bolting, screwing etc the tool to the **2 assembly base in a manner which creates a fixed downward angle. Persons skilled in the art will immediately appreciate that there are many means by which such an angle could be created. *
[0015) The introduction of a downward angle between the tool shaft and the :.aQ assembly base allows an excavation tool to be used to create trenches and cavities by operation of the tool from ground level. It will be appreciated that the angle dimension will vary depending upon the particular requirements of the excavation task to be carried out. This will be dictated, for example, by the depth of the excavation relative to the ground level and so on.
(0016] Thus, according to a first aspect of this invention the device allows trenches and cavities to be excavated by machine operating at, or near to ground level, and avoids the need for manual laborers to excavate manually and enter the resulting trench to undertake further excavation work with attendant savings in both time and cost, as well as decrease In danger for operators.
[0017] In an embodiment of the invention, the excavation tool is removable from the assembly. Thus, various different tool types can be sequentially coupled to the assembly permitting a range of different excavation operations to be undertaken in a rapid and convenient manner.
[0018] In another embodiment, the tool Is securable to the assembly by tool locking means, allowing precise orientations of the tool to fixed relative to the assembly and preventing unwanted movement of the tool, particularly during delicate excavation operations.
[0019) In one embodiment, the tool locking means are provided in an elongate receptacle forming part of the base of the assembly. Thus, for example, the tool shaft Is Insertable into a receptacle in a complementary * *5 fashion and can be fastened therein. * * Sle.
[0020] In further embodiments, the tool Is rotatable about its longitudinal ***.** * axis and securable In a fixed position relative to the base of the assembly and/or the receptacle is rotatable about its longitudinal axis and securable In : **3Q a fixed position relative to the base of the assembly. As such, the tool can : be securely positioned relative to the base in a manner which allows the head of the tool to be set in any desired position allowing significant versatility in the operation of the tool for excavation. This can provide yet further advantages when It is desired to excavate in awkward positions or locations.
[0021] In yet further embodiments, the tool shaft comprises two sections, a first section connected to the assembly and a second section bearing a tool head and connected to the first section by a movable Joint. Furthermore, the second section can be movable to a position perpendicular to the first section. Such embodiments can provide a superior degree of flexibility with regard to the angles at which excavation work can be carried out.
[0022] In some embodiments, the assembly is attached to a mechanical power source by an intermediate connector such as a quick hitch device.
Quick hitch devices are well known to persons skilled in the art and allow tools of choice to be attached, in a bespoke manner, to a swing-arm of a mechanical excavator or other similar device. Such intermediate connectors provide an additional degree of flexibility with respect to the types of mechanical power source which could be attached to the assembly.
[0023] In all embodiments of the above-described excavation tool assemblies, the excavation tool can be an underpinning tool. Thus, the assembly can be specifically for adapted for the purposes of excavating trenches, channels, ditches, conduits and the like which will be used In the creation of structural support for foundations in buildings and the like. * **
[0024] In one particular embodiment, the elongate receptacle is integral with **..
the base, the excavation tool is a removable underpinning tool, the tool is lockable into the receptacle by locking means which are provided in the *S***S elongate receptacle and the tool is rotatable about its longitudinal axis and securable in a fixed position relative to the base of the assembly. In this embodiment, the connector portion is attached to a swing-arm of a * mechanical excavator by a quick hitch device.
[0025] In another aspect of the Invention there is provided an excavation tool for use with any of the above-described removable tool assemblies. The tool comprises a shaft portion and a head portion and means for coupling the tool to the assembly.
[0026] In yet another aspect, the invention also provides a method of excavating comprising using the above-described assemblies. For example, the method may comprise excavating a trench adjacent to and/or underneath a portion of a structure to be underpinned. In this way, a cavity can be formed directly adjacent to or below the structure to be underpinned (for example a domestic property or the like) which structure can then be reinforced by introducing reinforcing means into the cavity. Such reinforcing means can include concrete, reinforced concrete, steel and other suitable materials.
[0027] A simple stylized embodiment of the invention will now be described, by way of example only, with reference to the accompanying drawings in which Figure 1 depicts a stylized excavation tool coupling device, Figure 2 depicts a stylized excavation tool coupling device with reference to a trench and Figure 3 depicts an excavation tool for use with the excavation tool coupling device.
[0028] Referring to Figure 1, depicted in stylized isometric view is an excavation tool assembly which comprises a base (11) to which a shaft (12) * ** ..i5 of a tool (13) is connected, and in which the assembly further comprises a S..' connector portion (14) for attaching a mechanical power source.
S I....
* [0029] The tool has a head portion (15) which can be in the form of any structure suitable for performing excavation functions. The shaft of the tool : v.39 can be provided as any suitable elongate structure, such as a cylinder. a.
[0030] The connector portion (14) comprises means for connecting a mechanical power source to the assembly. Such means are Intended to physically attach the power source to the assembly. Any suitable means can be employed. For instance, screws, bolts etc. In embodiments which further comprise an intermediate connector such as a quick hitch device, the power source Is connected indirectly to the connector portion via the intermediate connector.
[0031] In embodiments having tool locking means, the shaft of the tool can be fixed in a plurality of positions relative to the base of the assembly such that the shaft of the tool can be rotated to the desired location and fixed In position. Any suitable locking means can be provided, such as a nut and bolt arrangement, a pin for insertion though aligned holes In both shaft and receptacle and so on. Persons skilled in the art will be familiar with such arrangements.
[0032] In certain embodiments the tool (and/or an elongate receptacle which accepts the tool) is rotatable about its longitudinal axis and can be fixed relative to the assembly base. Persons of skill in the art will appreciate that such a flexible coupling between the tool or receptacle and the base can be created by any suitable means. For example, the tool or receptacle could be provided with teeth which interdigitate with corresponding teeth or recesses provided on the assembly base. The tool or receptacle could then be rotated to any desired location relative to the coupling portion and locked in place by any suitable means such as bolts or screws or the like. 0S**
*,*, [0033] Referring to Figure 2, a stylized view of the assembly is depicted. A base (21) is shown attached to the shaft (22) of the tool (23). The assembly *..* ,* * is depicted at ground level (24) adjacent to a trench (25) which trench is depicted adjacent to a portion of a structure (26). The longitudinal axis of *..39 the tool shaft (27) can be set at a downward angle 9 relative to the *:. longitudinal axis (28) of the base (21), such that mechanical power can be transmitted through an angle 9. The angle can be of any dimension appropriate for the desired orientation of the tool in order to perform the required excavation function.
[0034] FIgure 3 depicts a side view of an assembly attached to a swing arm of a mechanical excavator (not shown). At one end of the swing arm (31) is a bucket portion (32). Attached to the bucket portion (32) is an Intermediate connector such as a quick hitch device (33) whIch is in turn attached to an excavation tool assembly (34) having a base portion (35). A tool (37) is attached to the base portIon (35) vIa a locking mechanism (38). The assembly is depicted at ground level (39) adjacent to a trench (300) which trench is depicted adjacent to a portion of a structure (301).
[0035J In certain embodiments, the excavation Is performed for the purposes of underpinning a structure. In such cases, the tools used will be underpinning tools and the assembly is an excavation tool assembly. In some embodiments, such as that depicted in Figure 3, the base comprises an elongate receptacle (36) which is Integral with or otherwise permanently attached to the base (35) such as by welding. The base (35) is attached to the quick hitch device by any suitable means such as bolts, screws and so on, or it can even be permanently attached by means such as welding. The shaft of the tool (37) is secured to the receptacle (36) by any suitable locking means such as bolts or screws, extending through the receptacle (36) and into the shaft of the tool (37).
iii5 [0036] The term "excavation", is intended to encompass any activity related to the construction of structures such as trenches, cavities, holes, ditches, pits, elongate channels, conduits, pockets, recesses, caves and so on. Such * excavations can be created below or adjacent a structure (for example the foundation of a wall).
** .30 * 0 * . [0037] An "excavation tool" for use with the assembly of the Invention is *.
envisaged to be any tool suitable for carrying out any type of activity associated with the creation of the above-described structures. Such tools include but are not limited to knifes, chisels, cutters, bolsters, diggers, buckets, spades, scrapers and so on.
[0038) The term "mechanical power source" is intended to encompass any suitable machine which can act as a source of power suitable for creating such excavation structures. Typical power sources will be swing-arm mechanical excavators, piledrivers, jack-hammers and the like. * S. * S S * ** *S.* * S a
S..... * S S* ** * S * * S
S S..
S

Claims (19)

  1. Claims 1. An excavation tool assembly comprising a base and an excavation tool having a tool shaft connected to the assembly and extending downwards from the base at an angle, the assembly further comprising a connector portion for attachment to a mechanical power source.
  2. 2. An assembly according to claim 1 whereIn the excavation tool is removable from the assembly.
  3. 3. An assembly according to claim 2 whereIn the tool Is securable to the assembly by tool locking means.
  4. 4. An assembly according to claim 3 wherein the tool locking means are provided in an elongate receptacle.
  5. 5. An assembly according to claim 4 whereIn the tool is rotatable about its longitudinal axis and securable in a fixed position relative to the base of the assembly.
  6. 6. An assembly according to claIms 4 or 5 whereIn the receptacle is rotatable about its longitudinal axis and securable in a fixed position relative to the base of the assembly. * ** * S * *
  7. 7. An assembly according to any preceding claim wherein the tool shaft comprises two sections, a first section connected to the assembly and
  8. S *SS *5 * a second section bearing a tool head and connected to the first section by a movable joint. S.30
    S S I
    * . 8. An assembly according to claim 7 wherein the second section is I* movable to a position perpendicular to the first section.
  9. 9. An assembly according to any preceding claim wherein the assembly can be attached to a mechanical power source by an intermediate connector such as a quick hitch device.
  10. 10.An assembly according to any preceding claim wherein the excavation tool Is an underpinning tool.
  11. 11.An assembly according to claim 5 wherein the elongate receptacle is integral with the base, and wherein the excavation tool is an underpinning tool, and wherein the connector portion is attached to a swing-arm of a mechanical excavator by a quick hitch device.
  12. 12.An excavation tool for use with the assembly of any of claims 2 to 11 comprising a shaft portion and a head portion and means for coupling the tool to the assembly.
  13. 13.A method of excavating comprising using the assembly of any of claims 1 to 11 for excavating.
  14. 14.The method of claim 13 wherein the excavating comprises excavating a trench adjacent to a portion of a structure to be underpinned.
  15. 15.The method of claim 14 further comprising excavating underneath a * ** portion of a structure to be underpinned. **** * * ***
  16. 16.A method of underpinning a structure comprising excavating S....
    * underneath a portion of a structure to be underpinned to form a cavity directly below the structure using the method of claim 15 and reinforcing the portion by introducing reinforcing means into the * cavity. I..
    S
  17. 17.The method of any of claims 11 to 16 wherein the structure to be underpinned is a domestic property or the like.
  18. 18.An excavation tool assembly substantially as hereinbefore described S and/or with reference to Figures 1, 2 and 3 of the accompanying drawings.
  19. 19.A method of underpinning substantially as hereinbefore described. * ** * * S * ** * * * S...
    * S. SIS * I S. * S * * S *.*
    S
GB0800023A 2008-01-02 2008-01-02 Excavation tool assembly Expired - Fee Related GB2456140B (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
GB0800023A GB2456140B (en) 2008-01-02 2008-01-02 Excavation tool assembly
US12/811,531 US20110129306A1 (en) 2008-01-02 2008-12-23 Excavation tool assembly
PCT/GB2008/004274 WO2009083716A1 (en) 2008-01-02 2008-12-23 Excavation tool assembly

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB0800023A GB2456140B (en) 2008-01-02 2008-01-02 Excavation tool assembly

Publications (3)

Publication Number Publication Date
GB0800023D0 GB0800023D0 (en) 2008-02-13
GB2456140A true GB2456140A (en) 2009-07-08
GB2456140B GB2456140B (en) 2011-01-12

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GB0800023A Expired - Fee Related GB2456140B (en) 2008-01-02 2008-01-02 Excavation tool assembly

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US (1) US20110129306A1 (en)
GB (1) GB2456140B (en)
WO (1) WO2009083716A1 (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113293731A (en) * 2021-06-29 2021-08-24 刘国印 Slope protection prosthetic devices for hydraulic engineering

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US4106225A (en) * 1977-03-07 1978-08-15 Schnabel Foundation Company Method and apparatus for excavating underpinning holes
SU703629A1 (en) * 1978-03-06 1979-12-15 Уральский ордена Трудового Красного Знамени политехнический институт им.С.М.Кирова Excavator working equipment
WO2003024193A1 (en) * 2001-09-21 2003-03-27 Soilworks Australia Pty Ltd Subsoil tool
US20060272184A1 (en) * 2000-07-24 2006-12-07 Recs, Inc. Impact resistant breaker deployment system for an excavating machine

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US3922017A (en) * 1973-08-23 1975-11-25 Caterpillar Tractor Co Impact material fracturing device for excavators and the like
US4087010A (en) * 1977-01-31 1978-05-02 Stormon Harry J Apparatus for mounting a hand-held paving breaker on backhoe attachments
DE3523219C1 (en) * 1985-06-28 1986-06-26 Ing. Günter Klemm, Spezialunternehmen für Bohrtechnik, 5962 Drolshagen Hydraulic excavator
US5139368A (en) * 1990-01-16 1992-08-18 A.B. Chance Company Method of underpinning existing structures
DE4036918A1 (en) * 1990-11-20 1992-05-21 Krupp Maschinentechnik METHOD FOR ADAPTING THE OPERATIONAL BEHAVIOR OF A STRIKE TO THE HARDNESS OF THE CRUSHING MATERIAL AND DEVICE FOR IMPLEMENTING THE METHOD
US5183316A (en) * 1991-09-23 1993-02-02 Esco Corporation Mounting bracket for a working device
FR2725932B1 (en) * 1994-10-20 1997-01-10 Lyon Agregats TOOLS ADAPTABLE TO THE END OF THE ARTICULATED ARM OF A PUBLIC WORKS MACHINE AND PROVIDING THE FINISHING OF WALLS, ARCHES AND / OR SOILS OF VARIOUS WORKS
US6102130A (en) * 1997-01-10 2000-08-15 Heckendorf; David W. Soil preparation for planting tool and method
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Publication number Priority date Publication date Assignee Title
US4106225A (en) * 1977-03-07 1978-08-15 Schnabel Foundation Company Method and apparatus for excavating underpinning holes
SU703629A1 (en) * 1978-03-06 1979-12-15 Уральский ордена Трудового Красного Знамени политехнический институт им.С.М.Кирова Excavator working equipment
US20060272184A1 (en) * 2000-07-24 2006-12-07 Recs, Inc. Impact resistant breaker deployment system for an excavating machine
WO2003024193A1 (en) * 2001-09-21 2003-03-27 Soilworks Australia Pty Ltd Subsoil tool

Also Published As

Publication number Publication date
GB0800023D0 (en) 2008-02-13
GB2456140B (en) 2011-01-12
US20110129306A1 (en) 2011-06-02
WO2009083716A1 (en) 2009-07-09

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Effective date: 20210102