GB2399593A - Mechanical joint for flexible and non-flexible membranes - Google Patents

Mechanical joint for flexible and non-flexible membranes Download PDF

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Publication number
GB2399593A
GB2399593A GB0306275A GB0306275A GB2399593A GB 2399593 A GB2399593 A GB 2399593A GB 0306275 A GB0306275 A GB 0306275A GB 0306275 A GB0306275 A GB 0306275A GB 2399593 A GB2399593 A GB 2399593A
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GB
United Kingdom
Prior art keywords
joint
mechanical joint
tube
flexible
mechanical
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
GB0306275A
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GB0306275D0 (en
GB2399593B (en
Inventor
Clive James Robert Charles
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Individual
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Individual
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Publication date
Application filed by Individual filed Critical Individual
Priority to GB0306275A priority Critical patent/GB2399593B/en
Publication of GB0306275D0 publication Critical patent/GB0306275D0/en
Publication of GB2399593A publication Critical patent/GB2399593A/en
Application granted granted Critical
Publication of GB2399593B publication Critical patent/GB2399593B/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D19/00Keeping dry foundation sites or other areas in the ground
    • E02D19/06Restraining of underground water
    • E02D19/12Restraining of underground water by damming or interrupting the passage of underground water
    • E02D19/18Restraining of underground water by damming or interrupting the passage of underground water by making use of sealing aprons, e.g. diaphragms made from bituminous or clay material
    • E02D19/185Joints between sheets constituting the sealing aprons

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Hydrology & Water Resources (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)

Abstract

A mechanical joint comprising a slotted tube (4) and end caps (1) The tube contains a number of grooves of different widths running along most of its length and spaced around its outer surface. The user cuts appropriate slots (3) from a selected groove and the material to be joined is accommodated by the slot. Weak points may be provided along the length of the tube that can be pushed out to allow bolts to pass to close the joint more tightly if required. 'O' rings can be used at both ends of the bolt to aid a water tight seal. Water resistant chemicals can be applied to the inner and/or outer surface of the tube or used to fill the tube completely.

Description

Mechanical joint for flexible and non-flexible membranes.
This invention relates to a mechanical joint for flexible and nonflexible membranes.
Background
Existing techniques typicalb found, say, in the building industry to prevent water movement or highb invasive weeds such as Japanese Knotweed affecting buildings, utilize adhesive tape to effect the joint between two pieces of membrane (barrier) material. However, once the trench has been backfilled (which in itself can cause damage such as partial separation of the joint) future examination of the joint to verify integrity requires excavation of surrounding earth which is both costb and time consuming, and once again, risks damaging the joint further. It is also difficult on site to maintain the clean environment required to effect a satisfactory joint between the adhesive tape and the barrier material.
Essential Technical Features The invention comprises a plastic tube and tightb fitting caps to be placed on both ends. The pipe contains a number of grooves along its length of different widths ( cut deepb enough to weaken the tube sufficient to finish the cut easily, accurateb and reliably on site) and spaced equally around its outer surface.
At regular intervals along its length (and diametricalb opposite to one another) are 'press outs' that can be forced out to allow plastic bolts (fitted with sealing O' rings to prevent the ingress of water) to be passed through the pipe.
These bolts allow for additional clamping force where that provided by the tightb fitting end caps is deemed insufficient - this is liked to be the case where a watertight seal is required - and where the pipe is of such length that the wall is of insufficient thickness to discourage deformation along its length. The joint is less susceptible to dirt during assembly and removal of an end cap allows verification of joint integrity. Waterproofing can be applied to create a waterproof joint or make good a waterproof joint that has failed in use. Repair of a damaged membrane is effected around the point of failure with minimal digging. The joint is less susceptible to thermal expansion and general ground movement.
Example
Fig.1 shows the basic arrangement of tube and end caps, the position of some pre-cut grooves and hole "push outs".
Fig 2. shows a typical joint using flexible barrier material.
Fig 3 shows the jointing of rigid barrier material.
Fig 4 shows the orientation of the slots in the tube.
Fig 5 shows a rigid membrane joint with flexible membrane used to close the joint.
With reference to figs 1-5 the invention will now be described.
A tube (4) is taken and slots (3) cut through completed (Fig 1). The end of the pipe with the tin-cut section is fitted with an end cap (1) and that end placed in the trench first (after first being glued or sealed with water resistant material as required). In the case of the rigid membrane (10) (see Fig 3), each membrane is placed in a separate slot. Fig 3 shows the rigid membranes at right angles but inline' orientation slots can also be provided. Flexible membrane or other gasket type material can be added as packing (8) to effect a close fitting joint ( see Fig 5).
The second end cap is fitted. The hole 'push outs' (2) are punched through and plastic nuts (6) and bolts (5) - using 'O' rings (7) as required - are then fitted. It is important that packing is added to close the joint prior to the nuts being tightened since the slots in the tube are not cut to its full length and, accordingly, excessive force on the nuts with not close the slot equally along its length.
To joint the flexible membrane (9) (Fig 2), both ends of the membrane are inserted into the same slot (or cut) for the full length of the tube. Again, where the slot is too wide to effect a close fit then extra strip(s) can be added into the slot. The "Press outs" can be pushed out to provide holes for bolts (and 'O' rings used to effect a water-tight joint.) Different barrier material and its orientation can be accommodated by different slots around the tube periphery (Fig 4).
Waterproofing can be applied inside (and/or outside) the tube where the joint is not to be welded.

Claims (8)

  1. Claims 1. A mechanical joint comprising a slotted tube (with pre-prepared
    grooves of different widths) and end caps (fig 1.)
  2. 2. A mechanical joint that is less susceptible to dirt during assembly.
  3. 3. A mechanical joint where removal of an end cap facilitates inspection of the joint at any time after the joint has been completed.
  4. 4. A mechanical joint where waterproofing can be applied to create a waterproof joint or make good a waterproof joint that has failed in use.
  5. 5. A mechanical joint that can be used to repair damaged membrane locally with minimal digging out of surrounding earth.
  6. 6. A mechanical joint that is less susceptible to thermal expansion and general ground movement.
  7. 7. A mechanical joint to hold rigid or flexible membrane material during welding, the application of glue or incorporated into the finished welded joint.
  8. 8. A mechanical joint that is quick to construct
GB0306275A 2003-03-19 2003-03-19 Mechanical joint for flexible and non-flexible membranes Expired - Fee Related GB2399593B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
GB0306275A GB2399593B (en) 2003-03-19 2003-03-19 Mechanical joint for flexible and non-flexible membranes

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB0306275A GB2399593B (en) 2003-03-19 2003-03-19 Mechanical joint for flexible and non-flexible membranes

Publications (3)

Publication Number Publication Date
GB0306275D0 GB0306275D0 (en) 2003-04-23
GB2399593A true GB2399593A (en) 2004-09-22
GB2399593B GB2399593B (en) 2006-08-30

Family

ID=9955066

Family Applications (1)

Application Number Title Priority Date Filing Date
GB0306275A Expired - Fee Related GB2399593B (en) 2003-03-19 2003-03-19 Mechanical joint for flexible and non-flexible membranes

Country Status (1)

Country Link
GB (1) GB2399593B (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110424433A (en) * 2019-07-12 2019-11-08 广州穗岩土木科技股份有限公司 A kind of diaphragm wall joint flexible water stop installing and method

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3996650A (en) * 1975-09-29 1976-12-14 Tonn Martin H Film retainer member for solar heater chamber
US4291512A (en) * 1978-05-26 1981-09-29 Jeffrey Walton Joints
EP0138798A2 (en) * 1983-10-10 1985-04-24 Tellier, Maggy Jacqueline Marie Method of constructing multiple layered walls from constructional elements
US4519729A (en) * 1983-05-10 1985-05-28 Schlegel Corporation Segmented membrane barrier
US4601615A (en) * 1983-02-22 1986-07-22 Finic, B.V. Environmental cut-off for deep excavations
US5388931A (en) * 1993-10-18 1995-02-14 Carlson; Robert J. Cutoff wall system to isolate contaminated soil
US20020005512A1 (en) * 2000-07-14 2002-01-17 Trill James D. Modular temporary fencing system for sports arenas

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3996650A (en) * 1975-09-29 1976-12-14 Tonn Martin H Film retainer member for solar heater chamber
US4291512A (en) * 1978-05-26 1981-09-29 Jeffrey Walton Joints
US4601615A (en) * 1983-02-22 1986-07-22 Finic, B.V. Environmental cut-off for deep excavations
US4519729A (en) * 1983-05-10 1985-05-28 Schlegel Corporation Segmented membrane barrier
EP0138798A2 (en) * 1983-10-10 1985-04-24 Tellier, Maggy Jacqueline Marie Method of constructing multiple layered walls from constructional elements
US5388931A (en) * 1993-10-18 1995-02-14 Carlson; Robert J. Cutoff wall system to isolate contaminated soil
US20020005512A1 (en) * 2000-07-14 2002-01-17 Trill James D. Modular temporary fencing system for sports arenas

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110424433A (en) * 2019-07-12 2019-11-08 广州穗岩土木科技股份有限公司 A kind of diaphragm wall joint flexible water stop installing and method

Also Published As

Publication number Publication date
GB0306275D0 (en) 2003-04-23
GB2399593B (en) 2006-08-30

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Legal Events

Date Code Title Description
PCNP Patent ceased through non-payment of renewal fee

Effective date: 20110319