GB2422856A - Shuttering supports - Google Patents

Shuttering supports Download PDF

Info

Publication number
GB2422856A
GB2422856A GB0502562A GB0502562A GB2422856A GB 2422856 A GB2422856 A GB 2422856A GB 0502562 A GB0502562 A GB 0502562A GB 0502562 A GB0502562 A GB 0502562A GB 2422856 A GB2422856 A GB 2422856A
Authority
GB
United Kingdom
Prior art keywords
shuttering
place
sheet piles
brackets
wood
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Withdrawn
Application number
GB0502562A
Other versions
GB0502562D0 (en
Inventor
Paul Radcliffe
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.)
RADCLIFFE, JOHN
Original Assignee
Paul Radcliffe
John Radcliffe
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 Paul Radcliffe, John Radcliffe filed Critical Paul Radcliffe
Priority to GB0502562A priority Critical patent/GB2422856A/en
Publication of GB0502562D0 publication Critical patent/GB0502562D0/en
Publication of GB2422856A publication Critical patent/GB2422856A/en
Withdrawn legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/06Foundation trenches ditches or narrow shafts
    • E02D17/08Bordering or stiffening the sides of ditches trenches or narrow shafts for foundations
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/06Foundation trenches ditches or narrow shafts
    • E02D17/08Bordering or stiffening the sides of ditches trenches or narrow shafts for foundations
    • E02D17/083Shoring struts

Abstract

A device used in shoring up a trench has a clip 1 to enable the device to hang from a sheet pile. The device also includes brackets 6 and 7 which in use receive horizontal planks. The brackets 6 and 7 are formed from a channel section which enables them to also receive adjustable props. The brackets are slidable on the device and can be locked in position with a pin. The space between the planks and sheet piles can be filled with wedges (8, fig 7).

Description

Shuttering Supports This invention relates to a devise that makes it
easier, safer and quicker to put shuttering up in an excavated hole that is unsafe to work in without the shuttering When a hole is dug and is either deep or the sides look unsafe as if it is going to collapse you need to use shuttering to support the sides from collapsing Once the shuttering is in place it is safe for workmen to go into the hole to carry out the work The normal way to shutter a hole is quite a slow way and needs three people to put it up properly You can do it with two people but it is a real struggle to hold everything while putting it up.
The invention will now be described by way of example and with reference to the accopanying drawings in which Drawing I shows the side of the shuttering support Drawing 2 shows the front of the shuttering support Drawing 3 shows the back of the shuttering support Drawing 4 shows a close up of the brackets on the shuttering supports Drawing 5 shows the shuttering supports hanging on the sheet piles with the wood being dropped in It is now ready for the acrows Drawing 6 shows the shuttering supports in place. The wood in the brackets and the acrows holding it acc together. The pipe at the bottom is what the workmen will be Drawing 7 shows an above view looking down on the shuttering supports with the wood and acrows in place It also shows the wooden wedges in place after the acrows are tightend up After a hole is dug sheet piles are placed on the sides of the excavation. They are either steel or plastic sheet piles The steel sheet piles are toed into the ground to make it safer With plastic sheet piles you cannot do it. The sheet piles now need to be supported to make the hole safe You have to support the top of the hole first before getting into the hole. The next step is to hold a length of 4 inch by 2 inch wooden plank against the sheet piles near the top of the excavation. If steel sheet piles are used there are holes at the top of each sheet pile so that you can tie a piece of rope around the 4X2 wooden plank and through the hole of the sheet pile and the wood will then be held in place. There are no holes in plastic sheet piles so the length of 4X2 has to be held in place by a person either side of the excavation. The next step then is to put in an acrow. The men either side of the excavation who are holding the lengths of 4X2 wooden planks if using plastic shuttering hold the acrow in place and one of them turns the acrow until it is secure Holding the 4X2 length of wood and acrow and then trying to turn the acrow is very difficult when using plastic shuttering. Thats when you need an extra man Four acrows are used. Two on the bottom and two on the top. Once the two on the top are safe the workmen can get into the hole to put the bottom two on. The acrows on the top are then tied to the sheet piles just in case they do fall off. With plastic sheet piles you cannot tie them to anything. The workmen then get into the hole and place a short bit of 8inch by 2inch wooden plank flat in each corner of the excavation. The other lenghts of 4inch by 2 inch wooden planks are then held in place near the bottom of the excavation against the sheet piles Like the top was done. A short bit of 4inch by 2 inch wooden plank is now needed from the top of the 8inch X 2inch wooden plank to the bottom of the 4inch by 2inch wooden plank that is being held against the sheet piles. It is put in vertically to make the shuttering safe Once that is done in the four corners the bottom two acrows are put in place and tightend The gap is then measured between the top length of 4 inch by 2 inch wooden plank and the bottom length of 4 inch by 2 inch wooden plank. Another length of 4 inch by 2 inch wooden plank is now cut and hammerd in vertically in each corner to make it secure Wooden wedges are now used in between the sheet piles and lengths of 4 inch by 2 inch wooden planks which the acrows are holding in place to make it safer. This is quite a lengthy process.
The new device just hangs on the top of the sheet piles as shown in drawing I I is attatched to 2 1 hooks over the back of the sheet piles. 3 and 4 are the brackets with holes in which can be set before the device is hung on the sheet piles Brackets 3 and 4 slide up and down over part 2 There are holes in part 2 from top to bottom so that brackets 3 and four can be set at any height The brackets are held in place by pins and an R clip as shown in drawing 4. There is a thin wire rope attatched to the pin and to the bottom of the bracket 5 as shown in drawing 4 This is not to loose the pin when the supports are not being used just in case the R clip gets lost. Part 6 is attatched to part 3 and part 7 is attatched to part 4 Part 8 is to stop the brackets from sliding off completely Drawing 5 shows the device hanging on the sheet piles with the lengths of 4 inch by 2 inch wooden planks in place.
Drawing 6 shows the acrows in place. Drawing 7 is an overhead view showing the wedges in place parts 8

Claims (4)

  1. claims 1 The shuttering supports will make the job of shuttering a hole
    lot easier, it can now be done by one person
  2. 2 The job can be done quicker because you do not have to cut any vertical bits of wood to support the horizontal lengths of wood because the brackets hold the wood in place
  3. 3 It is a lot safer because there is no way the acrow will slip out of position.
  4. 4 The job looks a lot tidier with the supports. No need to use rope to hold things in place
GB0502562A 2005-02-08 2005-02-08 Shuttering supports Withdrawn GB2422856A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
GB0502562A GB2422856A (en) 2005-02-08 2005-02-08 Shuttering supports

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB0502562A GB2422856A (en) 2005-02-08 2005-02-08 Shuttering supports

Publications (2)

Publication Number Publication Date
GB0502562D0 GB0502562D0 (en) 2005-03-16
GB2422856A true GB2422856A (en) 2006-08-09

Family

ID=34355955

Family Applications (1)

Application Number Title Priority Date Filing Date
GB0502562A Withdrawn GB2422856A (en) 2005-02-08 2005-02-08 Shuttering supports

Country Status (1)

Country Link
GB (1) GB2422856A (en)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE537585C (en) * 1931-11-04 Jean Palm Tensile and pressure-resistant interconnected double-shell lining for construction pits, ditches and the like. Like. From sheet piles, which are held by profile iron
JPH10176331A (en) * 1996-12-17 1998-06-30 Shinko Kigyo Kk Sheet pile supporting device
DE10005512A1 (en) * 2000-02-08 2001-08-09 Zarmutek Claus Trench structure has shell boards and locking sockets to stabilize the side walls of the trench with lateral screw struts to support the facing side shells against each other
US20030031514A1 (en) * 2001-07-20 2003-02-13 Leslie Nicholson Support structure

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE537585C (en) * 1931-11-04 Jean Palm Tensile and pressure-resistant interconnected double-shell lining for construction pits, ditches and the like. Like. From sheet piles, which are held by profile iron
JPH10176331A (en) * 1996-12-17 1998-06-30 Shinko Kigyo Kk Sheet pile supporting device
DE10005512A1 (en) * 2000-02-08 2001-08-09 Zarmutek Claus Trench structure has shell boards and locking sockets to stabilize the side walls of the trench with lateral screw struts to support the facing side shells against each other
US20030031514A1 (en) * 2001-07-20 2003-02-13 Leslie Nicholson Support structure

Also Published As

Publication number Publication date
GB0502562D0 (en) 2005-03-16

Similar Documents

Publication Publication Date Title
US9366052B1 (en) Structural support apparatus and method of installation thereof
US20210381189A1 (en) Pile lifting apparatus and method
GB2512348A (en) A Shuttering System for Excavations
US7596877B2 (en) Mason's adjustable alignment tool
GB2422856A (en) Shuttering supports
AU2015209791B2 (en) A post support device
US11846081B2 (en) Trench shoring apparatus and its method of use
US11499371B2 (en) Ladder support
US2530121A (en) Line anchoring device
US4944123A (en) Construction prop base
JP2006348592A (en) Pile core control tool, and pile core control method using pile core control tool
JP2018096073A (en) System for carrying out demolition material of building
US3403751A (en) Scaffold
US1361516A (en) Knockdown cribbing
JP6418607B2 (en) Fall prevention device
KR20110057339A (en) Construction method for geothermal heat exchanger
CN206233237U (en) A kind of boosting guider for transferring steel pile casting
US402360A (en) Brick-layer s plumb-level
US2997268A (en) Scaffold jack
JP3003233U (en) Soil retaining device
CN203347208U (en) Basket counterweight
JP2000257069A (en) Earth retaining and earth retaining construction method
JPS63226409A (en) Sheathing timbering work and temporary bar receiver
KR101195249B1 (en) Apparatus for drilling slope and method for drilling slope by using thereof
JPS6027157Y2 (en) Equipment for pulling out earth retaining structures, etc. in excavated trenches

Legal Events

Date Code Title Description
COOA Change in applicant's name or ownership of the application

Owner name: RADCLIFFE, JOHN

Free format text: FORMER APPLICANT(S): RADCLIFFE, PAUL

WAP Application withdrawn, taken to be withdrawn or refused ** after publication under section 16(1)