GB2170525A - Soldier propping system - Google Patents

Soldier propping system Download PDF

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Publication number
GB2170525A
GB2170525A GB08502803A GB8502803A GB2170525A GB 2170525 A GB2170525 A GB 2170525A GB 08502803 A GB08502803 A GB 08502803A GB 8502803 A GB8502803 A GB 8502803A GB 2170525 A GB2170525 A GB 2170525A
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GB
United Kingdom
Prior art keywords
soldier
prop
unit
length
adjustable
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
GB08502803A
Other versions
GB2170525B (en
GB8502803D0 (en
Inventor
John Collins
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.)
Mabey Hire Co Ltd
Original Assignee
Mabey Hire Co Ltd
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 Mabey Hire Co Ltd filed Critical Mabey Hire Co Ltd
Priority to GB08502803A priority Critical patent/GB2170525B/en
Publication of GB8502803D0 publication Critical patent/GB8502803D0/en
Publication of GB2170525A publication Critical patent/GB2170525A/en
Application granted granted Critical
Publication of GB2170525B publication Critical patent/GB2170525B/en
Expired legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/14Bracing or strutting arrangements for formwalls; Devices for aligning forms
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/02Foundation pits
    • E02D17/04Bordering surfacing or stiffening the sides of foundation pits
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G25/00Shores or struts; Chocks
    • E04G25/04Shores or struts; Chocks telescopic
    • E04G25/06Shores or struts; Chocks telescopic with parts held together by positive means
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G25/00Shores or struts; Chocks
    • E04G25/04Shores or struts; Chocks telescopic
    • E04G25/06Shores or struts; Chocks telescopic with parts held together by positive means
    • E04G25/065Shores or struts; Chocks telescopic with parts held together by positive means by a threaded nut
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G25/00Shores or struts; Chocks
    • E04G2025/006Heads therefor, e.g. pivotable

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)

Abstract

A system for propping soldiers in soldier and waling systems comprises an adjustable length prop (P) having a fixed length centre unit (C) and a pair of separately attached articulated end units (B, D) respectively intended for engagement with the ground and attachment to a soldier (S). One (B) of the units is adjustable for length to enable the overall length of the prop (B,C,D) to be adjusted when in its operative position. <IMAGE>

Description

SPECIFICATION Soldier propping system This invention relates to a system for propping soldiers in soldier and waling structures such as are used for supporting trench sheets and other linings in civil engineering excavations. It has been devised with the object of providing a propping system which is easier to use and more efficient in operation than currently available propping systems.
In accordance with the invention, a soldier prop ping system comprises an adjustable length prop having a fixed length centre unit and a pair of separately attached articulated end units adapted respectively for engagement with the ground and attachment to a soldier, one of the said units being adjustable for length to enable the overall length of the prop to be adjusted when in its operative position.
Normally the ground engageable unit is adjustable for length, and the end units are bolted to the centre unit which may have a similar cross-section to that of the soldier, to which the other end unit is connected by means of bolts.
Atypical and preferred form of soldier propping system in accordance with the invention is illustrated in the accompanying drawings, in which: Figure 1 is a fragmentary side view of the system components in their operative position; Figure 2 is a section on line A-A of Figure 1; Figure 3 shows an adjustable bottom end unit of the prop; Figure 4 shows a fixed top end unit of the prop; and Figure shows details of the mode of connecting the top unit of the prop to the soldier.
Referring now to Figure 1, there is shown a soldier S which is constructed in the manner described in our co-pending patent application 8322388 ( ), and an adjustable prop P which has its bottom end supported on the ground and its top end connected to the soldier S. The soldier S essentially comprises a pair of steel beam elements mounted in parallel opposite facing spaced relation and connected at top and bottom by rectangular tie plates 3, one only of which is shown. Each beam element has a flat web 1 formed with a series of large lipped openings 1 a long its length, eight of such openings being visible.
The web 1 is laterally extended to as to enter and give support to a pair of hollow profile chord plates 2 of somewhat channel-shaped configuration which are attached to the web by welding.
The adjustable prop P is constructed as three units, namely an adjustable length articulated base unit B (Figure 3) a central fixed length unit C and a fixed length articulated top end unit D (Figure 4).
The base unit B comprises a ground-engageable base plate 4 from which there is pivotally supported an adjustment screw 5. The screw 5 is rotatable about its axis by means of a handle 6 and its upper end is engaged with a screw threaded bush 7 which is integral with a plate 8 attachable to an end plate of the central unit C by bolts 9.
The top end of the screw 5 penetrates into the central unit C which is constructed in the same manner as the soldier S.
The top unit D of the adjustable length prop comprises a base plate 10 attachable to the central unit C by bolts 11 and to which there is fixed a square section hollow strut 12. To the top end of the strut 12 there is pivotally attached a coupling plate 13. The coupling plate 13 is attached to the soldier S by means of a pair of bolts 14. The bolts 14 enter holes formed in the soldier opposite two of the openings la. These openings are each lined with a tube nut 15 with which a bolt 14 is engaged.
As will be apparent from the foregoing, by rotating the handle 6 in one direction or the other, the overall length of the prop P can be adjusted so as to push or pull the soldier even when under load and thereby alter its angle of inclination or the pressure applied thereto.
Because the prop P is composed of three separate units, transport and handling to, at, and from the site of use is facilitated.
It is preferably arranged that the length of the screw 5 of the base unit is greater than the difference in length between a range of standard soldiers so that a prop of infinitely variable length is, in effect, provided.
Since the end units are both articulated the thrust load can be transmitted at any angle.
It is a further advantage of the system that, by reason of the mode of attachment of the prop to the soldier, the stronger axis - that is to say an axis perpendicular to the plane of the paper in Figure 1 is maintained in correct orientation at all times. Thus where a plurality of adjustable props is used they can easily be braced one to another because they all have the same orientation.
A still further advantage of the invention is that adjustments to the prop can be made at or adjacent ground level so as to ensure the safety of the operators of the system.
1. A soldier propping system comprising an adjustable length prop having a fixed length centre unit and a pair of separately attached articulated end units adapted respectively for engagement with the ground and attachment to a soldier, one of the said units being adjustable for length to enable the overall length of the prop to be adjusted when in its operative position.
2. A system according to Claim 1 wherein the ground-engaging unit is adjustable for length, and comprises a screw-threaded shaft which penetrates into the central unit and is pivotally connected to a base plate.
3. A system according to Claim 1 or 2 wherein the soldier-connectable unit comprises a hollow strut which is pivotally connected at one end to a plate which is connectable to the soldier by means of bolts.
4. A system according to any of Claims 1 to 3 wherein each ofthe end units has an end plate by which it is attachable to the centre unit using bolts.
5. A system according to Claim 3 in which the said
**WARNING** end of DESC field may overlap start of CLMS **.

Claims (7)

**WARNING** start of CLMS field may overlap end of DESC **. SPECIFICATION Soldier propping system This invention relates to a system for propping soldiers in soldier and waling structures such as are used for supporting trench sheets and other linings in civil engineering excavations. It has been devised with the object of providing a propping system which is easier to use and more efficient in operation than currently available propping systems. In accordance with the invention, a soldier prop ping system comprises an adjustable length prop having a fixed length centre unit and a pair of separately attached articulated end units adapted respectively for engagement with the ground and attachment to a soldier, one of the said units being adjustable for length to enable the overall length of the prop to be adjusted when in its operative position. Normally the ground engageable unit is adjustable for length, and the end units are bolted to the centre unit which may have a similar cross-section to that of the soldier, to which the other end unit is connected by means of bolts. Atypical and preferred form of soldier propping system in accordance with the invention is illustrated in the accompanying drawings, in which: Figure 1 is a fragmentary side view of the system components in their operative position; Figure 2 is a section on line A-A of Figure 1; Figure 3 shows an adjustable bottom end unit of the prop; Figure 4 shows a fixed top end unit of the prop; and Figure shows details of the mode of connecting the top unit of the prop to the soldier. Referring now to Figure 1, there is shown a soldier S which is constructed in the manner described in our co-pending patent application 8322388 ( ), and an adjustable prop P which has its bottom end supported on the ground and its top end connected to the soldier S. The soldier S essentially comprises a pair of steel beam elements mounted in parallel opposite facing spaced relation and connected at top and bottom by rectangular tie plates 3, one only of which is shown. Each beam element has a flat web 1 formed with a series of large lipped openings 1 a long its length, eight of such openings being visible. The web 1 is laterally extended to as to enter and give support to a pair of hollow profile chord plates 2 of somewhat channel-shaped configuration which are attached to the web by welding. The adjustable prop P is constructed as three units, namely an adjustable length articulated base unit B (Figure 3) a central fixed length unit C and a fixed length articulated top end unit D (Figure 4). The base unit B comprises a ground-engageable base plate 4 from which there is pivotally supported an adjustment screw 5. The screw 5 is rotatable about its axis by means of a handle 6 and its upper end is engaged with a screw threaded bush 7 which is integral with a plate 8 attachable to an end plate of the central unit C by bolts 9. The top end of the screw 5 penetrates into the central unit C which is constructed in the same manner as the soldier S. The top unit D of the adjustable length prop comprises a base plate 10 attachable to the central unit C by bolts 11 and to which there is fixed a square section hollow strut 12. To the top end of the strut 12 there is pivotally attached a coupling plate 13. The coupling plate 13 is attached to the soldier S by means of a pair of bolts 14. The bolts 14 enter holes formed in the soldier opposite two of the openings la. These openings are each lined with a tube nut 15 with which a bolt 14 is engaged. As will be apparent from the foregoing, by rotating the handle 6 in one direction or the other, the overall length of the prop P can be adjusted so as to push or pull the soldier even when under load and thereby alter its angle of inclination or the pressure applied thereto. Because the prop P is composed of three separate units, transport and handling to, at, and from the site of use is facilitated. It is preferably arranged that the length of the screw 5 of the base unit is greater than the difference in length between a range of standard soldiers so that a prop of infinitely variable length is, in effect, provided. Since the end units are both articulated the thrust load can be transmitted at any angle. It is a further advantage of the system that, by reason of the mode of attachment of the prop to the soldier, the stronger axis - that is to say an axis perpendicular to the plane of the paper in Figure 1 is maintained in correct orientation at all times. Thus where a plurality of adjustable props is used they can easily be braced one to another because they all have the same orientation. A still further advantage of the invention is that adjustments to the prop can be made at or adjacent ground level so as to ensure the safety of the operators of the system. CLAIMS
1. A soldier propping system comprising an adjustable length prop having a fixed length centre unit and a pair of separately attached articulated end units adapted respectively for engagement with the ground and attachment to a soldier, one of the said units being adjustable for length to enable the overall length of the prop to be adjusted when in its operative position.
2. A system according to Claim 1 wherein the ground-engaging unit is adjustable for length, and comprises a screw-threaded shaft which penetrates into the central unit and is pivotally connected to a base plate.
3. A system according to Claim 1 or 2 wherein the soldier-connectable unit comprises a hollow strut which is pivotally connected at one end to a plate which is connectable to the soldier by means of bolts.
4. A system according to any of Claims 1 to 3 wherein each ofthe end units has an end plate by which it is attachable to the centre unit using bolts.
5. A system according to Claim 3 in which the said bolts are engageable with tube nuts which are mounted within side openings of the soldier.
6. A system according to any of Claims 1 to 5 including a plurality of centre units of different lengths and of which any one is attachable between a pair of said respective end units.
7. A soldier propping system substantially as hereinbefore described with reference to, and as shown in, the accompanying drawings.
GB08502803A 1985-02-04 1985-02-04 Soldier propping system Expired GB2170525B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
GB08502803A GB2170525B (en) 1985-02-04 1985-02-04 Soldier propping system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB08502803A GB2170525B (en) 1985-02-04 1985-02-04 Soldier propping system

Publications (3)

Publication Number Publication Date
GB8502803D0 GB8502803D0 (en) 1985-03-06
GB2170525A true GB2170525A (en) 1986-08-06
GB2170525B GB2170525B (en) 1988-07-20

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Cited By (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2198166A (en) * 1986-10-31 1988-06-08 Thos Storey Support prop suitable for bridges
DE9309587U1 (en) * 1993-06-22 1993-09-16 Piepenbrock Industrie GmbH + Co. KG, 13407 Berlin support
EP0654570A1 (en) * 1993-11-19 1995-05-24 Piepenbrock Industrie GmbH &amp; Co: KG Strut
ES2154168A1 (en) * 1998-09-01 2001-03-16 Ontiveros Jose Munoz Multipurpose hinged support.
AU2008100267B4 (en) * 2008-03-19 2009-01-08 Shore Assets Pty. Limited A brace
WO2009114902A1 (en) * 2008-03-19 2009-09-24 Precast Bracing Systems Pty Ltd A brace
CN106703403A (en) * 2016-11-18 2017-05-24 中国航天建设集团有限公司 Pouring formwork and wall pouring equipment
ITUA20162459A1 (en) * 2016-04-11 2017-10-11 Faresin Building S P A SUPPORT STRUCTURE FOR COUNTER-BARREL CASSERATURES
PL424715A1 (en) * 2018-02-28 2019-09-09 Isps Spółka Z Ograniczoną Odpowiedzialnością Expander for protection of trench side walls
CN111576430A (en) * 2020-03-20 2020-08-25 湖北工业大学 Civil engineering is with construction protector
US11091923B2 (en) 2018-06-05 2021-08-17 Meadow Burke, Llc Brace for a precast concrete panel
USD947651S1 (en) 2018-06-05 2022-04-05 Meadow Burke, Llc Pre-cast panel wall brace
US11492797B2 (en) 2020-03-05 2022-11-08 Meadow Burke, Llc Connector for precast concrete structures
US11512485B2 (en) * 2020-07-02 2022-11-29 Thomas B. Coates, JR. Column bracket assembly and related methods and structures
US11686111B2 (en) 2019-05-06 2023-06-27 Ccs Contractor Equipment & Supply, Llc Modular pipe brace assembly
US12110678B2 (en) 2020-07-09 2024-10-08 Meadow Burke, Llc Reinforcement for a connector in a precast concrete panel

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107083841B (en) * 2017-05-03 2023-05-02 中国建筑第八工程局有限公司 Diagonal bracing device and construction method thereof
CN107190753A (en) * 2017-06-02 2017-09-22 郑州大学 A kind of I-steel gabion assembles counterfort supporting construction

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1030332A (en) * 1963-05-14 1966-05-18 Bloxvich Lock Stamping Improvements relating to builders' props
GB1599890A (en) * 1978-05-25 1981-10-07 Pynford Ltd In situ cast beam
GB2086448A (en) * 1980-03-27 1982-05-12 Rapid Metal Developments Ltd Jack strut assembly

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1030332A (en) * 1963-05-14 1966-05-18 Bloxvich Lock Stamping Improvements relating to builders' props
GB1599890A (en) * 1978-05-25 1981-10-07 Pynford Ltd In situ cast beam
GB2086448A (en) * 1980-03-27 1982-05-12 Rapid Metal Developments Ltd Jack strut assembly

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
WO 83/02794 *

Cited By (20)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2198166B (en) * 1986-10-31 1990-10-17 Thos Storey Improvements in and relating to support work props
GB2198166A (en) * 1986-10-31 1988-06-08 Thos Storey Support prop suitable for bridges
DE9309587U1 (en) * 1993-06-22 1993-09-16 Piepenbrock Industrie GmbH + Co. KG, 13407 Berlin support
EP0654570A1 (en) * 1993-11-19 1995-05-24 Piepenbrock Industrie GmbH &amp; Co: KG Strut
ES2154168A1 (en) * 1998-09-01 2001-03-16 Ontiveros Jose Munoz Multipurpose hinged support.
AU2008100267B4 (en) * 2008-03-19 2009-01-08 Shore Assets Pty. Limited A brace
WO2009114902A1 (en) * 2008-03-19 2009-09-24 Precast Bracing Systems Pty Ltd A brace
WO2017178971A1 (en) * 2016-04-11 2017-10-19 Faresin Building S.P.A. Supporting structure for basement formwork
ITUA20162459A1 (en) * 2016-04-11 2017-10-11 Faresin Building S P A SUPPORT STRUCTURE FOR COUNTER-BARREL CASSERATURES
CN106703403B (en) * 2016-11-18 2019-07-12 中国航天建设集团有限公司 Formwork for placing and wall placing installation
CN106703403A (en) * 2016-11-18 2017-05-24 中国航天建设集团有限公司 Pouring formwork and wall pouring equipment
PL424715A1 (en) * 2018-02-28 2019-09-09 Isps Spółka Z Ograniczoną Odpowiedzialnością Expander for protection of trench side walls
US11091923B2 (en) 2018-06-05 2021-08-17 Meadow Burke, Llc Brace for a precast concrete panel
USD947651S1 (en) 2018-06-05 2022-04-05 Meadow Burke, Llc Pre-cast panel wall brace
US11686111B2 (en) 2019-05-06 2023-06-27 Ccs Contractor Equipment & Supply, Llc Modular pipe brace assembly
US11492797B2 (en) 2020-03-05 2022-11-08 Meadow Burke, Llc Connector for precast concrete structures
CN111576430A (en) * 2020-03-20 2020-08-25 湖北工业大学 Civil engineering is with construction protector
US11512485B2 (en) * 2020-07-02 2022-11-29 Thomas B. Coates, JR. Column bracket assembly and related methods and structures
US11814855B2 (en) 2020-07-02 2023-11-14 Thomas B. Coates, JR. Column bracket assembly and related methods and structures
US12110678B2 (en) 2020-07-09 2024-10-08 Meadow Burke, Llc Reinforcement for a connector in a precast concrete panel

Also Published As

Publication number Publication date
GB2170525B (en) 1988-07-20
GB8502803D0 (en) 1985-03-06

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Legal Events

Date Code Title Description
732E Amendments to the register in respect of changes of name or changes affecting rights (sect. 32/1977)
PCNP Patent ceased through non-payment of renewal fee

Effective date: 19930204