GB2205876A - Strut - Google Patents

Strut Download PDF

Info

Publication number
GB2205876A
GB2205876A GB08713675A GB8713675A GB2205876A GB 2205876 A GB2205876 A GB 2205876A GB 08713675 A GB08713675 A GB 08713675A GB 8713675 A GB8713675 A GB 8713675A GB 2205876 A GB2205876 A GB 2205876A
Authority
GB
United Kingdom
Prior art keywords
strut
tubular member
reinforcing material
plates
section
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Withdrawn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
GB08713675A
Other versions
GB8713675D0 (en
Inventor
Brian George Davidson Smart
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.)
Coal Industry Patents Ltd
Original Assignee
Coal Industry Patents 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 Coal Industry Patents Ltd filed Critical Coal Industry Patents Ltd
Priority to GB08713675A priority Critical patent/GB2205876A/en
Publication of GB8713675D0 publication Critical patent/GB8713675D0/en
Publication of GB2205876A publication Critical patent/GB2205876A/en
Withdrawn legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/14Lining predominantly with metal
    • E21D11/28Longitudinal struts, i.e. longitudinal connections between adjoining arches
    • 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/29Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
    • E04C3/293Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being steel and concrete

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Composite Materials (AREA)
  • Chemical & Material Sciences (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Lining And Supports For Tunnels (AREA)

Abstract

A strut has a hollow elongate tubular member 1 and fixing plates 2, 3 for securing the strut to adjacent members or a wall. The tubular member 1 is wholly or partially filled with a reinforcing material such as concrete. <IMAGE>

Description

' WRUT ' This invention relates to a strut of the kind comprising a hollow elongated tubular member.
In civil and construction engineering struts are used for a variety of support and strengthening purposes and normally these are made of metal or reinforced concrete and placed in positions of support. Many metal stuts are of I section but often in order to give added strength a box section of square or rectangular cross section is used. Alternatively circular cross section struts may also be used.
In the mining industry struts are used particularly underground to support the roof of a tunnel or a roadway when this tunnel or roadway is held up by circular or semi-circular arches. The arches are spaced from each other by struts which assist in bearing the load pressures put on them from the surrounding strata.
In tunnels there is usually a limited amount of space and if the struts are not sufficiently strong it is difficult to put in a stronger one as this usually means that a larger cross section strut is necessary.
The consequence of this is that there is a restriction of space in the tunnel or alternatively extra excavation work has to be undertaken to ensure that the free tunnel space is of the desired size.
It is an object of the present invention to provide a strut which can be given extra strength in its resistance to bending and which makes it particularly suitable for areas where space is limited.
According to the present invention in a strut including a hollow elongated tubular member having fixing means for securing the strut to adjacent members the tubular member is wholly or partially filled with a reinforcing material.
The reinforcing material may be of a homogeneous nature such as cement or a resin or it may comprise a mixture of materials such as a resin with an appropriate amount of filler material.
The tubular member of the strut may be provided with a plurality of holes to enable it to be filled with reinforcing material in situ.
The tubular member may include at least two tubular parts adapted to slide one within the other to enable the strut to be adjusted in length.
Conveniently the fixing means includes plates at the end of the tubular member and support fillets secured between the tubular member and the plates.
In order that the invention may be readily understood one example of a strut in accordance therewith and a modification thereof would now be described with reference to the accompanying drawings.
In the drawings Figure 1 shows a side view of a strut in accordance with the invention, Figure 2 shows a fragmented view of one end of the strut and Figure 3 shows a section part of a telescopic form of strut.
Referring now to Figures 1 and 2 of the drawings the strut comrises a square cross section tubular member 1 having end plates 2 and 3 welded across its open ends and fillet plates 4, 5 welded between the underside of the tubular member 1 and the plates 2 and 3 respectively.
The plates 2 and 3 have fixing bolt holes 6 in their lower portions on either side of the fillet plates.
A filling hole 7 is formed in one embodiment of the invention in one of the end plates 3 and concrete filling material can be injected into the centre of the elongate member 1 as at 8. This is allowed to set and the resulting filled strut is made stronger in bending strength than the empty strut. The only disadvantage with this is that the weight of the concrete makes the strut heavy to move and unless suitable tackle is available for lifting an alternative form of filling the strut has to be found. This can be achieved by securing the empty strut in position and by providing filling holes 9 and 10 in the bottom and top of the elongate member 1. Concrete can then be injected into the hole 9 and air can escape through the top hole 10. The hole 10 will also serve as a guide to show how full the member 1 is. Normally the hole of the tubular section of the member 1 will be filled.Concrete is a very suitable filler material since it is relatively cheap, it is pumpable and it has a high compressive strength. However, if there is much flexing of the beam likely it may be better to have a filling material such as a resin with a suitable filler, if necessary, which is able to flex without any risk of cracking Referring now to Figure 3 this shows a modification of the tubular member which makes it adaptable for fitting in areas where arches or the like to be secured by struts have not been precisely placed and some degree of variation can occur in the position of the mountings. In Figure 3 the tubular member 1 comprises an inner section 11 which will be able to slide in a close fit within an outer section 12. Suitable holes 13 in the inner section 11 can be aligned with an outer hole 14 in the section 12 so that a number of locations are possible and different lengths of strut usually able to be produced. When the hole 13 and 14 are aligned a securing bolt can be fitted through them and tightened to hold the two sections 11, 12 in position. The sections 11, 12 can then be filled with a suitable filling material as described before.
It will be seen that an invention enables a strut of improved strength to be produced without in any way altering the physical size of the strut and also enabling an adjustable strut to be equally available to a user.

Claims (11)

1. A strut including a hollow elongated tubular member and having fixing means for securing the strut to adjacent members, in which the tubular member is wholly or partially filled with a reinforcing material.
2. A strut as claimed in claim 1 in which the reinforcing material is of a homogeneous nature.
3. A strut as claimed in claim 1 in which the reinforcing material is a mixture of materials.
4. A strut as claimed in claims 1 and 2 in which the reinforcing material is cement.
5. A strut as claimed in claims 1 and 2 wherein the material is a resin
6. A strut as claimed in claims 1 and 3 wherein the reinforcing material is a cemintitious mixture.
7. A strut as claimed in claims 1 and 3 wherein the reinforcing material is a resin loaded with a filler material.
8. A strut as claimed in any preceding claim wherein the tubular member is provided with a hole or a plurality of holes to enable it to be filled with reinforcing material in situ.
9. A strut as claimed in any preceding claim wherein the tubular member includes at least two tubular sections one adapted to slide relative to the other to enable the strut to be adjusted in length.
10. A strut as claimed in a preceding claim and including plates at the end of the tubular member with support fillets secured between the member and the plates.
11. A strut substantially as herein before described with reference to Figures 1 and 2 or, as modified, with reference to Figure 3 of the accompanying drawings.
GB08713675A 1987-06-11 1987-06-11 Strut Withdrawn GB2205876A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
GB08713675A GB2205876A (en) 1987-06-11 1987-06-11 Strut

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB08713675A GB2205876A (en) 1987-06-11 1987-06-11 Strut

Publications (2)

Publication Number Publication Date
GB8713675D0 GB8713675D0 (en) 1987-07-15
GB2205876A true GB2205876A (en) 1988-12-21

Family

ID=10618752

Family Applications (1)

Application Number Title Priority Date Filing Date
GB08713675A Withdrawn GB2205876A (en) 1987-06-11 1987-06-11 Strut

Country Status (1)

Country Link
GB (1) GB2205876A (en)

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB889507A (en) * 1958-06-20 1962-02-14 Johnston Brothers Contractors Improvements in or relating to adjustable struts
GB950322A (en) * 1960-07-09 1964-02-26 Hill Porter Newcastle Ltd Improvements in struts and tie-rods used for strengthening girder arches used in mines and other places
GB1500221A (en) * 1974-04-03 1978-02-08 Handels & Industriebedarf Gmbh Process for securing support frames in underground galleries
GB2095718A (en) * 1980-07-16 1982-10-06 Serni Ltd Struts for mine roadway supports
GB2114183A (en) * 1982-01-19 1983-08-17 Barker And Company Limited R E Adjustable support element
GB2154628A (en) * 1984-02-20 1985-09-11 Caledonian Mining Co Ltd Mine arch linking struts

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB889507A (en) * 1958-06-20 1962-02-14 Johnston Brothers Contractors Improvements in or relating to adjustable struts
GB950322A (en) * 1960-07-09 1964-02-26 Hill Porter Newcastle Ltd Improvements in struts and tie-rods used for strengthening girder arches used in mines and other places
GB1500221A (en) * 1974-04-03 1978-02-08 Handels & Industriebedarf Gmbh Process for securing support frames in underground galleries
GB2095718A (en) * 1980-07-16 1982-10-06 Serni Ltd Struts for mine roadway supports
GB2114183A (en) * 1982-01-19 1983-08-17 Barker And Company Limited R E Adjustable support element
GB2154628A (en) * 1984-02-20 1985-09-11 Caledonian Mining Co Ltd Mine arch linking struts

Also Published As

Publication number Publication date
GB8713675D0 (en) 1987-07-15

Similar Documents

Publication Publication Date Title
JP6448817B2 (en) PC truss wall structure and construction method thereof
US4702057A (en) Repairing utility poles
US4838737A (en) Pier for supporting a load such as a foundation wall
US5890333A (en) Concrete form
US7275351B2 (en) Hinged support column
US20130149044A1 (en) Prop for Mining, Construction and the Like
US4660331A (en) Concrete-filled structural tube with cantilevers, particularly for balcony floors
US2577323A (en) Building wall construction
CA2198808A1 (en) Pillar bag
EP0190117B1 (en) Supporting member
KR910001393B1 (en) Method of constructing a rigid structure upon the bottom of a body of water as well as lost casing fbottom of a body of mater as well as lost casting or performing said method for preforming baid method
GB2205876A (en) Strut
US6341453B1 (en) Method for propping a structure with vertical walls by means of reinforcement pillars, and pillar for this purpose
AU2017222565B2 (en) Load support drum with resilient core member
KR102352069B1 (en) A reinforcing support system of retaining wall block for excellent seismic performance and the contruction method thereof
KR101452185B1 (en) Concrete Composite Steel Pile and Its Manufacturing Apparatus and Method
AU2019368297B2 (en) Mine roof support
KR20150035060A (en) Reinforcing structure for concrete box-type body and reinforcing method
GB2335678A (en) Crib member for mine support crib
JP6678091B2 (en) Equipment suspension equipment
KR20090103192A (en) A head reinforcement concrete pile
US4116420A (en) Horizontal fence construction
GB1563721A (en) Spacers in reinforced concrete structures
JPS626050B2 (en)
RU2221112C1 (en) Process of building of antiseismic foundation

Legal Events

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