[go: up one dir, main page]

GB2037871A - Clamping Plate for a Clamping Joint - Google Patents

Clamping Plate for a Clamping Joint Download PDF

Info

Publication number
GB2037871A
GB2037871A GB7938209A GB7938209A GB2037871A GB 2037871 A GB2037871 A GB 2037871A GB 7938209 A GB7938209 A GB 7938209A GB 7938209 A GB7938209 A GB 7938209A GB 2037871 A GB2037871 A GB 2037871A
Authority
GB
United Kingdom
Prior art keywords
clamping member
clamping
profile
width
members
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
GB7938209A
Other versions
GB2037871B (en
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.)
Hoesch Werke AG
Original Assignee
Hoesch Werke AG
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 Hoesch Werke AG filed Critical Hoesch Werke AG
Publication of GB2037871A publication Critical patent/GB2037871A/en
Application granted granted Critical
Publication of GB2037871B publication Critical patent/GB2037871B/en
Expired 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
    • E21D11/18Arch members ; Network made of arch members ; Ring elements; Polygon elements; Polygon elements inside arches
    • E21D11/22Clamps or other yieldable means for interconnecting adjacent arch members either rigidly, or allowing arch member parts to slide when subjected to excessive pressure

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Architecture (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Lining And Supports For Tunnels (AREA)
  • Sewage (AREA)
  • Laying Of Electric Cables Or Lines Outside (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Metal Rolling (AREA)
  • Clamps And Clips (AREA)

Abstract

A clamping plate (19), for use in a clamping joint for a yieldable mine roadway support constituted by internested channel profile members (22, 24), is provided with a retaining flange (5) at a position to engage over the end face of one of the channel profile members and has a bevelled surface (3) adjacent the flange. The plate is coupled to a second clamping plate (22) by bolts (10). The plate can be produced by rolling a profile with one or more grooves and separating it along the grooves to obtain a profile for forming the clamping plate and one or more other profiles. <IMAGE>

Description

SPECIFICATION Clamping Plate for a Clamping Joint The invention relates to a clamping member for use, with a second clamping member and means for drawing the two clamping members together, in a clamping joint, and to method of producing such a clamping member. The joint can be used for yieldable mine roadway supports comprising internested channel profile members.
In the construction of yieldable mine roadway supports, two channel section profile members are nested one within the other and are so clamped together at their overlapping ends that they can absorb superimposed rock pressure up to a predetermined magnitude by frictional action.
The joint made between the two channel profile members usually has an element which is shaped to engage over the outermost channel profile member and which is the so-called underneath or lower clamping member or plate.
The inner one of the channel profile members bearing against the roof must be clamped as securely as possible against the outer channel profile member, and therefore also against the lower clamping plate.
During displacement of the two channel profile members, the clamping effect must always be maintained at the end of one of the two members, so the joint must include a retaining means which cooperates with the end face of the said one channel profile member.
Various solutions have been proposed, both for the manner in which the inner channel profile member is pressed against the outer channel profile member and against the lower clamping plate, as well as for the construction of the retaining means so that there are correspondingly various constructions to suit the various types of channel profile.
In a construction used in recent years, the upper clamping member or plate of flat steel projected over the inner channel profile member; this construction is better suited to deal with the stresses that occur than a construction, for example, in which the channel profile member is engaged by hooked bolts or by upper clamping members in the form of curved yokes made of round section steel.
In known constructions, for example that of DE-AS 12 01 285, the following disadvantage, however, appears. When there is a displacement of the channel profile members one within the other, the upper clamping plate must slip along the overhanging rock face, so it is desirable to provide this plate with a very flat bevel; this however, cannot be produced in sufficiently flat form by the use of conventional forming processes using a press. Likewise the shaping of the retaining means in an additional production step following forming in the press is possible only if comparatively large working tolerances are allowed. Consequently, it is impossible to satisfy the requirement that the product shall keep within stable shape dimensions.
This requirement assumes increased importance because the retaining means are required to provide a preset failure limit under stress, prior to the fracture of the threaded securing members holding the two clamping plates together, the results of which can be dangerous.
The present invention accordingly provides a clamping member for use, with a second clamping member and means for drawing the two clamping members towards each other, in a clamping joint for clamping together internested channel profile members, the clamping member being produced from a rolled profile of generally trapezoidal cross-section, and having along one side thereof a bevelled edge surface and a retaining flange arranged to engage over the end face of one of the channel profile members.
Such a clamping member can be made by a very simple production method, and can be provided with a flat bevelled surface and a retaining member of precise dimensions at low cost of material.
The invention also provides a method of producing such a clamping member, the method having the steps of rolling a profile to the required cross-section, separating off a length thereof, and forming the clamping member.
The invention also provides a method of producing such a clamping member, the method including the step of rolling an initial profile having a width which is a multiple of the width of the clamping member.
Because the dimenspions of the clamping member or plate can always be kept within small tolerances, it is ensured that the preset failure points are determined consistently with high accuracy. Upon the installation of the clamping plate in a joint, immediate positive engagement is ensured.
Furthermore by the adoption of a basically trapezoidal cross section for the member or plate as compared, for example, with a plate of rectangular cross section and the same amount of material, there is a saving of material at the sides of the plate, which makes possible an advantageous concentration of material in the central region of the plate.
According to a further feature of the invention, the retaining flange can be of substantially trapezoidal cross section, with a forward edge merging into the bevel surface, and the edge of the rearward surface meeting the underside of the basic cross section substantially at a right angle.
Because the retaining flange is only required to be effective within a span equal to the projected width of the channel profile member, any portions of the flange outside this region can be removed.
This removal of material may be effected, for example, by a shearing operation, and preferably in combination with the punching and cutting to length of the rolled profile, perhaps before it is pressed to the shape of a bent shackle.
Advantageously, the clamping plate can be provided at the central region of the upper and/or the lower side with a groove or trough formed during the rolling operation.
In this way a saving in weight can be achieved, especially since the region which is provided with the trough is not of any great significance for force transmission in the completed joint.
The trough can be located at the upper and/or the lower side of the basic cross section, but the provision thereof at the lower side is advantageous particularly because it allows a better degree of sliding to be obtained by the upper side when in contact with the rock face.
The trough advantageously has a width corresponding substantially to the diameter of a clamping bolt of the joint and has a depth of about 10 to 50% of the thickness of the basic cross section.
In almost all cases when installing yieldable mine roadway supports, the upper clamping plates are required to be used in pairs, of which one is provided with the retaining member and the other without.
According to a fur:herVeature of L he invention the clamping plate thereof is produced from a starting profile, the total width of which is a multiple of the width of a clamping plate.
This feature affords the advantage that all the required clamping plates for a joint can be produced by a single punching operation, for example, such as is necessary when cutting the rolled profile to length.
For the purpose of subdividing the profile member in the longitudinal direction and facilitating the production at the same time of the desired bevel surfaces in the upper clamping plate, it is possible to provide in the starting profile, during the rolling operation, trapezoidal or triangular grooves at intervals corresponding to the width of the clamping plate so that the grooves serve as separation lines. The depth of such grooves preferably amount to about 6080% of the thickness of the basic cross section.
Accordingly, by the use of the special tool the number of necessary working steps can be reduced by a half, a third or a quarter.
It is possible also to provide the starting profile with a bevel surface and a retaining flange at both opposed sides thereof so that two clamping plates, each with a retaining flange, can be produced at the same time.
The invention is further described below by way of example with reference to the accompanying drawings, in which: Fig. 1 is a cross sectional view of a rolled profile for forming a clamping plate embodying the invention; Fig. 2 shows on a smaller scale the cross section of a starting or initial profile from which can be obtained tha profile of Fig. 1 and a second profile; Fig. 3 is a cross section of a starting or initial profile for producing the profile of Fig. 1 and two other profiles; Fig. 4 is a cross section of a starting or initial profile for producing two profiles as shown in Fig.
1 and two other profiles; Fig. 5 shows a complete joint incorporating a .
clamping element embodying the invention in side elevation; Fig. 6 is a section through the joint of Fig. 5 along the line VI--VI.
As shown in Fig. 1, a rolled profile 1, for use in making a clamping plate in accordance with the invention, has a generally trapezoidal basic cross section 2 with two bevelled edges 3, 4. At the side of the cross section with the bevelled edge 3, there is provided a retaining flange 5 also of generally trapezoidal cross section. The outer edge 6 of the flange 5 merges into the bevelled edge 3, and the inner face 7 meets the under edge 8 of the basic cross section 2 substantially at right angles. In the rolling operation which formed the profile 1, a trough 9 is formed in the under edge 8, the width of which corresponds substantially to the diameter of a clamping bolt 10.
Fig. 2 shows a starting profile 11 from which the profile 1 may be obtained, together with a profile which is similar but which lacks the flange 5. The width of the starting profile 11 is about twice the width of the rolled profile 1. In the rolling operation there is formed a trapezoidal groove 12 having a narrow base 13 forming a separation position at a spacing distance from the edges equal to the width of the clamping plate.
The width of an alternative starting profile 14 shown in Fig. 3, amounts to about three times the width of the rolled profile 1. Triangular grooves 1 5 are formed by the rolling operation at spacings equal to the width of the clamping plate. The profile 1 can be obtained together with two similar profiles without the flange 5.
As shown in Fig. 4, yet another staring profile 16 may have a width about four times the width of the rolled profile 1. Triangular grooves 1 Sare formed at spacing distances equal to the width of the clamping plate, and in a mirror image position at the opposite side of the starting profile there is provided a bevelled edge 17 and a retaining flange 18 corresponding to the bevelled edge 3 and the flange 5. Thus, two profiles 1 are obtained, with two similar profiles without the flange 5.
The joint shown in Figs. 5 and 6 has an upper clamping plate 19 with a retaining flange 5 formed, for example, from the rolled profile 1 (Fig.
1), and an upper clamping plate 20 without a retaining flange formed, for example, from the right hand third segment of the rolled profile 14 (Fig. 3). Outer and inner channel profile members 23 and 24 are clamped together at two positions, in each case by means of the upper clamping plate, two clamping bolts 10 projecting through holes in a lower clamping plate 22 and received in holes 21 in the upper clamping plate.
The end surface 25 of the inner channel profile member 24 bears against the rearward edge 7 of the retaining flange 5 over the width of the channel profile member, and when there is a mutual displacement of the channel profile members the end surface 25 thereby carries with it the upper clamping plate 1 9 and the lower clamping plate 22.

Claims (14)

Claims
1. A clamping member for use, with a second clamping member and means for drawing the two clamping members towards each other, in a clamping joint for clamping together internested channel profile members, the clamping member being produced from a rolled profile of generally trapezoidal cross-section, and having along one side thereof a bevelled edge surface and a retaining flange arranged to engage over the end face of one of the channel profile members.
2. A clamping member as claimed in claim 1 wherein the retaining flange is of generally trapezoidal cross section having an outer edge surface merging with the bevelled surface, and an inner edge surface meeting the lower surface of the clamping member substantially at a right angle.
3. A clamping member as claimed in claim 1 or 2 wherein the dimension of the retaining flange across the channel profile member corresponds to the projection of the width of the channel profile member.
4. A clamping member as claimed in claim 1, 2 or 3 wherein the clamping member has a trough formed during the rolling operation of the central region of the upper and/or the lower surface thereof.
5. A clamping member as claimed in claim 4 wherein the or each trough has a width substantially corresponding to the diameter of a clamping bolt constituting a means for drawing together the clamping member and the second clamping member, and a depth corresponding to about 10 to 50% of the thickness of the clamping member.
6. A clamping member substantially as herein described with reference to Figs. 5 and 6 of the accompanying drawings.
7. A clamping joint comprising a clamping member as claimed in any preceding claim, a second clamping member and clamping bolts for drawing the clamping members together.
8. A method of producing a clamping member as claimed in any one of claims 1 to 6, the method having the steps of rolling a profile to the required cross-section, separating off a length thereof, and forming the clamping member.
9. A method of producing clamping member as claimed in any one of claims 1 to 6, the method including the step of rolling an initial profile having a width which is a multiple of the width of the clamping member.
10. A method as claimed in claim 9 wherein the initial profile is provided with at least one trapezoidal or triangular groove during the rolling operation, the profile being separate along the or each groove.
1 A method as claimed in claim 10 wherein the or each groove has a depth of about 60 to 80% of the thickness of the initial profile.
12. A method as claimed in claim 9, 10 or 11 wherein a flange for forming the retaining flange of the clamping member is formed at one or both of the edges of the initial profile.
13. A method as claimed in claim 9, 10, 11 or 1 2 having the step of separating the initial profile to provide at least one profile for forming a clamping member as claimed in any one of claims 1 to 6, and at least one profile for forming a clamping member without a retaining flange.
14. A method of producing a clamping member substantially as herein described with reference to Fig, 2, Fig. 3, or Fig. 4 of the accompanying drawings.
GB7938209A 1978-11-20 1979-11-05 Clamping plate for a clamping joint Expired GB2037871B (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE19782850350 DE2850350A1 (en) 1978-11-20 1978-11-20 FLAP FOR A CLAMP CONNECTION IN THE FLEXIBLE LINE EXTENSION

Publications (2)

Publication Number Publication Date
GB2037871A true GB2037871A (en) 1980-07-16
GB2037871B GB2037871B (en) 1982-09-15

Family

ID=6055182

Family Applications (1)

Application Number Title Priority Date Filing Date
GB7938209A Expired GB2037871B (en) 1978-11-20 1979-11-05 Clamping plate for a clamping joint

Country Status (7)

Country Link
JP (1) JPS55105096A (en)
BE (1) BE880156A (en)
DE (1) DE2850350A1 (en)
FR (1) FR2441718A1 (en)
GB (1) GB2037871B (en)
LU (1) LU81910A1 (en)
PL (1) PL122215B1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114941533A (en) * 2022-07-22 2022-08-26 山西天地煤机装备有限公司 Split excavator and connection method

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3346311C1 (en) * 1983-12-22 1984-08-16 Bochumer Eisenhütte Heintzmann GmbH & Co KG, 4630 Bochum Multi-piece clamping connection for channel-section segments
DE3430033C1 (en) * 1984-08-16 1986-01-09 Bochumer Eisenhütte Heintzmann GmbH & Co KG, 4630 Bochum Clamp connection for channel profile segments
GB8427833D0 (en) * 1984-11-02 1984-12-12 British Steel Corp Clamps

Family Cites Families (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1064553A (en) * 1951-11-17 1954-05-14 Bochumer Eisenhu Tte Heintzman Improvements made to the elastic connections between the profiles of mine props
FR1140324A (en) * 1955-01-25 1957-07-19 Bochumer Eisen Heintzmann Improvements made to connecting devices, liable to give way, for Zores profiles with side edges and fitted in the same direction
FR1163725A (en) * 1956-01-04 1958-09-30 Bergbaustahl Gmbh & Co Clamping device for support by sliding hangers
FR1206900A (en) * 1957-05-27 1960-02-12 Bochumer Ges Fuer Grubenausbau Improvements made to flexible connection devices for deep channel-shaped profiles with side wings and nested in the same direction one in the other
FR1235009A (en) * 1958-09-13 1960-07-01 Bochumer Ges Fuer Grubenausbau Improvements made to adapter sleeves for retaining profiles, more specifically deep channel-shaped profiles, nested in the same direction and forming part of hangers or sliding support frames
FR1224206A (en) * 1959-02-03 1960-06-22 Shims for gutter retaining frames
FR1277016A (en) * 1960-12-29 1961-11-24 Bochumer Eisen Heintzmann Improvements made to collars for the clamping connection of profiles in the form of deep gutters, more specifically for retaining frames of galleries or mine corridors
FR1281822A (en) * 1961-03-02 1962-01-12 Bochumer Eisen Heintzmann Improvements in sliding linkage devices for supporting frames for slaughter lanes in mines or the like
FR1281821A (en) * 1961-03-02 1962-01-12 Bochumer Eisen Heintzmann Sliding linkage device for support frames used for slaughter corridors in mines or the like
FR1318692A (en) * 1962-01-08 1963-02-22 Usinor Advanced device for assembling mine frame elements
FR81100E (en) * 1962-02-07 1963-07-26 Bochumer Eisen Heintzmann Improvements made to collars for the clamping connection of profiles in the form of a deep gutter, more specifically for supporting frames of galleries or mine corridors
FR1324798A (en) * 1962-06-12 1963-04-19 Bochumer Eisen Heintzmann Clamping device for sliding support frames
FR1380018A (en) * 1964-01-08 1964-11-27 Bochumer Eisen Heintzmann Connecting collar for clamping the nested ends of deep channel-shaped sections of a retaining frame together
GB1551851A (en) * 1975-09-24 1979-09-05 Bergbaustahl Gmbh & Co Clamping means for the joint between overlapping end of sections of arches supporting the roof of an underground gallery

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114941533A (en) * 2022-07-22 2022-08-26 山西天地煤机装备有限公司 Split excavator and connection method
CN114941533B (en) * 2022-07-22 2022-11-04 山西天地煤机装备有限公司 Split excavator and connection method

Also Published As

Publication number Publication date
LU81910A1 (en) 1980-06-05
GB2037871B (en) 1982-09-15
PL219727A1 (en) 1980-07-14
PL122215B1 (en) 1982-07-31
DE2850350A1 (en) 1980-05-22
FR2441718A1 (en) 1980-06-13
BE880156A (en) 1980-05-20
JPS55105096A (en) 1980-08-12

Similar Documents

Publication Publication Date Title
CN1102988C (en) Grid tee with integrally stitched web
US4144369A (en) Composite deck panel
IE42972L (en) Drainage plates for cheese moulds
US4183544A (en) Multi-part piston oil ring
GB2037871A (en) Clamping Plate for a Clamping Joint
GB2094682A (en) Method of manufacturing roofing
RU2107571C1 (en) Channeled sheet
US3081537A (en) Method and tool for fastening roof deck
GB1604889A (en) Clamp connection between two adjacent sections of a yieldaable mine arch
GB2029918A (en) Nut for use in channel
JPH0440875Y2 (en)
SU1706753A1 (en) Die for finishing blank
EP0244758A3 (en) Steel bar for concrete constructions
JPS55153624A (en) Working method for semicircular formed metallic product
GB2034213A (en) Apparatus for manufacturing a cylindrical member
KR840006783A (en) Tire Forming Mold
SU988417A1 (en) Tool for cold working of sheet material
DE10021710A1 (en) Method to manufacture coupling ring for synchronisation unit of vehicle gear unit; involves bending sheet metal strip to form cylindrical body and connecting end sides with positively fitting elements
EP0520583B1 (en) Raceway coupling
GB2263291A (en) A wall tie
JPH0688156B2 (en) A guide member for guiding the edges of the sheets to be welded together
US2368163A (en) Method of bending metal strips
SU1424991A1 (en) Die for cutting z-shaped profiles
RU1814576C (en) Device for cutting and deforming cut portions
GB2106609A (en) Wedge

Legal Events

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