DE962245C - Two-part, tensile and pressure-resistant spacer - Google Patents

Two-part, tensile and pressure-resistant spacer

Info

Publication number
DE962245C
DE962245C DEB32649A DEB0032649A DE962245C DE 962245 C DE962245 C DE 962245C DE B32649 A DEB32649 A DE B32649A DE B0032649 A DEB0032649 A DE B0032649A DE 962245 C DE962245 C DE 962245C
Authority
DE
Germany
Prior art keywords
spacer
arms
tensile
pressure
profile
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.)
Expired
Application number
DEB32649A
Other languages
German (de)
Inventor
Rudolf Berger
Richard Rauschner
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.)
BERGTECHNIK GmbH
Original Assignee
BERGTECHNIK GmbH
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 BERGTECHNIK GmbH filed Critical BERGTECHNIK GmbH
Priority to DEB32649A priority Critical patent/DE962245C/en
Application granted granted Critical
Publication of DE962245C publication Critical patent/DE962245C/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
    • E21D11/28Longitudinal struts, i.e. longitudinal connections between adjoining arches

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)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Clamps And Clips (AREA)

Description

Die Ausbaurahmen der Strecken unter Tage müssen gegen Umschieben gesichert sein. Zu diesem Zweck sind zweiteilige Abstandhalter im Einsatz, die jeweils bei zwei miteinander zu verbindenden Rahmen innenseitig die Profile umklammern, - wobei die Abstandlaschen der Umklammerung verschraubt oder vernietet sind. Diese Abstandhalter haben den Nachteil, daß sie zu stark abstandgebunden sind. Zum anderen gibt es Ausführungen, die nicht abstandgebunden sind. Hierbei sind die Abstandhalter durch Klemmkeile oder -schrauben verbunden. Die Klemmverbindungen haben den Nachteil, daß sie sehr stark von der Reibung, d. h. von der Anklemmung abhängig und somit immer mit einer gewissen Unsicherheit den Umschiebekräften unterworfen sind.The expansion frames for the underground routes must be secured against shifting be. Two-part spacers are used for this purpose, each at two frames to be connected to one another clasp the profiles on the inside, - whereby the spacer tabs of the clasp are screwed or riveted. These spacers have the disadvantage that they are too tightly spaced. On the other hand, there are versions that are not distance-bound. The spacers are by means of clamping wedges or screws connected. The clamp connections have the disadvantage that they are very strong from friction, d. H. depends on the connection and therefore always with one are subject to a certain degree of uncertainty.

Die Erfindung stellt durch eine Abscher-Abstandhalterverbindung der Haken einen absolut sicheren Verband der Ausbaurahmen her.The invention provides a shear spacer connection of the Hook an absolutely secure association of the expansion frame.

Gemäß einem Ausführungsbeispiel und an Hand einer Zeichnung nach Abb. I und II ist die Erfindung beschrieben und erläutert. Der Abstandhalter besteht aus zwei gleichförmigen, das Profil des Ausbaubogens halb umschließenden Haken i und ia. Die Arme der Haken sind auf der Ober-und Unterseite mit Nuten :2 in gleichmäßigem Abstand versehen. Auf den breiteren Rückenseiten der Arme, d. h. zur geschlossenen Seite des Hakens hin, sind ebenfalls in gleichmäßigem Abstand kugelförmige Vertiefungen 3 eingedrückt.According to an embodiment and on the basis of a drawing according to Fig. I and II the invention is described and explained. The spacer is made from two uniform hooks half-enclosing the profile of the extension arch i and ia. The arms of the hooks are on the top and bottom with grooves: 2 in evenly Provide spacing. On the wider back sides of the arms, i.e. H. to the closed Side of the hook, there are also spherical depressions evenly spaced 3 pressed in.

Zur Verbindung von zwei Rahmen wird der Haken i stoßseitig an einem Bogen und der Haken i. innenseitig an dem Nachbarbogen angelegt, so daß die Arme mit ihren Rückenseiten gegeneinanderliegen. Nunmehr wird ein U-förmiges Blech 5, in dessen Steg Warzen q. eingedrückt sind, über beide Arme geschoben, und zwar so, daß die Warzen in die kugelförmigen Vertiefungen 3 eingreifen. Die Flansche des U-Bleches 5 ragen etwas über die Arme heraus. Durch Aufsetzen und Zudrücken der Schließzange gemäß Abb. II werden die überstehenden Blechkanten des U-Bleches 5 an die Arme i und i" angedrückt und zu einer Hülse geschlossen. Gleichzeitig drücken die Schneiden 6 der Schließzange das U-Blech 5 in die Nuten 2 des Armes i" ein. Da die Hülse formschlüssig mit den beiden Armen verzahnt ist, kann sich die Verbindung nur durch Abscherung lösen und ist weitgehend zug- und druckfest. Da das Eindrücken der Hülse in die Nuten unabhängig von den Warzen. erfolgt, ist der Abstandhalter abstandunabhängig.To connect two frames, the hook i is attached to one Bow and hook i. on the inside of the neighboring arch so that the arms lie with their backs against each other. Now a U-shaped sheet 5, in the web of warts q. are pressed in, pushed over both arms, in such a way, that the warts engage in the spherical depressions 3. The flanges of the U-plates 5 protrude a little over the arms. By putting on and pressing the Locking pliers according to Fig. II are the protruding sheet metal edges of the U-plate 5 pressed against the arms i and i "and closed to form a sleeve. Press at the same time the cutting 6 of the locking pliers the U-plate 5 into the grooves 2 of the arm i ″. Since the sleeve is interlocked with the two arms, the connection can only loosen by shearing and is largely resistant to tension and compression. As the impression the sleeve into the grooves regardless of the warts. occurs, is the spacer independent of distance.

Claims (2)

PATENTANSPRÜCHE: i. Zweiteiliger, zug- und druckfester Abstandhalter für Grubenausbaurahmen, bestehend aus zwei an je einem Ende mit profilumfassenden Haken versehenen, am anderen Ende aneinander anliegenden Armen aus Profileisen, dadurch gekennzeichnet, daß die aneinanderliegenden Arme (i, i"), deren in einer Ebene nebeneinanderliegende Flächen mit Nuten (2) und deren rechtwinklig dazu verlaufende Flächen mit kugelförmigen Vertiefungen (q.) versehen sind, mittels einer dreiseitigen., rechteckigen Hülse (5), deren Steg mit in die Vertiefungen (q.) eingreifenden Warzen versehen ist, durch Anpressen von in die Nuten (2) greifenden Vertiefungen in die Flansche der Hülse verbunden sind. PATENT CLAIMS: i. Two-part, tensile and pressure-resistant spacer For pit support frames, consisting of two at one end each with a profile encompassing the profile Arms made of profile iron, fitted with hooks and resting against each other at the other end, characterized in that the adjacent arms (i, i "), in one Flat adjacent surfaces with grooves (2) and their perpendicular to them Surfaces with spherical depressions (q.) Are provided, by means of a three-sided., rectangular sleeve (5), the ridge of which with lugs engaging in the depressions (q.) is provided by pressing into the grooves (2) engaging recesses in the Flanges of the sleeve are connected. 2. Zweiteiliger Abstandhalter nach Anspruch i, dadurch gekennzeichnet, daß der Abstandhalter mit je einem Arm die einander gegenüberliegenden Flansche zweier benachbarter Ausbauprofile umfaßt.2. Two-part spacer according to claim i, characterized in that the spacer with one arm each the opposite Includes flanges of two adjacent expansion profiles.
DEB32649A 1954-09-18 1954-09-18 Two-part, tensile and pressure-resistant spacer Expired DE962245C (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DEB32649A DE962245C (en) 1954-09-18 1954-09-18 Two-part, tensile and pressure-resistant spacer

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DEB32649A DE962245C (en) 1954-09-18 1954-09-18 Two-part, tensile and pressure-resistant spacer

Publications (1)

Publication Number Publication Date
DE962245C true DE962245C (en) 1957-04-18

Family

ID=6963810

Family Applications (1)

Application Number Title Priority Date Filing Date
DEB32649A Expired DE962245C (en) 1954-09-18 1954-09-18 Two-part, tensile and pressure-resistant spacer

Country Status (1)

Country Link
DE (1) DE962245C (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1121005B (en) * 1958-09-12 1962-01-04 Lorenz Polygon Ausbau G M B H Joint bolting for route expansion
DE1132068B (en) * 1957-06-21 1962-06-28 Gutehoffnungshuette Sterkrade Bolting for pit support arches
FR2350460A1 (en) * 1976-05-07 1977-12-02 Bochumer Eisen Heintzmann Tunnel lining ring installation - uses carrier ring behind cutting head to assemble channel section segments into complete ring

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1132068B (en) * 1957-06-21 1962-06-28 Gutehoffnungshuette Sterkrade Bolting for pit support arches
DE1121005B (en) * 1958-09-12 1962-01-04 Lorenz Polygon Ausbau G M B H Joint bolting for route expansion
FR2350460A1 (en) * 1976-05-07 1977-12-02 Bochumer Eisen Heintzmann Tunnel lining ring installation - uses carrier ring behind cutting head to assemble channel section segments into complete ring

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