DE962245C - Two-part, tensile and pressure-resistant spacer - Google Patents
Two-part, tensile and pressure-resistant spacerInfo
- 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
Links
- 125000006850 spacer group Chemical group 0.000 title claims description 11
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims 2
- 229910052742 iron Inorganic materials 0.000 claims 1
- 230000000284 resting effect Effects 0.000 claims 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/14—Lining predominantly with metal
- E21D11/28—Longitudinal 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)
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)
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 |
-
1954
- 1954-09-18 DE DEB32649A patent/DE962245C/en not_active Expired
Cited By (3)
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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