DE1667123U - BOLTING FOR THE STEEL ROUTE EXPANSION. - Google Patents

BOLTING FOR THE STEEL ROUTE EXPANSION.

Info

Publication number
DE1667123U
DE1667123U DE1953B0013133 DEB0013133U DE1667123U DE 1667123 U DE1667123 U DE 1667123U DE 1953B0013133 DE1953B0013133 DE 1953B0013133 DE B0013133 U DEB0013133 U DE B0013133U DE 1667123 U DE1667123 U DE 1667123U
Authority
DE
Germany
Prior art keywords
bolting
route expansion
trench
steel
profiles
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
DE1953B0013133
Other languages
German (de)
Inventor
Hans-Guenther Braun
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to DE1953B0013133 priority Critical patent/DE1667123U/en
Publication of DE1667123U publication Critical patent/DE1667123U/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)
  • Medicines Containing Material From Animals Or Micro-Organisms (AREA)

Description

brauchsmoLaier-Aameldung "erbel tUr da etäh1ernen Sireckenauabau Bs sind verbolzungezi tär den atäulernielt Streckenaunbau durch eiserne Bolzen bekaaat webei diese mit ihren Baden den Auabau- teil wafusa und sie& gegenseitig Biteina&der verhakes Bierdsre ergeben sieh aaBererdentlieh verwickelte schwer yzastelleBd Tmd damit ahr tayt Formen. Baa Tex&aken er- zum : tord « t mden bea=dtr* masaabm-=d ist auch nur dadureh z9glieh d&6 diw aberpBifadtn eil$ ? edeykBaft beeitze&, ua Uho-r die an&eroa Teilt geaeizob= werden ta'ki6zmen. S ist dee neiterea s&ey saoh e&samt ederad Tand zwischen de BbaMza& es Sft&axe Sta&lyersasatreiten z& Nehmen die w<as aie aäe gebrahte Stablaoeen eder dergleichen hey- geatem sindt eatsprehead des Xogenprefilem entsprechende Terfexsang'e& erfahren eder durch entsprechende Gohangen AaaStze aufweisea die sie&'az die StreckenbgeB. legen. Bs weiteren Bst Bau au die Baden dey B&e eilfrs ! ig Tergt md in der Stegebene der Sm'&eaaaMtarfile federsd gestaltete iHm dadurch einen aalt a erzielen. Bas aabiegen alter Saellen ist gleiß- fitls prsMisen nic&t einfa dsrensfSJren weil die Sean sn diesen Stellen erhitzt and sau dureh entspree&end greßen Bcsft<srsnd Terf<xcst werden t : 8anen Bss Eochen vMt jmsStsen rietet wiederm stxr einw nsgenagende Sicherung aOKs eliL gen tffl « g t a d*t i&& aa. t weiter aNt iseaen dBQse eisfaehe Seseidarbet refil- eisen an dta Baden ausaeklinkt*. Nierbei mußte m= aber auch die Ozub4, na=baurabmen « mtepregbmä aunsparen, damit beid* reile eiBBBBdfrei ahloarti ineiaaader greifea : Sasen Bt eia ala je-tu eidt eile j bearbeiten, Tmd <Mar i& wezstattaSSiger jtaafa&roag, aB bedeatet daR ma rtli<e eeMaigeite& mie&t aMreiehesd gesag b<raaiehtige Xaan. - Brofilen dr 8rat9eke eataprectend angespart, md <war ae XeS w b* ff w daS dieae Wt die TaratSeke greifen Wean aaßb das Aaaaparea W 4 X BU¢h d s einfach durchzufuhren ist so berücksichtigt es jedoch nicht die Abmessungaverschiedenheiten der Streckenbegeneiaen. Erwähnt sei auch noch eine Verankerung für den eisernen Gruben- ausbau durch auf Zug beanapruchte Befeatigungsmittel, die durch in der neutralen Aehae der Profile angebrachte Scher hindureh- fassen und venaittela entaprechender Baken oder Tardiakangen ge- halten werden. Hierbei müssen also gleichfalls wieder die ßtrookonbögen gelocht werden* und es ergeben sich die gleichen Naehteile wie oben beschrieben. AU. Nachteile der beschriebenen Boicen werden erfindungsgemäß in cer WeiFe du : rck etendmg woa X Menen oder ähnlichen Profilen . B, 1-Eiaen cder o&aleieen beheben bei denen teg und Kopf an den Enden ao aucgeapart aind, das image lange FuSat&ck stehen bleiben, die-auf'die aabaurahsn außen aufgelegt werden und an ihren Süßeren Enden Mit Laagiaohem z= Aufnabma rozt Schrauben versehen » Jad, Be werden al » bler « r trottle gewählt, die außer dem Steg *in flaehea Met&k und ein w ov ev terseX rg beanderea XfatSek bcaitan. 'fisdungageaaS. h&be diea Blzea- X adet eF n ea- protile eine Whop die bis =r » utraleu-so* &*O Ä=b=Protile reicht Bi-a uabauprofile werden auf dieae Weise aa der wiz- aa aten. Stelle abgedtt* Die Auaaparung der Stege und KSpfe an den. SeIxan wird der-änderen rm der Ausbauprofile amgaBt. In der ba. gafngte& eihsuag tat ein AuafQhrungabaiepl darge- >Oer Ws*ti ; * $e t e *irid ge- Rinnenprofilen atit rubenachienen ala Selzen gewählt* Dieaa Nit 4 bezeichneten <ßrubeaauabaueiaen werden duroh di<t efindungage- *Uen-Igelzen 1 gfahaltene Durch lmn&14*her w*, rden fsebrauben 3 So- fahrte die die Kleamatueke 2 haltexi. Gegen das mgebonde Gebizge ergeben aieh glatta Aalagtfläohen, die eine behinderuagafri$ BiabripBg de Terzugea erm «lichte Ber Gebirgadra wird außerdem glhaSig auf die KabaNrahme& übertragen e en haben ei&e Sähe, die bia aur neutraler Xaner dey 4sa- ] BX bben Z he w Mgtt 'aaprof11 reiht Bie Aaabaurofile werden aomit a dr wir aamaten Stelle geganeinander abgaat&tjtt Customs MoLaier registration "Erbel for the steel construction of the Sireckenau B's are bolt-free from the atäulernaut route renovation iron bolts were given to these with their bathing part wafusa and she & each other Biteina & der Verhakes Bierdsre surrendered look but complicated difficult yzastelleBd Tmd so that ahr tayt forms. Baa Tex & aken er to the : tord «t mden bea = dtr * masaabm- = d is also just dadureh z9glieh d & 6 diw aberpBifadtn eil $? edeykBaft beeitze &, ua Uho-r die an & eroa shares geaeizob = become ta'ki6zmen. S is dee neiterea s & ey saoh e & including ederad trinkets between de BbaMza & es Sft & ax Sta & lyersasatreiten z & Take the w <as aie aäe brewed stick laoeen eder such hey- geatem are eatsprehead of the Xogenprefilem corresponding Terfexsang'e & experienced eder through appropriate Gohangen AaaStze aufweisea the sie &'az the route BgeB. place. Bs further Bst Bau au die Baden dey B & e eilfrs! ig Tergt md in the He designed the level of the Sm '& eaaaMtarfile by spring to achieve an aalt a. Bas aabiegen old rooms is glistening fitls prsMisen nic & t simply dsrensfSJren because the Sean These areas are heated and cleaned thoroughly Bcsft <srsnd Terf <xcst will be t: 8anen Bss Eochen vMt jmsStsen Again, it is advisable to use a safety device aOKs eliL gen tffl «gtad * t i && aa. t further aNt iseaen dBQse eisfaehe Seseidarbet refil- iron disengaged from dta Baden *. But m = also had to be die Ozub4, na = building absen «mtepregbmä aunsparen, so both * reile eiBBBBdfrei ahloarti ineiaaader greifea: Sasen Bt eia ala je-tu eidt eile j edit, Tmd <Mar i & wezstattaSSiger jtaafa & roag, aB bedeatet daR ma rtli <e eeMaigeite & mie & t aMreiehesd saga b <raaiehige Xaan. - Brofilen dr 8rat9eke eataprectend saved up, md <was ae XeS wb * ff w that theae Wt the TaratSeke grasp Wean aassb the Aaaaparea W 4 X BU ¢ hds is easy to do so it doesn't take into account that Differences in dimensions of the route. Mention should also be made of an anchorage for the iron pit expansion by means of fastenings that are applied to the train and which are carried out by in the neutral aehae of the profiles. grasp and venaittela corresponding beacons or tardia signals will hold. So here must also be the ßttrookon bows are punched * and the result is the same Sewing parts as described above. AU. Disadvantages of the Boicen described are according to the invention To some extent you: back etendmg woa X Menen or similar profiles. B, 1-Eiaen cder o & aleieen fix where teg and head at the ends ao aucgeapart aind, that image for a long time to stand still, die-auf'die aabaurahsn on the outside and at their sweeter ends with Laagiaohem z = Aufnabma rozt screws affixed »Jad, Be become al» bler «r trottle chosen, the except the web * in flaehea Met & k and a w ov ev terseX rg beanderea XfatSek bcaitan. 'fisdungageaaS. h & be diea Blzea- X adet eF n ea- protile a Whop which until = r »utraleu-so * & * O Ä = b = Protile is enough Bi-a u building profiles are aa the wiz- aa aten. Place abtt * The fitting of the bars and heads the. SeIxan is assigned the other rm of the expansion profiles. In the ba. gafngte & eihsuag did an AuafQhrungabaiepl > Oer Ws * ti; * $ ete * irid ge Gutter profiles atit rubenachienen ala Selzen chosen * Dieaa Nit 4 designated <ßrubeaauabaueiaen can be found through * Uen-Igelzen 1 gfahaltene by lmn & 14 * her w *, rden fsebraub 3 sun- drove the Kleamatueke 2 haltexi. Against the mgebonde mountains also result in smooth eel flea, which is a hindrance to Africa BiabripBg de Terzugea will also allow mountain gadra TRANSFERRED GLAHLY TO THE CABIN FRAME & e s have ei & e saws, the bia aur neutral Xaner dey 4sa- ] BX bben Z he w Mgtt 'aaprof11 ranks Bie Aaabaurofile will aomit a dr we aamaten position opposite each other abgaat & tjtt

Claims (1)

Sohu'tzanspruch
Yerbolzuag ftr den Smbenansban vermittela an den Enden aßtageaparter FrofULe die mit ihren überstehenden gstten Enden auf die Gzrabenausbauprofile aufgelegt werden lund dieau, durch KeBmßtäe&e Bpaanwn, dadurch gekennzeichnete daß 6ubanchien$a 1-Eiawn oder okaleiaen, alaa pfile, die asSer dem Steg ein flaches ? &Sstack und ein eacnderee Kopfatäekbesitzen verwendet werden mddaS die B8he der D niedriger ist als die SShe der Graben- aaaNr ile und jsweamäSigerweise nur bis znr ne&trales - eae reichte kh r 4,
Sohu'tz claim
Yerbolzuag for the smbenansban mediated at the ends Aßtageaparter FrofULe with their protruding guests Ends are placed on the trench extension profiles and dieau, characterized by KeBmasstäe & e Bpaanwn that 6ubanchien $ a 1-Eiawn or okaleiaen, alaa pfile, the asSer the bridge a flat one? & Sstack and an eacnderee Kopfatäek own are used mddaS the B8he of D is lower than the SShe of the trench aaaNr ile and jsweamäSigerweise only up to znr ne & trales - eae was enough kh r 4,
DE1953B0013133 1953-05-18 1953-05-18 BOLTING FOR THE STEEL ROUTE EXPANSION. Expired DE1667123U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DE1953B0013133 DE1667123U (en) 1953-05-18 1953-05-18 BOLTING FOR THE STEEL ROUTE EXPANSION.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE1953B0013133 DE1667123U (en) 1953-05-18 1953-05-18 BOLTING FOR THE STEEL ROUTE EXPANSION.

Publications (1)

Publication Number Publication Date
DE1667123U true DE1667123U (en) 1953-11-19

Family

ID=32004114

Family Applications (1)

Application Number Title Priority Date Filing Date
DE1953B0013133 Expired DE1667123U (en) 1953-05-18 1953-05-18 BOLTING FOR THE STEEL ROUTE EXPANSION.

Country Status (1)

Country Link
DE (1) DE1667123U (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1008682B (en) * 1954-01-20 1957-05-23 Gutehoffnungshuette Sterkrade Bolting for the pit construction
DE1106715B (en) * 1957-08-22 1961-05-18 Stahlausbau G M B H Bolting for the steel pit construction
DE1127296B (en) * 1957-11-30 1962-04-12 Paurat F Articulated bolt for the expansion of underground spaces
DE1132068B (en) * 1957-06-21 1962-06-28 Gutehoffnungshuette Sterkrade Bolting for pit support arches
DE1138006B (en) * 1954-01-22 1962-10-18 Heinrich Schaefer Clamping device for the pressure- and tensile-proof connection of spacer bolts with track expansion frames

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1008682B (en) * 1954-01-20 1957-05-23 Gutehoffnungshuette Sterkrade Bolting for the pit construction
DE1138006B (en) * 1954-01-22 1962-10-18 Heinrich Schaefer Clamping device for the pressure- and tensile-proof connection of spacer bolts with track expansion frames
DE1132068B (en) * 1957-06-21 1962-06-28 Gutehoffnungshuette Sterkrade Bolting for pit support arches
DE1106715B (en) * 1957-08-22 1961-05-18 Stahlausbau G M B H Bolting for the steel pit construction
DE1127296B (en) * 1957-11-30 1962-04-12 Paurat F Articulated bolt for the expansion of underground spaces

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