DE537585C - Tensile and pressure-resistant interconnected double-shell lining for construction pits, ditches and the like. Like. From sheet piles, which are held by profile iron - Google Patents

Tensile and pressure-resistant interconnected double-shell lining for construction pits, ditches and the like. Like. From sheet piles, which are held by profile iron

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Publication number
DE537585C
DE537585C DEP56927D DEP0056927D DE537585C DE 537585 C DE537585 C DE 537585C DE P56927 D DEP56927 D DE P56927D DE P0056927 D DEP0056927 D DE P0056927D DE 537585 C DE537585 C DE 537585C
Authority
DE
Germany
Prior art keywords
iron
tensile
held
pressure
sheet piles
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
DEP56927D
Other languages
German (de)
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
Publication date
Priority to DEP56927D priority Critical patent/DE537585C/en
Application granted granted Critical
Publication of DE537585C publication Critical patent/DE537585C/en
Expired legal-status Critical Current

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Classifications

    • 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

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)

Description

Zug- und druckfest miteinander verbundene zweischalige Auskleidung für Baugruben, Gräben u. dgl. aus Spundbrettern, die von Profileisen gehalten sind Die zug- und druckfeste Verbindung von Auskleidungswänden für Baugruben, Gräben u. dgl. mit Spundbrettern, die von Profileisen gehalten sind, ist bekannt. Demgegenüber sind bei vorliegender Erfindung die Profileisen aus U-Eisen und Flacheisen zusammengesetzt, deren an der Innenseite der Auskleidung hervortretende Teile zur Verbindung mit den geschlitzten Spreizen gelocht sind. Hierbei können zur Bildung von Ecken oder Kreuzungen auch mehrere Flacheisen mit den U-Eisen verbunden sein, und je ein über die U-Eisen hervorragender Rand der Flacheisen kann zur Verbindung mit den Spreizen dienen.Two-shell lining connected to one another in a tensile and pressure-resistant manner for construction pits, trenches and the like made of sheet piling, which are held by profile iron The tensile and pressure-resistant connection of lining walls for construction pits, trenches and the like with sheet piles, which are held by profile iron, is known. In contrast In the present invention, the profile iron is composed of U-iron and flat iron, their protruding parts on the inside of the lining for connection with the slotted spreaders are perforated. This can be used to form corners or Crossings also have several flat irons connected to the U-irons, and one over each the U-iron protruding edge of the flat iron can be used to connect with the struts to serve.

Diese besondere Ausbildung der für die Ausschachtung verwendeten Teile bedeutet wirtschaftlich und bautechnisch einen wesentlichen Fortschritt, da weniger Einzelteile erforderlich sind und die Ausschachtung rasch und sicher vorgenommen werden kann.This particular training of the parts used for the excavation means a significant advance economically and structurally, because less Individual parts are required and the excavation is carried out quickly and safely can be.

Eine Ausführungsform des Erfindungsgegenstandes ist in der Zeichnung dargestellt, und zwar zeigen Abb. z ein Schaubild der Gesamtvorrichtung, Abb. 2 eine Ansicht der in der Länge veränderlichen Spreize, Abb. 3 und q. Profile von Eisen zur Herstellung der Auskleidung.An embodiment of the subject matter of the invention is shown in the drawing shown, namely Fig. z shows a diagram of the overall device, Fig. 2 a view of the lengthwise adjustable spreader, Fig. 3 and q. Profiles from Iron for making the lining.

Wie üblich, werden die Bohlen a in Rinnen von Profileisen b eingeschoben, und die einander gegenüberliegenden Profileisen werden durch Spreizen c zug- und druckfest miteinander verbunden (Abb. z). Die dabei verwendeten Profileisen haben gemäß der Erfindung beispielsweise die in Abb. q. dargestellte Form, d. h. sie bestehen aus zwei U-Eisen d, e, die nach Einfügung eines Flacheisens f miteinander vernietet sind. Auf der einen Seite ragt das Flacheisen über die Flanschen der U-Eisen hinaus, und der vorragende Teil g ist mit einer Reihe von Bohrungen A versehen. Die Spreizen bestehen aus je zwei U-Eisen i und k, deren Flansche je eine Reihe von Bohrungen n aufweisen. An den Enden enthalten die U-Eisen der Spreizen einen Längsschlitz n, in welchen der Rand g der Profileisen eindringt, so daß ein Bolzen o durch die Bohrungen m der Spreize und die Bohrung h des Profileisens geschoben werden kann. In gleicher Weise werden auch die beiden Teile der Spreize durch Bolzen p miteinander verbunden.As usual, the planks a are pushed into the grooves of profile iron b, and the opposing profile bars are connected to one another in a tensile and compression-proof manner by spreading c (Fig. Z). The profile iron used have according to the invention, for example, in Fig. Q. Shown shape, ie they consist of two U-irons d, e, which are riveted together after the insertion of a flat iron f. On one side, the flat iron protrudes beyond the flanges of the U-iron, and the protruding part g is provided with a series of holes A. The spreaders each consist of two U-irons i and k, the flanges of which each have a row of holes n. At the ends, the U-irons of the spreaders contain a longitudinal slot n, into which the edge g of the profile iron penetrates, so that a bolt o can be pushed through the holes m of the spreaders and the hole h of the profile iron. In the same way, the two parts of the spreader are also connected to one another by bolts p.

Für besondere Zwecke, beispielsweise für die Herstellung von Ecken oder Kreuzungen, kann man Profileisen nach der Abb. 3 verwenden, die aus einer größeren Zahl von U-Eisen oder auch aus T- und U-Eisen mit Flacheisen oder Blechstreifen bestehen.For special purposes, for example for the production of corners or crossings, you can use profile iron according to Fig. 3, which consist of a larger number of U-irons or also of T- and U-irons with flat iron or sheet metal strips.

Claims (2)

PATENTANSPRÜCHE: z. Zug- und druckfest miteinander verbundene zweischalige Auskleidung für Baugruben, Gräben u. dgl. aus Spundbrettern, die von Profileisen gehalten sind, dadurch gekennzeichnet, daß die Profileisen aus U-Eisen (d, e) und Flacheisen (f) zusammengesetzt sind, deren an der Innenseite der Auskleidung hervortretende Teile (g) zur Verbindung mit den geschlitzten Spreizen gelocht sind. PATENT CLAIMS: e.g. Two-shell lining for construction pits, trenches and the like, which are connected to one another in a tensile and compression-proof manner, made of sheet piles, which are held by profile iron, characterized in that the profile iron is composed of U-iron (d, e) and flat iron (f) the inside of the lining protruding parts (g) are perforated for connection to the slotted spreaders. 2. Profileisen für die Auskleidung nach dem Anspruch z, dadurch gekennzeichnet, daß es aus U -Eisen (d, e) und mehreren Flacheisen (f) besteht und jeweils ein Rand der Flacheisen über die U -Eisen hervorragt.2. Profile iron for the lining according to claim z, characterized in that that it consists of U-irons (d, e) and several flat irons (f) and each has an edge the flat iron protrudes over the U iron.
DEP56927D Tensile and pressure-resistant interconnected double-shell lining for construction pits, ditches and the like. Like. From sheet piles, which are held by profile iron Expired DE537585C (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DEP56927D DE537585C (en) Tensile and pressure-resistant interconnected double-shell lining for construction pits, ditches and the like. Like. From sheet piles, which are held by profile iron

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DEP56927D DE537585C (en) Tensile and pressure-resistant interconnected double-shell lining for construction pits, ditches and the like. Like. From sheet piles, which are held by profile iron

Publications (1)

Publication Number Publication Date
DE537585C true DE537585C (en) 1931-11-04

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DEP56927D Expired DE537585C (en) Tensile and pressure-resistant interconnected double-shell lining for construction pits, ditches and the like. Like. From sheet piles, which are held by profile iron

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DE (1) DE537585C (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2633713A (en) * 1949-06-24 1953-04-07 Treaty Excavating Corp Cage for use in excavating trenches
US3186177A (en) * 1962-03-01 1965-06-01 August J Kannenberg Safety device for excavations
US3420065A (en) * 1967-03-06 1969-01-07 Edward J Holl Adjustable bracing means for vertically disposed earth-shoring planking
US4752157A (en) * 1986-02-27 1988-06-21 Friedrich Ischebeck Gmbh Trench shoring box unit
GB2422856A (en) * 2005-02-08 2006-08-09 Paul Radcliffe Shuttering supports

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2633713A (en) * 1949-06-24 1953-04-07 Treaty Excavating Corp Cage for use in excavating trenches
US3186177A (en) * 1962-03-01 1965-06-01 August J Kannenberg Safety device for excavations
US3420065A (en) * 1967-03-06 1969-01-07 Edward J Holl Adjustable bracing means for vertically disposed earth-shoring planking
US4752157A (en) * 1986-02-27 1988-06-21 Friedrich Ischebeck Gmbh Trench shoring box unit
GB2422856A (en) * 2005-02-08 2006-08-09 Paul Radcliffe Shuttering supports

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