DE458742C - Device for securing cracked or overloaded walls against lateral earth pressure - Google Patents

Device for securing cracked or overloaded walls against lateral earth pressure

Info

Publication number
DE458742C
DE458742C DEP48568D DEP0048568D DE458742C DE 458742 C DE458742 C DE 458742C DE P48568 D DEP48568 D DE P48568D DE P0048568 D DEP0048568 D DE P0048568D DE 458742 C DE458742 C DE 458742C
Authority
DE
Germany
Prior art keywords
earth pressure
overloaded
cracked
securing
against lateral
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
DEP48568D
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.)
FRITZ PFEFFERKORN DR ING
Original Assignee
FRITZ PFEFFERKORN DR ING
Publication date
Priority to DEP48568D priority Critical patent/DE458742C/en
Application granted granted Critical
Publication of DE458742C publication Critical patent/DE458742C/en
Expired legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/04—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate against air-raid or other war-like actions
    • E04H9/10—Independent shelters; Arrangement of independent splinter-proof walls
    • E04H9/12—Independent shelters; Arrangement of independent splinter-proof walls entirely underneath the level of the ground, e.g. air-raid galleries

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Environmental & Geological Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Description

Einrichtung zum Sichern gerissener oder überlasteter Wände gegen seitlichen Erddruck. Die Erfindung betrifft eine Einrichtung zum Sichern gerissener oder überlasteter Wände gegen seitlichen Erddruck. Die Einrichtung besteht darin, daß der zu sichernden Wand im Abstande ein Tragwerk vorgesetzt 'wird, das sich von außen gegen die gefährdete Wand stützt und den seitlichen Erddruck E aufnimmt, um ihn - als Auflagerkräfte - in geeigneten Punkten bb an das vorhandene Bauwerk abzugeben. Die Erfindung ist in einem Ausführungsbeispiel dargestellt.Device for securing cracked or overloaded walls against lateral ones Earth pressure. The invention relates to a device for securing cracked or overloaded Walls against lateral earth pressure. The facility consists in the fact that the one to be secured A supporting structure is placed in front of the wall at a distance, which is against the endangered from the outside Wall supports and absorbs the lateral earth pressure E to it - as support forces - Submit to the existing structure in suitable points bb. The invention is shown in one embodiment.

Durch Einbau von Ankern a an der Rißstelle läßt sich ein Klaffen der dort entstandenen Fuge gegebenenfalls beseitigen, zum mindesten aber kann dadurch eine weitere Zunahme der Formänderung verhindert werden. Das Tragwerk stellt auch die einfachste und zweckmäßigste Art der Verstärkung dar .in allen Fällen, in denen bei baulicher Veränderung in unmittelbarer Nähe des Bauwerkes das Aufbringen von Auflasten die Größe des seitlichen Erddruckes bis zu einem das Bauwerk gefährdenden Maße steigert.By installing anchors a at the point of the crack, there can be a gap in the Eliminate the joint created there, if necessary, but at least it can do this a further increase in the change in shape can be prevented. The structure also represents represents the simplest and most appropriate type of reinforcement in all cases in which in the case of structural changes in the immediate vicinity of the building, the application of Load the size of the lateral earth pressure up to one that endangers the structure Dimensions increases.

Claims (1)

PATENTANSPRUCH: Einrichtung zum Sichern gerissener oder überlasteter Wände gegen seitlichen Erddruck, dadurch gekennzeichnet, daß vor der Wand unter Belassung eines Zwischenraumes ein Tragwerk eingesetzt ist, welches in festgelegten. Auflagerpunkten (b) den Erddruck auf die Wand überträgt. PATENT CLAIM: Device for securing cracked or overloaded walls against lateral earth pressure, characterized in that a supporting structure is inserted in front of the wall, leaving a space in between. Support points (b) transfers the earth pressure to the wall.
DEP48568D Device for securing cracked or overloaded walls against lateral earth pressure Expired DE458742C (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DEP48568D DE458742C (en) Device for securing cracked or overloaded walls against lateral earth pressure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DEP48568D DE458742C (en) Device for securing cracked or overloaded walls against lateral earth pressure

Publications (1)

Publication Number Publication Date
DE458742C true DE458742C (en) 1928-04-16

Family

ID=7383163

Family Applications (1)

Application Number Title Priority Date Filing Date
DEP48568D Expired DE458742C (en) Device for securing cracked or overloaded walls against lateral earth pressure

Country Status (1)

Country Link
DE (1) DE458742C (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1043614B (en) * 1955-03-24 1958-11-13 Arno Doll Underground air raid shelter with sloping exterior walls and a widened foundation

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1043614B (en) * 1955-03-24 1958-11-13 Arno Doll Underground air raid shelter with sloping exterior walls and a widened foundation

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