DE1609382B1 - Plain bearings for building purposes - Google Patents
Plain bearings for building purposesInfo
- Publication number
- DE1609382B1 DE1609382B1 DE19661609382 DE1609382A DE1609382B1 DE 1609382 B1 DE1609382 B1 DE 1609382B1 DE 19661609382 DE19661609382 DE 19661609382 DE 1609382 A DE1609382 A DE 1609382A DE 1609382 B1 DE1609382 B1 DE 1609382B1
- Authority
- DE
- Germany
- Prior art keywords
- layer
- bottom layer
- plain bearings
- shell
- top layer
- 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.)
- Pending
Links
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16C—SHAFTS; FLEXIBLE SHAFTS; ELEMENTS OR CRANKSHAFT MECHANISMS; ROTARY BODIES OTHER THAN GEARING ELEMENTS; BEARINGS
- F16C33/00—Parts of bearings; Special methods for making bearings or parts thereof
- F16C33/02—Parts of sliding-contact bearings
- F16C33/04—Brasses; Bushes; Linings
- F16C33/20—Sliding surface consisting mainly of plastics
- F16C33/201—Composition of the plastic
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C7/00—Coherent pavings made in situ
- E01C7/08—Coherent pavings made in situ made of road-metal and binders
- E01C7/10—Coherent pavings made in situ made of road-metal and binders of road-metal and cement or like binders
- E01C7/14—Concrete paving
- E01C7/145—Sliding coverings, underlayers or intermediate layers ; Isolating or separating intermediate layers; Transmission of shearing force in horizontal intermediate planes, e.g. by protrusions, by inlays
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C7/00—Coherent pavings made in situ
- E01C7/08—Coherent pavings made in situ made of road-metal and binders
- E01C7/32—Coherent pavings made in situ made of road-metal and binders of courses of different kind made in situ
- E01C7/34—Coherent pavings made in situ made of road-metal and binders of courses of different kind made in situ made of several courses which are not bound to each other ; Separating means therefor, e.g. sliding layers
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/04—Bearings; Hinges
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/04—Bearings; Hinges
- E01D19/041—Elastomeric bearings
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/04—Bearings; Hinges
- E01D19/042—Mechanical bearings
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/34—Foundations for sinking or earthquake territories
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/16—Arrangement or construction of joints in foundation structures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/36—Bearings or like supports allowing movement
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16C—SHAFTS; FLEXIBLE SHAFTS; ELEMENTS OR CRANKSHAFT MECHANISMS; ROTARY BODIES OTHER THAN GEARING ELEMENTS; BEARINGS
- F16C2350/00—Machines or articles related to building
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Architecture (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Electromagnetism (AREA)
- Physics & Mathematics (AREA)
- Laminated Bodies (AREA)
- Joints Allowing Movement (AREA)
- Bridges Or Land Bridges (AREA)
Description
Die Erfindung betrifft ein Gleitlager für Bauwerke, welches eine Bodenlage und eine unter Zwischenschaltung einer Gleitschicht darauf bewegliche, um das Maß ihrer möglichen Verschiebung allseitig kleiner bemessene Decklage und eine diese Teile umgebende, dichte elastische Hülle aufweist.The invention relates to a plain bearing for buildings, which has a floor layer and an interposed one a sliding layer movable on it, smaller on all sides by the extent of its possible displacement dimensioned top layer and a surrounding these parts, tight elastic shell.
Bei einem bekannten Gleitlager dieser Art ist eine Verschiebung nur schwer möglich, da der Gummischlauch diese Bewegung hindert, weil er fest um die an beiden Enden vorgesehenen Anschläge der Bodenplatte liegt, so daß eine Verschiebung nur durch Spannen des Schlauches, d.h. also bis zu einer gewissen Grenze, erreichbar ist, bei welcher jedoch die Gefahr des Zerreißens besteht. Durch dieses Spannen des Gummischlauches wird jedoch die angestrebte Gleitwirkung praktisch wieder aufgehoben.In the case of a known slide bearing of this type, displacement is only possible with difficulty because the rubber hose prevents this movement because it is firmly attached to the stops of the base plate provided at both ends so that a shift can only be achieved by tensioning the hose, i.e. up to a certain Limit, is achievable, but at which there is a risk of tearing. Through this tensioning of the rubber hose, however, the desired sliding effect is practically canceled again.
Von diesem Stand der Technik ausgehend liegt der Erfindung die Aufgabe zugrunde, ein Gleitlager zu schaffen, welches über eine hohe Gleitfähigkeit verfügt, welche durch die gegen Staub schützende Umhüllung nicht beeinträchtigt werden kann, so daß ein leichtes Verschieben gewährleistet ist.Proceeding from this prior art, the invention is based on the object of providing a plain bearing create, which has a high sliding ability, which is due to the dust-protecting cover can not be impaired, so that easy shifting is guaranteed.
Gemäß der Erfindung wird dies dadurch erreicht, daß die Hülle die Bodenlage sowie die Decklage an deren Rändern mit Spiel umgreift. Auf diese Weise wird erreicht, daß wegen des vorhandenen Spiels die angestrebte Gleitwirkung in keiner Weise beeinträchtigt wird, wobei darüber hinaus eine vergleichsweise große Lebensdauer gewährleistet ist, da die Hülle praktisch nicht auf Verformung beansprucht wird.According to the invention, this is achieved in that the shell adjoins the bottom layer and the top layer the edges of which embraces with play. In this way it is achieved that because of the existing game The desired sliding effect is not impaired in any way, and in addition a comparatively long service life is guaranteed, since the shell is practically not subjected to deformation.
Vorteilhaft ist die Hülle an der Bodenlage und an der Decklage befestigt.The casing is advantageously attached to the bottom layer and to the top layer.
Das erfindungsgemäße Gleitlager ist überall dort verwendbar, wo ein Gleiten zwischen zwei Teilen erwünscht ist.The slide bearing according to the invention can be used wherever sliding between two parts is desired is.
Hierzu gehören beispielsweise Baukörper, die einer unterschiedlichen Bewegung unterworfen sind, wie Bauwerke aus Beton, Stahl, Holz od. dgl. auf einem durch bergbauliche oder andere Ursachen bewegten Baugrund; Baukörper und Bauteile, die infolge ungleichmäßiger Erwärmung eine unterschiedliche Dehnung erfahren, wie z.B. Dachplatten oder Betonstraßendecken, die der Sonneneinstrahlung ausgesetzt sind; Baukörper, die an einem anderen Baukörper entlanggleitend bewegt werden sollen, wie etwa Rohrleitungen beim Vortrieb durch Erdreich; Spannbetonteile, die bei Aufbringen der Vorspannkraft auf ihrer Unterlage gleiten sollen.This includes, for example, structures that are subject to different movements, such as Structures made of concrete, steel, wood or the like. Moved on by mining or other causes Building site; Structures and components that expand differently as a result of uneven heating experience, such as roof tiles or concrete pavements that are exposed to sunlight are; Structures that are to be moved along another structure, such as pipelines when driving through the ground; Prestressed concrete parts that when the prestressing force is applied to their Surface should slide.
Ein Ausführungsbeispiel der Erfindung ist an Hand der Zeichnung näher erläutert, und zwar zeigt F i g. 1 die Draufsicht des Gleitlagers und Fig. 2 einen Vertikalschnitt durch das Gleitlager.An embodiment of the invention is explained in more detail with reference to the drawing, namely shows F i g. 1 shows the plan view of the slide bearing and FIG. 2 shows a vertical section through the slide bearing.
Auf der Bodenlage 1 ist die Decklage 2 beweglich angeordnet. Die feste Bodenlage 1 und die bewegliche Decklage 2 werden von Kunststoffolien gebildet, die an ihren aufeinanderliegenden Seiten mit Kunststoffteilchen im molekularen Größenbereich beschichtet sind.The top layer 2 is movably arranged on the bottom layer 1. The fixed floor layer 1 and the movable one Cover layer 2 are formed by plastic films, which on their mutually facing sides with plastic particles are coated in the molecular size range.
Die feste Bodenlage 1 und die bewegliche Decklage 2 sind allseitig von einer dichten Hülle 3 umgeben, so daß Staub und Feuchtigkeit nicht eindringen können.The fixed bottom layer 1 and the movable top layer 2 are surrounded on all sides by a tight cover 3, so that dust and moisture cannot penetrate.
Die Hülle 3 ist an der festen Bodenlage 1 und an der beweglichen Decklage 2 befestigt, so daß sie die entsprechenden Bewegungen der Decklage 2 mitmacht. Zu diesem Zweck ist die Hülle 3 elastisch ausgebildet und umgreift die feste Bodenlage 1 sowie die bewegliche Decklage 2 mit Spiel, so daß eine allseitige Bewegung möglich ist.The shell 3 is attached to the fixed bottom layer 1 and to the movable cover layer 2 so that they corresponding movements of the top layer 2 participate. For this purpose, the sheath 3 is designed to be elastic and surrounds the fixed bottom layer 1 and the movable top layer 2 with play, so that an all-round Movement is possible.
Die feste: Bodenlage 1 ist um das Maß des möglichen Verschiebeweges der beweglichen Decklage 2 größer, so daß diese bei einer Verschiebebewegung immer mit der ganzen Oberfläche auf der festen Bodenlage 1 aufliegt und daher Einkerbungen durch die Ränder vermieden werden.The fixed : bottom layer 1 is larger by the amount of the possible displacement path of the movable top layer 2, so that the entire surface thereof always rests on the solid bottom layer 1 during a shifting movement and therefore notches through the edges are avoided.
Die Hülle 3 verstärkt die Ecken 4. Die Verstärkung kann durch Überkleben von Folien od, dgl. bewirkt _ werden.The cover 3 reinforces the corners 4. The reinforcement can be effected by sticking foils or the like. will.
Claims (2)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT615367A AT286575B (en) | 1966-09-24 | 1967-07-03 | Insert for sliding joints |
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DEM0070095 | 1966-07-04 | ||
DEM0071047 | 1966-09-24 | ||
DEM0074339 | 1967-06-10 |
Publications (1)
Publication Number | Publication Date |
---|---|
DE1609382B1 true DE1609382B1 (en) | 1970-03-19 |
Family
ID=27211684
Family Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DE19661634482 Withdrawn DE1634482B1 (en) | 1966-07-04 | 1966-07-04 | Insert for sliding joints |
DE19661609382 Pending DE1609382B1 (en) | 1966-07-04 | 1966-09-24 | Plain bearings for building purposes |
Family Applications Before (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DE19661634482 Withdrawn DE1634482B1 (en) | 1966-07-04 | 1966-07-04 | Insert for sliding joints |
Country Status (8)
Country | Link |
---|---|
AT (1) | AT298749B (en) |
BE (1) | BE701434A (en) |
CH (1) | CH476172A (en) |
DE (2) | DE1634482B1 (en) |
DK (1) | DK123310B (en) |
GB (1) | GB1176724A (en) |
LU (1) | LU54019A1 (en) |
NL (1) | NL6709230A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE19532667C1 (en) * | 1995-09-05 | 1996-11-07 | Wilfried Becker Gmbh | Slide bearing for superstructure |
DE102006009536A1 (en) * | 2006-02-28 | 2007-09-06 | Calenberg Ingenieure, planmäßig elastisch lagern, GmbH | Elastomer support for a building structure comprises a support body arranged in a liquid-tight casing |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2597520B1 (en) * | 1986-04-18 | 1988-09-16 | Freyssinet Int Stup | IMPROVEMENTS ON DEVICES FOR SUPPORTING HEAVY AND MOBILE LOADS |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR1180205A (en) * | 1957-07-26 | 1959-06-02 | Stup Procedes Freyssinet | Support device in particular for engineering structures |
DE1942564U (en) * | 1964-06-24 | 1966-07-21 | Gumba Gummi Im Bauwesen G M B | SLIDING TILT BEARINGS FOR BUILDINGS, IN PARTICULAR FOR BRIDGES. |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3000276A (en) * | 1957-01-12 | 1961-09-19 | British Cellophane Ltd | Construction of concrete rafts, roads, aircraft runways and the like |
DE1858897U (en) * | 1962-01-29 | 1962-09-20 | Johann Jung | INSERT FOR THE SLIDING JOINTS BETWEEN THE TOP AND SUBSTRUCTURE OF BUILDINGS, ARTIFICIAL ROAD BUILDINGS OD. DGL. IN ROLL FORM. |
-
1966
- 1966-07-04 DE DE19661634482 patent/DE1634482B1/en not_active Withdrawn
- 1966-09-24 DE DE19661609382 patent/DE1609382B1/en active Pending
-
1967
- 1967-06-26 CH CH901267A patent/CH476172A/en not_active IP Right Cessation
- 1967-07-03 DK DK342567AA patent/DK123310B/en unknown
- 1967-07-03 NL NL6709230A patent/NL6709230A/xx unknown
- 1967-07-03 GB GB30497/67A patent/GB1176724A/en not_active Expired
- 1967-07-03 AT AT1221668A patent/AT298749B/en not_active IP Right Cessation
- 1967-07-04 LU LU54019D patent/LU54019A1/xx unknown
- 1967-07-17 BE BE701434D patent/BE701434A/xx unknown
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR1180205A (en) * | 1957-07-26 | 1959-06-02 | Stup Procedes Freyssinet | Support device in particular for engineering structures |
DE1942564U (en) * | 1964-06-24 | 1966-07-21 | Gumba Gummi Im Bauwesen G M B | SLIDING TILT BEARINGS FOR BUILDINGS, IN PARTICULAR FOR BRIDGES. |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE19532667C1 (en) * | 1995-09-05 | 1996-11-07 | Wilfried Becker Gmbh | Slide bearing for superstructure |
DE102006009536A1 (en) * | 2006-02-28 | 2007-09-06 | Calenberg Ingenieure, planmäßig elastisch lagern, GmbH | Elastomer support for a building structure comprises a support body arranged in a liquid-tight casing |
DE102006009536B4 (en) * | 2006-02-28 | 2013-07-04 | Calenberg Ingenieure, planmäßig elastisch lagern, GmbH | elastomeric bearings |
Also Published As
Publication number | Publication date |
---|---|
LU54019A1 (en) | 1967-09-05 |
DK123310B (en) | 1972-06-05 |
CH476172A (en) | 1969-07-31 |
BE701434A (en) | 1968-01-02 |
DE1634482B1 (en) | 1970-01-15 |
NL6709230A (en) | 1968-01-05 |
AT298749B (en) | 1972-05-25 |
GB1176724A (en) | 1970-01-07 |
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