EP2084327A1 - Erdreichabdeckung aus formsteinen - Google Patents
Erdreichabdeckung aus formsteinenInfo
- Publication number
- EP2084327A1 EP2084327A1 EP07819400A EP07819400A EP2084327A1 EP 2084327 A1 EP2084327 A1 EP 2084327A1 EP 07819400 A EP07819400 A EP 07819400A EP 07819400 A EP07819400 A EP 07819400A EP 2084327 A1 EP2084327 A1 EP 2084327A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- contact
- adjacent
- blocks
- molded
- cam
- 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.)
- Granted
Links
Classifications
-
- 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
- E01C5/00—Pavings made of prefabricated single units
-
- 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
- E01C2201/00—Paving elements
- E01C2201/02—Paving elements having fixed spacing features
Definitions
- the invention relates to a soil cover made of molded bricks, in particular of paving stones or paving slabs or the like, wherein the bricks each have a preferably flat top and bottom and at least one preferably upright side surface, and wherein the bricks are laid side by side within the soil cover, and wherein respectively adjacent blocks in the region of joints are at least partially spaced from each other, and wherein the joints between adjacent blocks are filled with a Fugenhellmaterial for load transfer between adjacent blocks of the ground cover, according to the preamble of claim 1.
- Soil covers of the type mentioned are known in practice in many embodiments.
- Spacers are placed when laying between adjacent blocks and removed after installation.
- the joint is filled with joint filling material so that the molded blocks are secured in position. Forces or loads (in particular shear forces) acting on the shaped bricks are transferred through the joint filling material to adjacent shaped bricks.
- spacers which are also called spacers, but actually serve a different purpose.
- Such spacers are actually intended to protect the stone against damage, possibly during transport to the place of installation or can occur in a post-treatment such as drums, rumble or the like.
- shaped bricks are often laid by laymen in such a way that the spacers of a shaped brick rest on upright side surfaces of one or more adjacent molded bricks.
- the gap between adjacent shaped bricks can not be completely filled with joint filling material because of the spacers.
- damage to the form of stones for example in the form of flaking can be observed.
- the invention is based on the object to further develop known soil covers, in particular such that a simple installation without damaging the stones is made possible.
- a Erdreichabdeckung invention has the features of claim 1. It is therefore provided that at least one contact cam is formed in the region of the at least one side surface of each molded block for permanent contact laying of adjacent molded blocks.
- the contact cams differ from conventional spacers in that a permanent non-destructive investment adjacent building blocks is made possible.
- the contact cams can be used in contrast to conventional spacers for contact laying of the blocks with each other, so that the laying of the stones is simplified to soil coverage.
- the contact cams are dimensioned in such a way that the load transfer between adjacent shaped blocks via the joint filling material is essentially unaffected. This allows a non-destructive contact laying while at the same time largely retaining the load transfer between adjacent shaped bricks via the joint filling material.
- the contact cams are dimensioned such that it does not damage the conglomerates or their contact cam in permanent contact laying of the blocks. It is particularly important to form the contact cam preferably with such small dimensions or suitable shape that the load transfer in the joint is not affected and at the same time form the contact cam with such large dimensions or suitable shape that on the one hand, the contact cams are able to cope permanently with the loads and not destroyed on the other hand, the stones are not damaged.
- the shaped bricks are at least partially laid within the soil cover such that a contact cam of a first molded block has permanent contact with a side surface of an adjacent second molded brick.
- the shaped bricks are at least partially laid within the soil cover such that a contact cam of a first molded block has permanent contact with a contact cam of an adjacent second molded brick.
- a depth of the contact cam corresponds to half or full nominal joint width between adjacent shaped bricks.
- the contact cams of the molded blocks are identical.
- the position of the contact lugs of adjacent molded blocks corresponds to one another such that contact lugs of adjacent molded blocks abut one another. In this way, the contact transfer of the contact cam adjacent shaped blocks is facilitated.
- the contact cam in particular a contact surface thereof, are not destroyed when shaking the soil cover.
- the contact cams have a contact surface for permanent contact laying with adjacent shaped bricks. It is therefore a specific section or region of the contact cam for abutment against side surfaces and / or contact cams of adjacent molded blocks is provided.
- the cross section of the contact cam tapers towards the contact surface.
- the contact cams may have a conical shape, which has proved to be advantageous.
- FIG. 2 shows two adjacent shaped blocks according to FIG. 1 within a soil cover in a side view
- FIG. 3 shows the representation of FIG. 2 on an enlarged scale
- FIG. 4 is a plan view of the two blocks according to FIG. 2,
- Fig. 5 shows another shaped block in a spatial representation
- FIG. 6 is an enlarged plan view of two spacers adjacent mold blocks of FIG .. 5
- the molded blocks 1 shown on the one hand on the one hand in FIGS. 1 to 4 and on the other hand shown in FIGS. 5 and 6 on the other hand serve for the production of soil coverings not further shown in the drawing.
- the preferably made of concrete blocks 10, 11 have a top 12, a bottom 13 and four upright side surfaces 14.
- the Formed blocks 10, 1 1 thus cuboid, for example as paving stones or paving slabs made of concrete.
- the bricks 10, 11 but also have a different shape, such as. square, triangular, trapezoidal, n-shaped or with curved or curved side surfaces 14.
- the concrete shape of the blocks 10, 11 is not essential in this case.
- contact cams 15, 16, which are each formed on side surfaces 14 of the blocks 10, 11.
- the contact cams 15, 16 serve as a laying aid for the blocks 10, 11. It is envisaged that the
- both an abutment on side surface 14 of the same or on contact cams 15, 16 of adjacent shaped bricks 10, 11 counts.
- the stones 10, 1 1 can also have conventional spacers.
- the contact cams 15, 16 are designed such that the load transfer within the joint 17 between adjacent shaped blocks 10, 11 is not impaired.
- the joint 17 is filled in a conventional manner with known Fugenhellmatehal 18 for load transfer between adjacent molded blocks 10, eleventh.
- a special feature is that the contact cams 15, 16 are formed such that this load transfer between adjacent shaped blocks 10, 11 is not affected by the joint filling material 18 substantially.
- Another special feature is that the contact cams 15, 16 are dimensioned such that there is no damage to the molded blocks 10, 1 1 or the contact cams 15, 16 with permanent contact laying of the blocks 10, 11.
- the contact cams 15, 16 thus have the smallest possible cross-section or corresponding dimensions in order not to impair the load transfer in the joint 17 and on the other hand be large or stable enough not to damage during installation, shaking or in use to become.
- FIGS. 1 to 4 on the one hand and in FIGS. 5 and 6 on the other hand two possible embodiments of the invention are shown.
- the invention is not limited to the specific arrangement of the contact cam 15, 16, nor to the shape of the molded block 10, 11 shown there.
- the contact cams 15 are respectively disposed on opposite elongated side surfaces 14.
- the contact cams 15 are positioned in such a way that they come into contact with contact cams 15 of adjacent molded blocks 10 (FIGS. 3 and 4).
- the contact cam 15 may also be arranged differently, so that one or more contact cam 15 abut against the side surface 14 of an adjacent molded block 10 in permanent contact.
- the short side surfaces 14 may have further contact cams 15.
- the blocks 10, 11 in practice on all upright side surfaces 14 contact cam 15, 16 have.
- the contact cam 15 are formed in the lower region of the side surfaces 14.
- the contact cams 15 are approximately triangular in cross-section, wherein about the upper half of the stone in the region of the side surfaces 14 is free of contact cam 15.
- the depth of the contact cam 15 increases approximately at half the height of the side surfaces 14 continuously up to the level of the bottom 13 of the blocks 10 to. In this way, the load transfer in the upper region of the joint 17 is not disturbed by the contact cam 15. Since the contact cams 15 also cover a total of only a very small area of the side surface 14, the load transfer via the joint filling material 18 in the lower region of the joint 17 is only marginally impaired.
- contact cam 15 can be arranged according to the desired laying pattern of the blocks 10, 11 within the soil cover in other relative position.
- the contact cam 15 have a contact surface 19, for abutment with adjacent molded blocks 10 or their contact cam 15.
- the contact surface 19 is in the embodiment of FIG. 1 to 4 in the lower region of the contact cam 15, namely in the region of the largest Cross-sectional dimension or depth transverse to the joint direction. Only in area contact surface 19 are the contact cam 15 against each other. In the embodiment of FIGS. 1 to 4, a linear contact surface 19 is given.
- the contact surface 19 extends on the one hand horizontally oriented and in the plane of the bottom 13 of the blocks 10.
- the contact cam 15 results in a harmonious joint image, since the contact cam 15 due to their size and location after filling the joint 17 between the blocks 10, 11 are no longer visible to the viewer.
- the depth of the contact cam 15 corresponds approximately to half of the nominal joint width between adjacent molded bricks 10. In the event that the contact cam 15 are determined to rest on opposite side surfaces 14 adjacent mold blocks 10, the contact cam 15 can also correspond in terms of depth of the nominal joint width ,
- the alternative embodiment shown in Fig. 5 and 6 differs from the first embodiment shown in FIG. 1 to 4 only by the shape of the contact cam 16th
- the contact cams 16 have a vertically directed contact surface 19.
- the contact cams 16 are formed in plan view converging to the center of the joint 17.
- the contact cam 16 consist of two sections, namely a first plate-like portion which is web-like directly on the side surface 14 and a support portion formed thereon, which tapers into the actual contact surface 19.
- the contact cam 16 correspond to the embodiment described above.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
Description
Claims
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE200610051938 DE102006051938A1 (de) | 2006-11-01 | 2006-11-01 | Erdreichabdeckung aus Formsteinen |
PCT/EP2007/009358 WO2008052725A1 (de) | 2006-11-01 | 2007-10-29 | Erdreichabdeckung aus formsteinen |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2084327A1 true EP2084327A1 (de) | 2009-08-05 |
EP2084327B1 EP2084327B1 (de) | 2015-10-14 |
Family
ID=39030803
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP07819400.8A Not-in-force EP2084327B1 (de) | 2006-11-01 | 2007-10-29 | Erdreichabdeckung aus formsteinen |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP2084327B1 (de) |
DE (1) | DE102006051938A1 (de) |
WO (1) | WO2008052725A1 (de) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112281575A (zh) * | 2020-10-26 | 2021-01-29 | 天津鑫路桥建设工程有限公司 | 一种预制式临时道路及修建方法 |
Family Cites Families (15)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE675776C (de) * | 1934-06-01 | 1939-05-17 | Randolf Menzel | Strassenpflaster aus Natur- oder Kunststeinen |
DK137812B (da) * | 1971-07-28 | 1978-05-08 | Karna Jakobsen | Belægningsstensæt. |
NL8401552A (nl) * | 1984-05-14 | 1985-12-02 | Den Bosch Beton Bouwmaterialen | Straatklinker. |
DE8700821U1 (de) * | 1987-01-19 | 1987-05-14 | Gebr. Greiner GmbH,Betonsteinwerk, 7441 Neckartailfingen | Rasenpflasterstein |
DE9302191U1 (de) * | 1993-02-16 | 1993-04-08 | Kronimus AG, 7557 Iffezheim | Pflasterstein in polygoner, insbesondere rechteckiger Form |
DE9311056U1 (de) * | 1993-07-23 | 1993-11-04 | Betonwerke Munderkingen Reinschütz GmbH, 89597 Munderkingen | Rasenpflasterstein |
DE29510837U1 (de) * | 1995-07-04 | 1995-09-14 | E. Schwenk Zementwerke KG, 89077 Ulm | Verbundplatte |
DE19537823A1 (de) * | 1995-10-11 | 1997-04-17 | Fiege & Bertoli Gmbh & Co Kg | Pflastersteinverband und Pflasterstein zur Verwendung in diesem |
DE29720206U1 (de) * | 1997-11-14 | 1998-01-02 | Betonwerk Kwade GmbH & Co. KG, 48465 Schüttorf | Formstein aus Beton für Pflasterungen |
CN100402750C (zh) * | 1998-08-17 | 2008-07-16 | 罗尔夫·沙伊威勒 | 铺路石 |
DE59904443D1 (de) * | 1999-03-15 | 2003-04-10 | Kombilith Gmbh Entwicklung & Verwertung | Kunststein für Pflasterzwecke |
AT408001B (de) | 1999-11-17 | 2001-08-27 | Peneder Christian | Betonstein zum befestigen einer befahrbaren fläche |
DE20109608U1 (de) * | 2001-06-08 | 2001-12-06 | Fiege & Bertoli Gmbh & Co. Kg, 41541 Dormagen | Kunststein für Pflasterzwecke |
DE20201877U1 (de) * | 2002-02-07 | 2002-05-29 | Kombilith GmbH Entwicklung und Verwertung, 40213 Düsseldorf | Kunststein für Pflasterzwecke |
FR2841915B1 (fr) * | 2002-07-08 | 2008-06-20 | Bock Heinrich Et Cie Ets | Pave en beton autobloquant |
-
2006
- 2006-11-01 DE DE200610051938 patent/DE102006051938A1/de not_active Ceased
-
2007
- 2007-10-29 WO PCT/EP2007/009358 patent/WO2008052725A1/de active Application Filing
- 2007-10-29 EP EP07819400.8A patent/EP2084327B1/de not_active Not-in-force
Non-Patent Citations (1)
Title |
---|
See references of WO2008052725A1 * |
Also Published As
Publication number | Publication date |
---|---|
WO2008052725A1 (de) | 2008-05-08 |
DE102006051938A1 (de) | 2008-05-08 |
EP2084327B1 (de) | 2015-10-14 |
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