EP1186724A1 - Maçonnerie - Google Patents

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Publication number
EP1186724A1
EP1186724A1 EP01118372A EP01118372A EP1186724A1 EP 1186724 A1 EP1186724 A1 EP 1186724A1 EP 01118372 A EP01118372 A EP 01118372A EP 01118372 A EP01118372 A EP 01118372A EP 1186724 A1 EP1186724 A1 EP 1186724A1
Authority
EP
European Patent Office
Prior art keywords
vertical
wall panel
reinforcement
masonry
vertical channel
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.)
Withdrawn
Application number
EP01118372A
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German (de)
English (en)
Inventor
Bernd Holert
Axel-Peter Welz
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.)
Octaplan Wandsysteme and Cokg GmbH
Original Assignee
Octaplan Wandsysteme and Cokg GmbH
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 Octaplan Wandsysteme and Cokg GmbH filed Critical Octaplan Wandsysteme and Cokg GmbH
Publication of EP1186724A1 publication Critical patent/EP1186724A1/fr
Withdrawn legal-status Critical Current

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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/041—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres composed of a number of smaller elements, e.g. bricks, also combined with a slab of hardenable material

Definitions

  • the invention relates to masonry, with at least two prefabricated blackboards, each several above the other arranged rows with building blocks, especially sand-lime bricks, have, with at least one between one another Modular rows of joints are roughly the entire length Reinforcing bars extending along these rows of blocks are provided are in the longitudinal slots of the building blocks provided there, wherein the reinforcing bars are at least partially of a mortar or adhesive layer are surrounded, and wherein at least one of the Wall panels on at least one of their faces opposite the Building blocks of the blackboard protruding through the reinforcing bars Has formed reinforcement loops, the loop openings are penetrated by at least one vertical rod, the Reinforcement loops and the vertical bar in mortar, concrete or the same potting compound are embedded.
  • Such masonry is known from DE 198 19 683 C1. It has several wall panels, each of which has a large number of building blocks arranged one above the other in horizontal rows. A bearing joint is provided between adjacent rows of building blocks in which a thin-bed mortar or adhesive layer is arranged. On their underside, the building blocks each have a continuous groove-like longitudinal slot, which is arranged approximately in the middle between the two longitudinal side surfaces of the building blocks. Two parallel reinforcement bars running parallel to each other are provided in the joints between adjacent rows of building blocks, which lie in the longitudinal slots and are partially surrounded by the thin-bed mortar or adhesive layer. At both ends of the wall panels, the reinforcement bars form an eyelet or loop, which protrudes from the front plane of the wall panel.
  • the prefabricated wall panels When assembling the masonry, the prefabricated wall panels are butted together, leaving a vertical joint between the facing end faces of the wall panels, in which the reinforcement loops of the two wall panels are arranged.
  • the wall panels are positioned so that the loop openings of these reinforcement loops are aligned one above the other.
  • a steel rod that penetrates the loop openings is then inserted vertically through the reinforcement loops.
  • the vertical joint is laterally sealed with a formwork and then filled with concrete or mortar.
  • the prefabricated blackboards have sufficient stability for transport to the installation site, so that the danger of a wall breakage is avoided if the blackboards are accidentally pushed against an obstacle when they are moved.
  • the stiffness of the masonry formed by the wall panels is only comparatively low, which is why the reinforcement provided in the masonry for supporting static loads acting on the masonry, such as a wind load on one in one attack the upper floor of a building located outer wall, is practically not suitable. It is also unfavorable that the assembly of the wall panel is still comparatively complicated, since the vertical joint located between the mutually facing end faces of the wall panels interconnected in the butt joint must be provided with a formwork before filling with concrete or mortar.
  • a major disadvantage of masonry is also that the wall panels are only intended for a butt joint connection, while they are not suitable for creating a rigid corner connection, as is required, for example, for a cellar wall that is exposed to the pressure of the soil.
  • the reinforcement loops of the adjacent wall panels cannot be made to coincide during assembly, so that the adjacent wall panels can then only be loosely connected to one another by a vertical mortar layer located between them.
  • cavities form in the longitudinal slots of the building blocks, which lead to bending or transverse forces acting on the wall panel being transmitted only incompletely to the reinforcing bars.
  • Both ends are the rebar to form a loop each bent into a U or hook shape, this loop with protrudes its free end on the face of the blackboard.
  • the prefabricated wall panels are used to assemble the masonry joined together in the butt joint, being between each other a vertical joint remains on the facing end faces of the wall panels, whose dimensions correspond approximately to those of the mortar pockets.
  • the wall panels are positioned so that in the vertical joint the reinforcement loops of the two wall panels with their loop openings are aligned one above the other.
  • the reinforcement loops are then vertical from above Steel rod penetrating the loop openings and then the vertical joint is laterally with a casing sealed and then filled with mortar.
  • the masonry has in addition to the disadvantages of the known from DE 198 19 683 C1
  • Masonry has the further disadvantage that it is in the area of relatively wide, located laterally between the building blocks Mortar bags have a lower pressure resistance than in Area of building blocks.
  • the bending stiffness of the Masonry only slight, because the U- or hook-shaped bent Reinforcement loops under bending stress at the free end of the Can loosen reinforcement bars from the anchoring in the masonry.
  • the blackboards Have vertical channels, which the blocks with a distance of whose side surfaces penetrate inside so that the reinforcement loops at least one blackboard with your loop openings in a vertical channel of an adjacent blackboard intervene that to do this to the reinforcement loop each neighboring building block of this blackboard at least one up extending from the reinforcement loop to the vertical channel has penetrated transverse opening, and that the at least one, the vertical rod penetrating the loop openings within the is arranged with the potting compound filled vertical channel.
  • the one in the Reinforcement contained in masonry not only fulfills the Task of constructive reinforcement that the prefabricated Blackboards the necessary when transported to the installation site Gives stability, so that the risk of wall breakage is avoided reinforcement is also suitable for support on the fully assembled wall static loads and can therefore be used when dimensioning the Masonry as a load-bearing part.
  • the Masonry can then be used as an outer wall on one of the upper floors of a building may be provided where there are those occurring wind forces (pressure and / or suction) can support well.
  • the reinforcement loops are placed inside the building blocks are, can be between the interconnected wall parts Correspondingly narrow joint may be provided, for example the can have the same width as that between the end faces two in a row next to each other arranged blocks of the blackboard, so that practically one homogeneous masonry that gives a along its entire length has high, uniform pressure resistance.
  • the blackboards can also be easily assembled, since after the positioning of the blackboards in the use position only the vertical rod is inserted into the vertical channel from above must, whereupon this immediately with concrete, mortar or the like Potting compound can be filled. An elaborate and complicated Attach a formwork at the junction of the blackboards is not necessary.
  • the one with the vertical channel or the Vertical channels connected transverse openings can be used in the Manufacture of the blackboards brought into the factory become.
  • the cross openings only when the wall parts are installed on site to introduce, for example by means of a suitable drilling or Saw or milling tool.
  • the Vertical channels in which no vertical bars are arranged too can be used as installation channels, for example for recording of electrical cables, water pipes, heating pipes, ventilation pipes, Hoses or the like. As a result, the assembly effort additionally reduced for the completion of the masonry.
  • the longitudinal central axis is expediently one of the between at least two reinforcing bars in a bed joint arranged spacing through vertical channel approximately in the vertical vertical plane of the blackboard in the direction of extension of the blackboard arranged.
  • the reinforcement bars then run on both sides of approximately in of the vertical wall panel longitudinal central plane Phase of the blackboard, creating an even greater bending stiffness is achieved.
  • At least one vertical channel is relative in this way to the reinforcement bars lying in at least one bed joint it is arranged that these reinforcing bars on the same side of the vertical channel and that with the vertical channel connected transverse opening (s) on the reinforcing bars opposite side of the vertical channel is (are).
  • the blackboards can then be angular, T-shaped or X-shaped with each other be connected.
  • the wall panels can be rigid Form a corner connection, which can even be part of a basement wall, because they are the pressure exerted by the earth on the wall and the resulting shear and bending forces can support.
  • the blackboards are each transverse to their plane of extension outer vertical channels on both sides of the reinforcement bar spaces and that these are preferably symmetrical to the vertical vertical plane of the blackboard are arranged.
  • the individual blackboards can then be mounted on different sides of the blackboard or on several sides of the blackboard simultaneously with one be connected to another blackboard.
  • the longitudinal slots on the top the blocks are arranged.
  • the block rows can then in the manufacture of the prefabricated blackboards be stacked on top of each other, each before application another layer of blocks in the longitudinal slots of the blocks the reinforcing bars inserted and then a mortar or Adhesive layer is applied to the building blocks.
  • a reverse approach is also conceivable, in which first apply the mortar or adhesive layer and then the Reinforcing bars are inserted into the longitudinal slots.
  • the mortar way The amount of adhesive can be measured so that the longitudinal slots completely with mortar or with Glue are filled and the reinforcement bars are thus complete are bordered with mortar or adhesive. Because the mortar or Glue flowing down by gravity will form of voids in the longitudinal slots when the mortar solidifies or glue avoided. Static attacking the building blocks or dynamic loads can be particularly good on the Reinforcing bars are transmitted.
  • the inner and / or outer vertical channels in are arranged in a grid that in the direction of extension of the rows of blocks oriented adjacent to each other juxtaposed inner and / or outer Vertical channels an integer fraction of the length of a full block corresponds, and that the building blocks of adjacent superimposed rows of blocks of the wall panels in Extension direction of the block rows by the grid spacing or an integer multiple of it is staggered are such that the sections passing through the building blocks the inner and / or outer vertical channels are aligned.
  • the blocks can then be layer by layer half the length of a full block offset in the direction of the block rows be arranged to each other, with at the ends of the rows of blocks if necessary, half blocks can be arranged, such that the end faces of the rows of blocks each in a common Vertical plane.
  • At least two blackboards be angled with each other are connected such that the reinforcement loops of a first Blackboard through on one of the flat sides of a second Wall panel provided transverse openings in a vertical channel this second wall panel intervene that the longitudinal central axis of this Vertical channel from one parallel to the one with the ends of the Reinforcement loops connected to the first wall panel Reinforcing bars in the middle between these vertical median planes is spaced and that the reinforcement loops opposite the vertical center plane laterally towards the vertical channel are cranked.
  • the blackboards can then also be in one layer are interconnected in which the vertical median plane between the reinforcing bars of a wall panel outside the by arranging the vertical channels of the other blackboard predetermined grid lies.
  • the recesses can then be used in the manufacture of the corner stones be molded in, thereby introducing transverse openings in the finished wall panels can be saved.
  • the lateral stones can be aligned accordingly Openings in the open-edged recesses when walling the wall panels in different directions with respect to the vertical Longitudinal median plane of the blackboard, depending on whether the blackboard for a butt joint or corner connection to another one to the left or right of the blackboard Blackboard is provided.
  • a masonry designated as a whole has 1 prefabricated wall panels 2, 2 'with a variety of building blocks 3 on.
  • Fig. 8 it can be seen that the blocks 3 in several superimposed rows of blocks are arranged and that each of these block rows, several blocks next to each other having.
  • the blocks 3 are arranged adjacent to one another Block rows are each half the length of a full block 3 offset in the direction of extension of the block rows arranged to each other.
  • the first and last building block 3 each second row of blocks is designed as a half stone, so that overall an approximately rectangular shape of the wall panels 2, 2 'results.
  • other embodiments are of course also possible conceivable in which, for example, the width of the Blackboard 2, 2 starting from a lower one to one above located row of blocks can take off.
  • Such blackboards 2, 2 ' can be arranged, for example, in the area of gable walls his.
  • the building blocks 3 large-scale lime sandstone, the cuboid are formed and for example a size of 50 x 50 cm can have.
  • the blocks 3 can have a on their end faces Have profiling or a labyrinth (Fig. 5). The profiling may have protrusions that extend from their foot can taper to the most protruding point.
  • the projections engage into a matching recess in the neighboring building block (Fig. 13).
  • the rows of blocks next to each other Arranged blocks 3 can also by one in between located forehead joint mortar be connected to each other.
  • a bearing joint 5 which as thin-bed mortar or Adhesive layer is formed.
  • the reinforcement bars 6 are in the thin-bed mortar or arranged and preferably completely of the adhesive surround. Because of the mortar or the adhesive Reinforcing bars 6 fixed in the longitudinal slots 4 and non-positively connected with the building blocks 3. Besides, they are Reinforcement bars 6 through the mortar or adhesive from corrosion protected.
  • the reinforcing bars 6 are preferably made of Reinforcing steel according to DIN 488 and can, for example Have a diameter of 6 to 8 mm.
  • the reinforcement bars 6 can but also consist of another suitable material.
  • the reinforcement bars 6 or their extensions are each laterally on one of the end faces from the wall panel 2, 2 ' led out and form reinforcement loops 7 there extend substantially in a horizontal plane.
  • the ends of the Reinforcement loops 7 each in one piece with one of the two Reinforcing bars 6 connected. This can be done, for example can be achieved that a rod - or wire - shaped reinforcement material in the manufacture of the wall panel 2, 2 'approximately U-shaped bent and then with its U-legs into the longitudinal slots 4 the building blocks 3 is inserted in such a way that the reinforcement loop 7 forming bent section laterally over the Module row survives.
  • the Vertical channels 8a, 8b through the interior of the blocks 3 and enforce them at a distance from their side faces 9.
  • Die Blocks 3 are arranged so that the one above the other Blocks 3 penetrating vertical channels 8a, 8b with each other align, so that there is a total of one over the entire Height of the blackboard 2, 2 'or the floor height extending vertical channel 8a, 8b results.
  • the mortar or the adhesive is so on the individual rows of blocks plotted that as little mortar as possible enters the vertical channels 8a, 8b.
  • the vertical channels are in the engagement area of the reinforcement loops 7 8a, 8b connected to transverse channels or transverse openings 10 by which the reinforcement loops 7 are passed through.
  • the Vertical channels 8a, 8b each have a vertical rod 11 arranged, which extends approximately over the entire height of the blackboard 2, 2 ' and the loop openings all in the vertical channel 8a, 8b of the reinforcement loops 7 engaging in the wall panel 2, 2 ' interspersed.
  • the vertical bars 11 are preferably made of Reinforcing steel and can for example have a diameter of 8 mm exhibit.
  • the vertical channel 8a, 8b is made of concrete, mortar or the like Potting compound 12 filled, the vertical bar 11 and the reinforcement loops 7 bounded.
  • the vertical rod 11 and the reinforcement loops 8 form-fitting with the building blocks 3 connected.
  • the reinforcement loops 6 and Vertical rod 11 through the potting compound 12 against the entry of Moisture and thus protected against corrosion.
  • 13 and 14 are the two each in the bed joints 5 lying reinforcement bars 6 transverse to Wall panel level arranged on both sides of the vertical channels 8.
  • a second wall panel 2 ' is adjacent to the transverse openings 10. arranged, which connects to the first wall panel 2 in the butt joint.
  • the second wall panel 2 ′ faces the first wall panel 2 facing the end of the reinforcement loops 7.
  • the reinforcement loops 7 grip with their Loop openings through the transverse openings 10 into the adjacent to it, which penetrates the reinforcement loops 7 Vertical channel 8a of the first wall panel 2 a.
  • Fig. 13 it can be seen that the on the end face of the second Blackboard 2 protruding reinforcement loops 7 each in the between the reinforcement bars 6 of a bed joint 5 of the first Wall panel 2 formed spaces are arranged.
  • the vertical channels 8a arranged approximately in the vertical middle plane of the wall panel are.
  • FIG. 2 it can be seen that the longitudinal central axis of the in Vertical channel 11 having vertical channel 28b from a center between the reinforcing bars 6 of a bed joint 5 of the second Wall panel 2 'located vertical center plane 13 is spaced and that the reinforcement loops 7 with respect to the vertical center plane 13 laterally to the vertical channel having the connecting rod 11 8b are bent.
  • This vertical median plane is shown in FIG 13 indicated by dashed lines.
  • FIG. 17 shows a further exemplary embodiment of a corner connection having masonry 1, in which at one Front of the individual wall panels 2 each through the reinforcement bars 6 of the wall panel 2 reinforcement loops 7 provided are symmetrical to the vertical longitudinal median plane of the blackboard 2 are arranged. Adjacent to the other front of the Wall panel 2 are each on the flat side of wall panel 2 the number of reinforcement loops 7 corresponding to the wall panel 2 Number of transverse openings 10 arranged for the engagement of the Reinforcement loops 7 of the adjacent wall panel 2 are provided.
  • the outside of the wall panels 2 each have a paragraph that at Assembly of the wall panels 2, for example, by applying one with the outside of the wall panels 2 aligned mortar layer 14 balanced on the exposed end faces of the wall panels 2 can be.
  • FIG. 18 there are two wall panels 2 connected to form a wall connection in a T-shape. With these wall panels 2 each additional wall panels 2 are in the Butt joint connected, these additional wall panels 2 in 18 are only partially shown. It is clearly recognizable that the wall panels 2 at any, by the grid of Vertical channels 8a predetermined positions T-shaped or in the form of a Corner connection can be connected to each other. To do this only at the appropriate points for the intervention of the Reinforcement loops 7 provided transverse openings 10 in the Flat side (s) of the wall panels 2 are brought in, which is the factory during the manufacture of the wall panels 2 and / or during assembly Place can happen.
  • Fig. 3 it can be seen that between two on the same side of the reinforcement bars 6 located vertical channels 8b Reduction of the tube density of the blocks 3, one blind hole each 15 is provided.
  • the distance between the longitudinal central axis of the Blind hole 15 and the longitudinal central axes in the direction of extension of the module 3 adjacent vertical channels 8b corresponds to about a quarter of the length L of the block 3.
  • the distance between the longitudinal central axes to each other inner vertical channels 8a of module 3 each correspond to one Quarter of its length L.
  • the end face level of module 3 is one quarter each Length of the block 3.
  • the distance between the longitudinal central axis which is arranged adjacent to the end faces of the modules 3 inner vertical channels 8a and the levels of the concerned The end faces of the module 3 is one eighth of the Block length L.
  • the vertical channels 8a, 8b each have a circular cross section and that the diameter of the inner vertical channels 8a is smaller than the diameter of the outer vertical channels 8b.
  • the vertical channels 8a, 8b somewhat conical are and that the vertical channels 8a, 8b starting from the Tapered to the bottom of the blocks 3.
  • the first wall panel 2 has in the area of Corner connection one of the number of layers stacked on top of each other Corresponding number of masonry layers aligned one above the other arranged corner stones 16 with an approximately square plan.
  • the width of the corner stones 16 corresponds to the width of the rest Bricks 3.
  • the corner stones 16 have two on their top parallel grooves or slots 4, which the longitudinal slots 4 arranged in series with the corner stones Continue building blocks 3 of the first blackboard 2. In these grooves or slots 4 is in each case an end region in the between the rows of bricks located adjacent to each other Vertical joint 5 lying reinforcement bars 6 of the wall panel 2 arranged.
  • the corner stone 16 is in the middle of one of the side surfaces of the Eckstein 16 spaced vertical channel 8a penetrates.
  • the Vertical channel 8a runs in the bed joint 5 between the two reinforcement bars 6 lying in the bearing joint 5.
  • the corner stone 16 can have further vertical channels 8b have, preferably at the intersection of the through the straight extensions of the through the vertical channels 8a and / or 8b of the first wall panel with the straight rows Extensions through the vertical channels 8a and / or 8b of the second Wall panel formed rows are arranged.
  • this additional vertical channels 8a can also blind holes 15th be provided.
  • Fig. 12 it can be seen that the corner stones 16 on their undersides in each case a recess open to the edge of one of its side faces have, which forms the transverse opening 10 through which the Reinforcement loop 7 of the second wall panel 2 'with its loop opening engages in the vertical channel 8a of the corner stone 16.
  • Fig. 9 can be seen that in the vertical channel 8a of the corner stone a vertical rod 11 is arranged, the loop openings the reinforcement loops 7 penetrate.
  • a sealing compound 12 especially filled with concrete.
  • the Corner stones 16 can also be used in the manufacture of blackboard 2 180 ° with respect to their horizontal central axis Building blocks 3 of the blackboard 2 are connected. In this case the second wall panel 2 'is also 180 ° with respect to The central axis of the corner stones 16 is arranged offset.
  • the cornerstones 16 can be profiled on at least one side surface, have a labyrinth or toothing. Of course the side surfaces of the corner stones 16 can also be flat be trained.
  • the hoist points preferably a transport and assembly device with a Crossbeam on, straight extension over the blackboard the blackboard level is arranged.
  • Can on the crossbar a plurality of straps can be arranged which the wall panel 2 in loop around and reach under.
  • expansion anchors can be arranged in the position of use engage in the vertical channels 8a, 8b of the blackboard 2 and during the transportation of the blackboard 2 by means of a suitable spreading or tensioning device on the lowest component layer of the blackboard 2 braced against the inner wall of the vertical channels 8a, 8b or are clamped.
  • This type of attachment to the Wall panel 2 on a hoist is particularly advantageous viewed because they are easy to use the blackboard 2 allows.
  • first wall panel 2 After the first wall panel 2 is positioned at the installation site and in their location has been secured in a corresponding manner brought second wall panel 2 'to the installation site.
  • This blackboard 2 ' is positioned on the first wall panel 2 so that the Reinforcement loops 7 of the wall panel 2 'with their loop openings through the transverse openings 10 of the first wall panel 2 in the adjacent vertical channel 8a, 8b of the first wall panel 2 intervention.
  • the second wall panel 2 ' by means of the hoist lowered a bit and brought the final assembly position.
  • the vertical rod 11 In the vertical channel 8a, 8b of the first wall panel 2 is vertical from above, the vertical rod 11 inserted such that it Loop openings of the reinforcement loops 7 of the wall panel 2 ' interspersed. Then grout in the vertical channel 8a, 8b 12 filled in such a way that both the vertical channel 8a, 8b also the transverse openings 10 at the level of the bed joints 5 completely be filled with mortar.
  • One possibly at the junction assembly joint remaining between the wall panels 2, 2 ' is sealed with mortar, for example using a Pump can be pressed into the joint.
  • the assembly joint enables length compensation between two wall elements 2, 2 'or between a wall element 2, 2' and adjacent to it Cornerstones 16 (Fig. 9).
  • the blackboards can 2, 2 'and / or the corner stones 16 but also crunched.
  • the in further vertical channels 8a, 8b Wall panels 2, 2 'additionally introduced vertical rods 11 and corresponding vertical channels 8a, 8b with mortar or potting compound 12 can be filled.
  • the vertical bars 11 can optionally protrude with its upper end from the wall panel 2, 2 ' and there, for example, be angled by 90 ° to one Anchoring for an in-situ concrete ceiling to be applied to the masonry 1 to build. If necessary, additional wall panels 2 can be used the masonry 1 are connected.
  • Installation lines can be installed in one or more of the vertical ducts pulled in, such as pipes, cables and / or Hoses. Overall, this results in an easy to assemble rigid masonry 1, which is compared to a conventional Masonry, in which the building blocks are bricked up individually on site a significantly shorter construction time. Since the Wall panels 2, 2 'can be manufactured industrially, can Masonry 1 can be manufactured with greater precision than conventional masonry.
  • a masonry 1 at least has two prefabricated wall panels 2, 2 ', each several have rows of blocks arranged one above the other.
  • Rows of reinforcement bars 6 are arranged in there provided storage slots of the blocks 3 and in Direction of extension of the rows of blocks.
  • the blackboards 2, 2 ' have vertical channels 8a, 8b, which are the building blocks inside push through.
  • At least one of the wall panels 2, 2 'points to one their side faces opposite the building blocks 3 of the wall panel 2, 2 'protruding reinforcement loops formed by the reinforcing bars 6 7, each with its loop openings in one Intervene vertical channel 8a, 8b of an adjacent wall panel.
  • the Vertical channel 8a, 8b of the adjacent wall panel 2, 2 ' is for this connected to transverse openings 10 through which the reinforcing bars 7 engage in the vertical channel 8a, 8b.
  • the loop openings the reinforcing bars 7 are of at least one in the vertical channel 8a, 8b arranged vertical rod 11 passes through.
  • the Vertical channels 8a, 8b and the transverse openings 10 are with a Potting compound 12 filled.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Finishing Walls (AREA)
EP01118372A 2000-09-05 2001-07-27 Maçonnerie Withdrawn EP1186724A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE10043609 2000-09-05
DE2000143609 DE10043609C1 (de) 2000-09-05 2000-09-05 Mauerwerk

Publications (1)

Publication Number Publication Date
EP1186724A1 true EP1186724A1 (fr) 2002-03-13

Family

ID=7654979

Family Applications (1)

Application Number Title Priority Date Filing Date
EP01118372A Withdrawn EP1186724A1 (fr) 2000-09-05 2001-07-27 Maçonnerie

Country Status (2)

Country Link
EP (1) EP1186724A1 (fr)
DE (1) DE10043609C1 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101608503B (zh) * 2009-03-26 2011-10-05 云南奥斯通芬兰新型建材有限公司 建筑用空心墙板防治裂缝的方法
CN114658168A (zh) * 2022-04-11 2022-06-24 四川农业大学 一种轻质高强预制构造柱结构

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FI20021531A (fi) * 2002-08-28 2004-02-29 U H Rakennus Oy Muurausmenetelmä
WO2005005742A1 (fr) * 2003-07-10 2005-01-20 Agostino Di Trapani Procédé de construction d’un bâtiment
US10544583B2 (en) 2010-10-15 2020-01-28 Constructive, L.L.C. Prefabricated masonry walls
US20130205688A1 (en) * 2010-10-15 2013-08-15 Constructive, L.L.C. Prefabricated compound masonry units
US9926703B1 (en) 2010-10-15 2018-03-27 Constructive, Llc Prefabricated masonry wall panels
US9932737B1 (en) 2010-10-15 2018-04-03 Constructive , Llc Prefabricated masonry lintels
US20120090259A1 (en) * 2010-10-15 2012-04-19 Constructive, L.L.C. Prefabricated compound masonry units
FR2998598B1 (fr) * 2012-11-27 2016-01-01 Cellumat Nv Armature de liaison

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2520773A1 (de) * 1974-05-16 1975-11-27 Anton Brenner Verfahren zur herstellung von putz- bzw. verkleidungsschichten tragendem, gegebenenfalls armiertem mauerwerk
DE19819683C1 (de) 1998-05-02 2000-02-10 Lissmac Maschb & Diamantwerkz Verfahren zur Herstellung einer vorgefertigten Wandtafel und danach hergestellte Wandtafel

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2520773A1 (de) * 1974-05-16 1975-11-27 Anton Brenner Verfahren zur herstellung von putz- bzw. verkleidungsschichten tragendem, gegebenenfalls armiertem mauerwerk
DE19819683C1 (de) 1998-05-02 2000-02-10 Lissmac Maschb & Diamantwerkz Verfahren zur Herstellung einer vorgefertigten Wandtafel und danach hergestellte Wandtafel

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101608503B (zh) * 2009-03-26 2011-10-05 云南奥斯通芬兰新型建材有限公司 建筑用空心墙板防治裂缝的方法
CN114658168A (zh) * 2022-04-11 2022-06-24 四川农业大学 一种轻质高强预制构造柱结构
CN114658168B (zh) * 2022-04-11 2023-05-09 四川农业大学 一种轻质高强预制构造柱结构

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