WO2011136401A1 - Panneau de construction à éléments et support mural - Google Patents

Panneau de construction à éléments et support mural Download PDF

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Publication number
WO2011136401A1
WO2011136401A1 PCT/KR2010/002613 KR2010002613W WO2011136401A1 WO 2011136401 A1 WO2011136401 A1 WO 2011136401A1 KR 2010002613 W KR2010002613 W KR 2010002613W WO 2011136401 A1 WO2011136401 A1 WO 2011136401A1
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WO
WIPO (PCT)
Prior art keywords
outer plate
binding
building panel
wall
insulating material
Prior art date
Application number
PCT/KR2010/002613
Other languages
English (en)
Korean (ko)
Inventor
조정태
Original Assignee
Cho Jeong-Tae
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 Cho Jeong-Tae filed Critical Cho Jeong-Tae
Priority to PCT/KR2010/002613 priority Critical patent/WO2011136401A1/fr
Publication of WO2011136401A1 publication Critical patent/WO2011136401A1/fr

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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
    • E04C2/044—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 of concrete
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8647—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties going through the forms
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8658—Walls made by casting, pouring, or tamping in situ made in permanent forms using wire netting, a lattice or the like as form leaves
    • 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
    • E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups

Definitions

  • the present invention relates to a prefabricated building panel, and more particularly, to form an inner and an outer plate body inside and outside of a heat insulating material in which a plurality of binding holes are formed for the inside, outside wall or retaining wall construction of the building, and the heat insulating material and the inside and outside plate bodies. It is related to the prefabricated building panel that is installed on the inner and outer walls of the building and the retaining wall subjected to a large load by simply assembling and connecting the panel and the panel when assembling the wall.
  • the present invention also relates to a wall block which can be stacked by inserting the insertion protrusion into the insertion groove in a continuous manner.
  • the prefabricated panel is configured by filling the heat insulating material inside to correspond to the symmetrical plate body on both sides in order to configure the inner and outer walls of the building.
  • a prefabricated panel is also called a sandwich panel, it is light in weight and can be easily assembled.
  • Such a prefabricated panel is used as an exterior wall of a structure such as a building or a storage warehouse because of excellent heat insulation as well as moisture prevention and sound insulation.
  • Figure 1 shows a coupling structure of a conventional prefabricated panel was proposed in the Republic of Korea Utility Model Registration (2004.01.16 notification, registered 20-0338697) as a preliminary design, look at its configuration formed on the inside and outside at regular intervals
  • the heat insulating material 20, 20 ' is filled in the metal outer plates 10 and 10' which are made of metal, and the coupling parts 30 and the coupling grooves 40 having the close contact parts 30b and 40b are respectively formed at both ends.
  • the intermediate point of the coupling protrusion 30 is formed in the trapezoidal groove portion (30a) by a predetermined width inwardly to round both sides of the coupling protrusion 30 in a semi-circular shape, the middle of the coupling groove portion 40
  • a prefabricated panel ' which is formed by engaging the protrusion 40a so as to fit into the groove 30a formed in the coupling protrusion 30.
  • the prefabricated panel of such a structure could be economically and easily installed in the interior and exterior walls of the building, but in the construction of the interior, exterior wall or retaining wall proposed by the present invention, the structure is constructed only by insulated and filled with the metal outer plate. Not only does not hold firmly, there was a problem that can not withstand the weight of a large external force.
  • a prefabricated wall having a structure in which a heat insulating material (Styrofoam) is filled inside and a thin metal steel sheet is attached to both sides thereof is formed to build a structure or used as an outer wall when constructing a retaining wall. That is, the conventional wall forms an insertion portion on one side of the panel, forms a protrusion on the other side of the panel, and then inserts the protrusion of another panel on one panel insertion part to sequentially assemble the wall.
  • the method of assembling the wall using the conventional prefabricated panel is easy to assemble, but the insulation formed by filling the inside of the front metal plate and the rear metal plate alone does not firmly support the structure, and when constructing the retaining wall. There was a problem that can not bear the weight of a large external force.
  • the registered patent publication (2008.08.26 publication, 10-0854578 registration) is provided with a pile insertion groove continuous circular pipe shape by a predetermined depth so as to enable rotation, and is prescribed in the normal direction from the outer surface of the pile insertion groove.
  • the buried pile-shaped buried pile is formed on the ground by using a rotatable holder having a length corresponding to two side by side at a predetermined interval and including a wall block insertion groove which is continuous by twice the depth of the file insertion groove.
  • two rotary holders per one pile are symmetrically stacked in the vertical direction and connected by sliding fitting along the outer surface of the pile, and two continuous pieces are installed at predetermined intervals in the longitudinal direction of the wall.
  • the rotation of the first embedded pile is rotated by rotating each of the rotary holders fitted in the pile about the cross-sectional center of the pile insertion groove of the embedded pile.
  • the type wall mount slot is adjusted so that the wall block insertion groove of the second buried pile can face the wall block insertion groove of the second buried pile so that the precast wall block slides up and down along the two wall block insertion grooves facing each other. It is proposed to install the method, characterized in that the insertion is inserted.
  • the installation method with the structure of the wall block and the fixing rod and the embedded pile there is an advantage in that it is possible to simply complete the wall by continuously stacking the integrated wall block by omitting the conventional site-casting process of the reinforced concrete structure.
  • the conventional installation method of the wall block and the structure of each fixture and the buried pile is a complicated process of embedding the buried pile in the field, and the assembly of each of the fixtures into the buried pile as well as the wall block.
  • the combined configuration of the wall was weak and the loadability was only applicable to the wall construction of the structure.
  • the wall block can be bent when laminated by assembling the wall block and the wall structure of the same structure continuously, even if the finishing material between the wall block and the block block there is a problem that the waterproofness of the wall is inferior.
  • the present invention is to solve the above problems, and to form the inner and outer plate body in and out of the heat insulating material formed with a plurality of binding holes for the interior, exterior wall or retaining wall construction of the prefabricated building, the heat insulating material and the through hole
  • the panel and panel can be easily assembled and connected when assembling the wall and used to construct the retaining wall that is subjected to a large load with the inner and outer walls of the building.
  • the prefabricated building panel of the present invention is integrally assembled in the field to fill the cement mortar into the partitioned internal space of the panel at once to prevent the cracking of the cement (Crack) There is this.
  • the present invention is to solve the problems as described above, the wall block of the present invention is integrally combined in the factory to make a strong and load-resistant, in particular formed on the upper surface of the insertion projection formed in the wall block transversely
  • the wall blocks of the same structure are continuously stacked on the H-beam by the fitting pins formed with grooves at predetermined intervals, and the retaining walls can be constructed as well as the inner and outer walls of the structure. And it aims to provide wall block for easy loadability and workability.
  • the prefabricated building panel of the present invention comprises a prefabricated building panel, the insulating material having a certain thickness and formed with a plurality of binding holes; An inner and outer plate body having at least one outward protrusion on the outer surface and a binding reinforcement hole formed on the inner and outer surface of the heat insulating material, the metal lath being attached to the outer side of the outward protrusion;
  • Each bolt connector is fitted into the binding hole formed in the heat insulating material, and fitted into each through hole formed in the inner and outer plate body;
  • a binding line which is partitioned by each of the fastened bolt connectors to bind reinforcing bars into spaces formed in the inner and outer plate bodies; And insertion grooves formed in the upper and lower end portions of the inner and outer plate bodies. It characterized in that the coupling configuration.
  • Each metal lath attached to the outer side of the outward protrusion formed on at least one outer surface of the inner and outer plate bodies is continuously bonded together with each metal lath formed in the same structure as the inner and outer plate bodies. Is fastened.
  • the through-holes formed in the inner and outer plate body can be fitted by rivet connectors, and also fixed by spot welding the wire mesh connector.
  • the wall block of the present invention has a predetermined thickness and a heat insulating material in which a plurality of binding balls are formed;
  • An inner and outer plate body having one or more outward protrusions on the outer surface and a binding reinforcing sphere formed on the inner and outer surfaces of the heat insulating material, the metal lath being attached to the outer side of the outward protrusion, and a through hole being formed;
  • a binding line for binding the reinforcing bar positioned to cross the connector and the connector;
  • the insertion protrusion is formed in the upper portion and the corresponding insertion groove is formed in the lower portion, the upper and lower grooves and the fitting pin is inserted into the waterproof urethane rod Cement mortar in which the fitting groove to be inserted is formed.
  • the prefabricated building panel of the present invention is a prefabricated building panel used for interior and exterior wall construction or retaining wall construction of a building, and can easily assemble the insertion protrusion into an insertion groove formed in the prefabricated building panel, It has the effect of heat insulation, moisture prevention and waterproofing.
  • cement mortar is filled into the partitioned inner space of the prefabricated building panel at once, so that cement is integrated to minimize cracks. Construction stability is effective.
  • the present invention has the effect of having strength and loadability to support the structure used in the interior, exterior wall construction of the building or the retaining wall construction subjected to a large load.
  • the wall block of the present invention is manufactured by integrally combined configuration in the factory, the same structure by each fitting pin formed at a predetermined interval with the groove formed transversely in the upper surface portion of the insertion projection formed in the wall block when building the wall in the field
  • the continuous wall blocks are made of H-beams, which are easily assembled by the fitting pins, thereby making it easy to work and ensure stability, and the urethane members (rods) are fitted in the grooves to have waterproof effects.
  • the wall block of the present invention can be a retaining wall construction that is subjected to a large load, as well as the inner and outer walls of the structure, there is an effect that the construction and the retaining wall has a construction stability.
  • FIG. 1 is a schematic cross-sectional view of a conventional prefabricated panel.
  • FIG. 2 is a schematic perspective view of a prefabricated panel according to the present invention.
  • FIG. 3 is a longitudinal sectional view of the prefabricated panel shown in FIG.
  • Figure 4 is an illustration of a continuous assembled state of the prefabricated panel according to the present invention.
  • Figure 5 is a state diagram shown by fastening each metal lath with a c-shaped ring of Figure 4 'A'.
  • FIG. 6 is a schematic cross-sectional view of another embodiment of FIG. 5, in which a plurality of joints formed at the periphery of each metal lath are abutted to each other and fixedly bonded by spot welding.
  • Figure 7 is a longitudinal cross-sectional view of the state shown by fitting into the rivet connector according to the embodiment of the present invention.
  • Figure 8 is a longitudinal cross-sectional view of the state shown by fitting into the wire mesh connector as another embodiment according to the present invention.
  • FIG. 9 is a perspective view showing a wall block according to the present invention.
  • FIG. 10 is a longitudinal sectional view of the wall block shown in FIG. 9;
  • FIG. 11 is a view illustrating a state in which the wall block of the present invention is continuously assembled.
  • FIG. 12 is a plan view of the wall block of the present invention fitted with the fitting space formed in the H-beam.
  • 13 to 15 is a state in which the wall block of the present invention is laminated by successively fitting from the top to the bottom of the fitting space portion formed in the H-beam.
  • binding reinforcement sphere 25 metal lath 28: internal space
  • Figure 2 is a schematic perspective view of a prefabricated panel according to the present invention
  • Figure 3 is a longitudinal cross-sectional view of the prefabricated panel shown in Figure 2
  • Figure 4 is a continuous assembly state of the prefabricated panel according to the present invention
  • Figure 5 ' This is a state diagram where each metal lath is fastened with a c-shaped ring of A 'part.
  • the present invention is provided with a heat insulating material 10 having a predetermined thickness, at least one outward projection 22 and the inside, the outer surface in the inner, outer direction of the heat insulating material (10)
  • the binding reinforcing hole 24 is formed, and the inner and outer plate bodies 20 and 20a having the metal lath 25 (Metal Lath) are attached to the outer side of the outward protrusion 22.
  • Each bolt connector 30 is fitted into each through hole 21 formed in the inner and outer plate bodies 20 and 20a, and the inner and outer plate bodies 20 are partitioned by the bolted connector 30 which is fitted.
  • Reinforcing bar 40 is inserted into the inner space portion 28 of the 20a, and bound by the binding line 40, and the insertion protrusions 50 are formed on the inner and outer plate bodies 20 and 20a.
  • the lower part of the outer plate body is a prefabricated building panel coupled to form an insertion groove (60).
  • one or more outward projections 22 on the outer surface and the inner plate body 20 having the binding reinforcing holes 24 formed on the inner and outer surfaces thereof symmetrically correspond to each other so that the insertion projections 50 on the upper side and the insertion groove 60 on the lower side.
  • One or more outward projections 22 are formed on the outer surfaces of the inner and outer plate bodies 20 and 20a.
  • binding reinforcing holes 24 are formed on the inner and outer surfaces of the inner and outer plate bodies 20 and 20a, and are formed to be bent by partitioning the edges, and are constantly fixed between the outward protrusions 22 and the outward protrusions 22. Is formed.
  • the binding reinforcing hole 24 is formed to be smaller than the height of the outward protrusion 22, and when the cement mortar 62 is filled to increase the binding with the cement mortar 62 is formed a strong inner and outer walls.
  • the metal lath 25 is spot welded to the outward protrusions 22 formed on the outer surfaces of the inner and outer plate bodies 20 and 20a.
  • the lower end of the metal lath 25 is located on the same line as the lower end of the inner and outer plate bodies 20 and 20a, and the upper end of the metal lath 25 is formed to be shorter than the lower end of the insertion protrusion 50. Assembly was facilitated. At this time, the length of the metal lath 25 is not limited to the production, it may be used to adjust to the required length during assembly.
  • Prefabricated panel (1) of the present invention is a heat insulating material 10 (urethane member and liquid insulation of a certain thickness so that moisture and water does not penetrate into the inner center of the inner and outer plates (20, 20a) in order to increase the rigidity and loadability Foamed material).
  • the heat insulating material 10 is provided with a plurality of coupling holes 12 are fixed to each bolt connector 30 is fitted.
  • Each bolt connector 30 fitted into the binding hole 12 formed in the heat insulator 10 is fixed to the bolt connector 30 and the heat insulator by fitting the washer 44 in a zigzag fashion for every bolt connector 30. It was made to fix (10) more firmly.
  • both ends of the bolt connector 30 fitted to the heat insulator 10 are screwed to form a threaded bolt coupling into the through-hole 21 formed on the inner surface of the inner and outer plate bodies 20 and 20a. It is fastened with the nut N from the outer side of the outer plate bodies 20 and 20a.
  • the inner and outer spaces 28 fixed to the inside of the inner and outer plate bodies 20 and 20a are partitioned in the panel, and reinforcing bars 42 having a predetermined diameter are horizontally fitted.
  • the reinforcing bar 42 is firmly bound by each bolt connector 30 and the binding line 40, the prefabricated building panel (1) is coupled.
  • the combined upper and lower plate portions 20 and 20a of the coupling protrusions 50 are formed at the upper portion, and the insertion groove 60 is formed at the lower portion thereof.
  • the inserting protrusions 50 and the inserting grooves 60 formed on the upper and lower portions of the inner and outer plate bodies 20 and 20a are fitted with the prefabricated building panel 1 in the process of completing the wall during assembly.
  • Prefabricated panel (1) of the same structure as in (1) was fixed by fixing the piece 55 to the insertion protrusion 50 and the insertion groove 60 to be fitted together when assembled together.
  • a wall (not shown) is completed by continuously assembling and stacking the prefabricated building panel 1 of the present invention, which is coupled and configured.
  • each metal lath (25) attached to the spot welded to the outward projection 22 formed in at least one on the outer surface of the inner, outer plate body (20, 20a) is panel assembly Since each other does not touch each other as shown in Figure 5, in order to eliminate the occurrence of cracks in the cement mortar 62, the mutual fastening is provided by spot fastening with a separate 'c' shaped ring 26 is fastened.
  • FIG. 6 shows another embodiment in which the metal las are fixedly coupled to each other, and a plurality of joints 27 are formed at a predetermined interval at a circumference of each metal lath 25 to assemble a prefabricated building panel.
  • Each metal lath 25 is firmly fixed by spot welding by making the joints 27 abut each other.
  • FIG 7 is a longitudinal cross-sectional view of the state shown by fitting into rivets as an embodiment of the present invention, the same coupling configuration as the prefabricated building panel (1) of the present invention described above
  • the rivet connector 30a is fitted into the through-hole 21 formed in the inner surface of the inner and outer plate bodies 20 and 20a so as to be fitted into the bolt connector 30 by being replaced with the rivet connector 30a.
  • the fitting grooves 32 formed at both ends of the outside are firmly fitted with fasteners 34 from the outside.
  • Figure 8 is a longitudinal cross-sectional view of a state shown by fixed installation with a wire mesh connector as another embodiment according to the present invention, the same as the prefabricated building panel (1) of the present invention, but the bolt connector 30 Spot welded to the wire mesh connector 30b in the through hole 21 formed in the inner surface of the inner and outer plate bodies 20 and 20a so as to be replaced with the fitting is firmly installed.
  • Prefabricated building panel (1) of the present invention as described above is a prefabricated panel (1) of the present invention assembled with a fastening bolt by a skeleton wall (not shown) already assembled at the time of construction of the inner wall, outer wall or retaining wall is shown in Figure 3 As shown in, the plurality of prefabricated building panel 1 is assembled by inserting the insertion protrusion 50 in the insertion groove 60 by stacking continuously.
  • the interior space portion 28 of the prefabricated building panel 1 assembled as described above is filled with a cement mortar 62 to complete a strong and load-resistant wall.
  • the present invention is not limited only at the time of construction of the building, it is possible to be installed in a large retaining wall, such as a solid and load-required. Therefore, by using the prefabricated building panel 1 of the present invention to be used for the construction of the inner and outer walls, it is possible to simplify the assembly during construction, as well as improve the robustness and loadability, thereby achieving construction stability.
  • FIG. 9 is a perspective view showing a wall block according to the present invention
  • FIG. 10 is a vertical cross-sectional view of the wall block of FIG. 9
  • FIG. 11 is a view illustrating a state in which the wall block of the present invention is continuously assembled
  • FIG. It is a top view of the wall block inserted in the fitting space part formed in the H type beam.
  • the wall block 1 'of the present invention includes a heat insulating material 10 " (urethane member) having a predetermined thickness and formed with a plurality of binding holes 12'.
  • One or more outward projections 22 'and outer and outer reinforcing projections 22' are formed on the outer surface at predetermined intervals in and out of the heat insulator 10 " Inner and outer plate bodies 20 " and 20a 'to which the lath 25' and metal lath are spot-welded are attached.
  • a binding reinforcement sphere 24 ' is formed between the outward protrusion 22' and the outward protrusion 22 'formed on the outer surfaces of the inner and outer plate bodies 20 ′′ and 20a ′, and thus, cement mortar 50 is formed. ′) During filling, the inner and outer plate bodies 20 ′′ and 20a ′ are more firmly bound.
  • the heat insulator 10 ′′ and the inner and outer plates 20 ′′ and 20a ′ provided as described above are fastened by the connector 30 ', specifically, the binding balls 12 of the heat insulator 10 ′′ are first provided. ′) And the connector 30 ′ is inserted into the connector 30 ′, and the connector 30 ′ is inserted into the through hole 21 ′ formed in at least one of the inner and outer plate bodies 20 ′′ and 20 a ′. Fix the nut (N ') to the end of the connector (30') on the outer side of 20 ", 20a '.
  • the reinforcing bar 36 ' is inserted into the space portion sa formed in the inner and outer plate bodies 20 ′′ and 20a' by the connector 30 'in the transverse direction (ground direction in FIG. 10).
  • the bar 36 ' is positioned in the direction crossing the connector 30' and is firmly bound to each other with the connector 30 'and the tie line 40'.
  • each connector 30 ' was fixed in a zigzag fashion to ensure that the coupling of each connector 30' and the heat insulator 10 ′′ was fixed.
  • Cement mortar 50 ' is filled into the inner space sa between the inner and outer plates 20 ′′ and 20a ′ and the heat insulating material 10 ′′, and the inner and outer plates 20 ′′ and 20a ′ are respectively filled.
  • the cement mortar layer 50a ' is also formed on the outside, and the cement mortar 50a' is filled into the space S 'between the inner and outer plates 20 ′′ and 20a ′ and the metal lath 25'. .
  • An insertion protrusion 60 ' is formed at an upper portion of the cement mortar 50', and an insertion groove portion 70 'is formed at a lower portion thereof.
  • the upper and lower surfaces of the cement mortar 50 ' are formed with grooves 62' and 62a 'into which the waterproof urethane rod 65' is inserted and a fitting groove 72 'into which the fitting pin 64' is inserted.
  • the wall blocks 1 ′ of the present invention formed integrally as described above are fitted and stacked on H-beams 80 ′ and beams corresponding to each other.
  • the present invention forms an insertion protrusion (60 ') in the upper portion of the wall block (1'), the insertion groove portion (70 ') is formed in the lower portion by the continuous assembly in laminating the wall block (1') of the same structure This is possible.
  • the wall block 1 'of the present invention is configured to press and fix each inclined ground (not shown) to each other by pressing each of the H-shaped beams 80' to the ground compacted by the excavation work. Thereafter, the foundation concrete 130 'is cured at a predetermined height and is fixedly fitted by fitting from the upper portion to the lower portion of the fitting space portion 82' of the H-shaped beam 80 'fixed to the ground.
  • the wall block 1 'of the present invention is continuously fitted and one wall block 1' is fixed as described above, the wall block 1 'of the same structure is assembled.
  • the waterproof urethane rod 65 ' is inserted into the groove 62' formed on the upper surface of the insertion protrusion 60 'formed at the upper portion of the wall block 1' which is fixed to the first fitting, and the groove (
  • Each of the fitting pins 64 'formed at a predetermined distance from 62' is continuously assembled by fitting and fixing with fitting grooves 72 'formed in the lower insertion groove portion 70' of the wall block 1 'of the same structure.
  • the wall block 1 'of the present invention is stacked on the H-beam 80' to be a rigid and load-resistant wall 90 '.
  • the wall block 1 'of the present invention is used for wall construction, thereby simplifying assembling during construction and improving robustness and loadability, thereby achieving construction stability.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Building Environments (AREA)

Abstract

La présente invention concerne un panneau de construction à éléments, dans lequel une ou des protubérances sont formée(s) sur la face intérieure de celui-ci et des accessoires d'accouplement sont formés sur la face intérieure et extérieure de celui-ci. Des plaques intérieures avec des lattes fixées aux protubérances faisant saillie vers l'extérieur sont disposées symétriquement pour former une partie de protubérance d'insertion à la face supérieure de celles-ci et un évidement d'insertion à la face inférieure de celles-ci. Un élément d'isolation présentant des orifices d'accouplement est formé au centre de l'espace intérieur entre les plaques intérieures et les plaques extérieures, des connexions à boulon étant ajustées et fixées dans les orifices d'accouplement formés dans l'élément d'isolation, et les deux extrémités des connexions à boulons sont ajustées et reliées aux trous traversants formés dans les plaques intérieures et extérieures. Par conséquent, le panneau de construction à éléments est construit sur les murs intérieurs et extérieurs d'un immeuble et sur un mur de soutènement qui est soumis à des charges considérables pour assurer la robustesse et une capacité porteuse pour le support d'une structure. En outre, selon la présente invention, après la formation d'un mur par l'assemblage successif de panneaux de construction à éléments au niveau du chantier de construction, l'espace intérieur cloisonné des panneaux de construction à éléments est rempli de mortier de ciment en un procédé unique, réalisant ainsi la construction de murs intérieurs et extérieurs résistants aux fissures et assurant la stabilité dans la construction d'un mur de soutènement.
PCT/KR2010/002613 2010-04-26 2010-04-26 Panneau de construction à éléments et support mural WO2011136401A1 (fr)

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PCT/KR2010/002613 WO2011136401A1 (fr) 2010-04-26 2010-04-26 Panneau de construction à éléments et support mural

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PCT/KR2010/002613 WO2011136401A1 (fr) 2010-04-26 2010-04-26 Panneau de construction à éléments et support mural

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108678269A (zh) * 2018-04-20 2018-10-19 同济大学 一种木-混凝土组合构件
CN110029758A (zh) * 2019-05-17 2019-07-19 李海山 一种空腔聚苯墙体模块
CN111764585A (zh) * 2020-06-30 2020-10-13 赵德新 一种具有保温功能的装配式建筑墙体
CN113882549A (zh) * 2021-09-03 2022-01-04 广州瑞华建筑设计院有限公司 一种节能型装配式建筑墙体

Citations (4)

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JPH09158356A (ja) * 1995-12-07 1997-06-17 Ig Tech Res Inc 建築用パネル
KR20000002292A (ko) * 1998-06-18 2000-01-15 김충엽 철근콘크리트 구조물용 복합판넬 및 이를 이용한 지하이중벽처리공법
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