WO2005010292A1 - Parpaing, panneau de construction elabore au moyen de ce parpaing et procede pour mouler un panneau de construction - Google Patents

Parpaing, panneau de construction elabore au moyen de ce parpaing et procede pour mouler un panneau de construction Download PDF

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Publication number
WO2005010292A1
WO2005010292A1 PCT/JP2004/010409 JP2004010409W WO2005010292A1 WO 2005010292 A1 WO2005010292 A1 WO 2005010292A1 JP 2004010409 W JP2004010409 W JP 2004010409W WO 2005010292 A1 WO2005010292 A1 WO 2005010292A1
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WO
WIPO (PCT)
Prior art keywords
building
block
tension
blocks
holes
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.)
Ceased
Application number
PCT/JP2004/010409
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English (en)
Japanese (ja)
Inventor
Mituo Nakamura
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.)
Tama Home Co Ltd
Original Assignee
Tama Home Co Ltd
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 Tama Home Co Ltd filed Critical Tama Home Co Ltd
Priority to EP04770873A priority Critical patent/EP1650372A1/fr
Priority to CA002530815A priority patent/CA2530815A1/fr
Priority to HK06113839.2A priority patent/HK1093088B/xx
Priority to JP2005512019A priority patent/JP4619290B2/ja
Priority to US10/563,798 priority patent/US20060156673A1/en
Publication of WO2005010292A1 publication Critical patent/WO2005010292A1/fr
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/04—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement
    • E04B5/043—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement having elongated hollow cores
    • 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
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/14—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element
    • 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
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/14—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element
    • E04B2/26—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element the walls being characterised by fillings in all cavities in order to form a wall construction
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/023—Separate connecting devices for prefabricated floor-slabs
    • 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
    • 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
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2002/0202—Details of connections
    • E04B2002/0243—Separate connectors or inserts, e.g. pegs, pins or keys
    • E04B2002/0254—Tie rods

Definitions

  • the present invention relates to a technology for constructing a planar structure such as a wall, a floor or a ceiling in a reinforced concrete building.
  • the stacked concrete block described in Patent Document 1 is constructed by connecting a plurality of blocks to each other by fitting a connecting pin member to a plurality of pipe members planted on the top and bottom surfaces of the block. , Walls and foundations.
  • Patent Document 2 discloses a method in which a large number of concrete blocks are laid out vertically and horizontally, and the joint surfaces of the concrete blocks are adhered with an adhesive and fixed. A steel bar for tension is inserted in place and tightened to form a block panel, and this block panel is built for a wall.
  • Patent Document 1 Japanese Utility Model Application Laid-Open No. 64-7618 (pages 5-9)
  • Patent Document 2 JP-A-55-39569 (pages 3-8)
  • the adhesive degrades or shrinks over time after the application, so that the joining portions of the blocks are separated, There may be gaps, resulting in poor durability.
  • the problem to be solved by the present invention is that a planar structure such as a wall or a floor of a building can be easily constructed in a relatively short period of time, and the durability of these planar structures can be improved.
  • the purpose is to provide a technology that can improve the performance.
  • the building block of the present invention is a building block capable of constructing a planar structure by arranging a plurality of planar surfaces by abutting the outer peripheral surfaces of the building blocks.
  • a plurality of through-holes formed to allow the members to pass through, and an outer peripheral surface intersecting the axial direction of the through-holes to dispose another tensioning member in a direction intersecting the tensioning member three-dimensionally. And a recess.
  • a plurality of building blocks are arranged in a plane such that the outer peripheral surfaces thereof are in contact with each other and the plurality of through holes communicate with each other.
  • the building blocks are pressure-bonded to each other by allowing the tension members to pass through and placing the tension members in the concave portions and generating tension in these tension members, a planar structure can be formed.
  • planar structure such as a wall, floor, or ceiling when constructing a building
  • planar structure such as a wall or floor of the building
  • the body can be easily built in a relatively short time.
  • the adjacent building blocks are crimped only by the tension members, the durability is excellent without the adhesive being deteriorated after construction.
  • the plurality of through-holes are arranged parallel to each other at a distance in the thickness direction of the block body or in a direction perpendicular to the thickness direction.
  • the block body can be firmly held by penetrating the tensioning member through these through holes, so that the strength when the planar structure is constructed is further improved. I do.
  • the block body itself can be reduced in weight and can have heat insulation.
  • a planar structure is constructed by arranging a plurality of the building blocks, it is possible to connect these cavities to each other in the plane direction, so that the weight of the planar structure is reduced. The heat insulation can be improved.
  • a plurality of the above-described building blocks are arranged in a plane such that the outer peripheral surfaces thereof are in contact with each other and a plurality of through holes communicate with each other.
  • the building blocks are formed by crimping the building blocks by passing tension members through the holes and arranging tension members in the recesses, and generating tension in these tension members.
  • planar structure such as a wall or floor of a building can be easily constructed in a relatively short period of time, and no adhesive is used. The durability of these planar structures is also improved.
  • this building panel it is desirable to provide a reaction force member for generating a tension on the tension member on the outer peripheral surface of the building block located at the peripheral edge portion.
  • tension can be accurately generated in the tension member, so that strength and durability are further improved.
  • a reaction force member is provided in a frame shape over the entire peripheral portion, the rigidity is increased, and the reaction force of the tension generated in the tensioning member can be dispersed and held over the entire peripheral portion. It is possible to prevent cracks caused by stress concentration.
  • a gap filler for dispersing stress is interposed between the building blocks that come into contact with each other.
  • a small gap existing between adjacent building blocks due to the manufacturing accuracy of the block is filled with the gap filler.
  • the compressive stress generated between the building blocks due to the pressure applied to the building blocks due to the tension of the tension members is evenly distributed by the gap filler existing between the adjacent building blocks.
  • the entire building block is transmitted between the adjacent building blocks, so that it is possible to prevent the building block from being cracked or broken due to the concentration of compressive stress.
  • a curable kneaded material or a material that can be deformed by press-fitting between building blocks can be used as the gap filling material.
  • the kneaded material having curability is a substance in a kneaded state at the start of use, and is subjected to a chemical reaction process such as evaporation of moisture or a solvent or a curing reaction, and is caused by a pressure force between building blocks.
  • a material that can be deformed by press-fitting between building blocks means that at least a part of the material conforms to the shape of the gap between the blocks when pressed while being sandwiched between the building blocks.
  • the gap filling material of such a material flows or deforms between adjacent building blocks due to a pressing force applied to the building blocks due to the tension of the tension member, and the building material is deformed. Since the gap existing between the building blocks is filled, the small gap between the building blocks can be almost eliminated. This allows the compressive stress generated between the building blocks to be evenly dispersed and transmitted by the gap filling material, so that cracks and cracks due to stress concentration can be eliminated.
  • These gap-filling materials are interposed between the building blocks that are in contact with each other by arranging a plurality of building blocks in a plane.
  • paper material for example, paperboard
  • metal material for example, steel plate
  • the dense structure refers to a structure in which there are no through holes or cavities other than the bolt insertion holes.
  • a plurality of construction blocks described above are arranged adjacent to each other with a gap filler for stress dispersion interposed between the outer peripheral surfaces thereof, and Placing the plurality of through-holes in communication with one another in a planar manner, passing through the plurality of through-holes a tensioning member and arranging the tensioning member in the recess, and applying tension to the tensioning member. And press-bonding the building blocks to each other.
  • a building panel suitable for a planar structure such as a wall or floor of a building can be easily formed in a relatively short period of time.
  • cracks and cracks due to stress concentration can be eliminated by interposing a gap filler, so that strength and durability can be further improved.
  • a linear or rod-shaped tensioning member is formed so as to be inserted therethrough.
  • the block itself can be reduced in weight and can have heat insulation.
  • a planar structure is constructed by arranging a plurality of the building blocks, it becomes possible to connect these cavities to each other in the plane direction, so that the lightweight structure of the planar structure can be reduced. The heat insulation can be improved.
  • a plurality of the building blocks according to the above (1)-(3) are arranged in a plane such that the outer peripheral surfaces thereof are in contact with each other and a plurality of through holes are communicated with each other.
  • the building blocks are pressed together to form a building panel. It is possible to easily construct a planar structure such as a wall or a floor in a relatively short period of time, and since no adhesive is used, the durability of these planar structures is also improved. .
  • a counter member for generating tension in the tension member is located at a peripheral edge portion. If it is attached to the outer peripheral surface of the building block, the strength and durability are further improved.
  • the gap between the adjacent building blocks is filled with the gap filler, and Since the compressive stress generated between the blocks is evenly distributed and transmitted between adjacent building blocks, the building block may crack or break due to the concentration of the compressive stress. Can be prevented.
  • the gap filling material if any of a kneaded material having curability, a metal material or a paper material that can be deformed by press-fitting between building blocks is used, a gap between building blocks can be obtained. Since almost no gap can be eliminated, the occurrence of cracks and cracks due to stress concentration can be eliminated.
  • the building block according to the above (1)-(3) is adjacent to the building block in a state where a gap filler for dispersing stress is interposed between its outer peripheral surfaces, and a plurality of the through holes are formed.
  • FIG. 1 is a perspective view showing a building block according to a first embodiment of the present invention.
  • FIG. 2 (a) is a plan view of the building block shown in FIG. 1, (b) is a front view of the building block, and (c) is a side view of the building block.
  • FIG. 3 is a perspective view showing a building block according to a second embodiment of the present invention.
  • FIG. 4 (a) is a plan view of the building block shown in FIG. 3, and (b) is a front view of the building block.
  • (C) is a side view of the building block.
  • FIG. 5 (a) is a perspective view showing a building panel constructed using the building blocks shown in FIG. 1, and FIG. 5 (b) is a perspective view showing an arrangement state of tension members in the building panel.
  • FIG. 6 is an exploded perspective view showing a corner portion of the building panel shown in FIG. 5 (a).
  • FIG. 7 is a schematic view showing a state in which tension is applied to a tension member in the building panel shown in FIG. 5.
  • FIG. 8 (a) is a perspective view showing a building panel constructed using the building blocks shown in FIGS. 1 and 2, and (b) is a perspective view showing an arrangement state of tension members in the building panel. It is.
  • FIG. 9 is a partially omitted perspective view showing a state in which a wall and a floor of a building are constructed using the building panels shown in FIGS. 5 (a) and 8 (a).
  • FIG. 10 is a perspective view showing a fence constructed by combining building panels formed using the building blocks shown in FIG. 1.
  • FIG. 11 is a plan view showing a building block according to a third embodiment of the present invention.
  • FIG. 12 is a side view of the building block shown in FIG.
  • FIG. 13 is a plan view showing a building block according to a fourth embodiment of the present invention.
  • FIG. 14 is a side view of the building block shown in FIG.
  • FIG. 15 is a plan view of an auxiliary block used in combination with the building blocks shown in FIGS. 11 and 13.
  • FIG. 16 is a side view of the auxiliary block shown in FIG.
  • FIG. 17 is a perspective view showing a building panel constructed by using the building blocks shown in FIGS. 11 and 13.
  • FIG. 18 is a partially cutaway perspective view of the building panel shown in FIG. 17.
  • FIG. 19 (a) is a partially enlarged perspective view of the building panel shown in FIG. 17, and (b) is a partially enlarged view of (a).
  • FIG. 20 (a) is a sectional view taken along line AA in FIG. 17, and (b) is a sectional view taken along line BB in FIG. FIG.
  • FIG. 1 to FIG. 10 building blocks according to the first and second embodiments of the present invention and building panels formed using these will be described.
  • the building block 10 of the first embodiment includes four outer peripheral surfaces, an upper surface 10a, a lower surface 10b, a left side surface 10c, and a right side surface 10d, as described later.
  • This is a block in which a planar structure can be constructed by arranging a plurality of planar structures in contact with each other.
  • the building block 10 has a plurality of through-holes 11 formed in parallel with the front surface 10f and the back surface 10e to allow a rod-shaped tensioning member to be described later to pass therethrough.
  • a concave portion 12 is formed on each of the upper surface 10a and the lower surface 10b which are the outer peripheral surfaces intersecting the axial direction of the through hole 11.
  • the building block 10 five hollow portions 13 that open to the upper surface 10a and the lower surface 10b are formed in a penetrating manner, and the left side surface 10c and the right side surface 10d have the same direction as the hollow portion 13 respectively.
  • the groove 14 is formed.
  • the building block 20 shown in Figs. 3 and 4 has a flat surface in which four outer peripheral surfaces of an upper surface 20a, a lower surface 20b, a left side surface 20c, and a right side surface 20d are brought into contact with each other.
  • This is a block in which a planar structure can be constructed by arranging a plurality of pieces.
  • a plurality of through holes 21 are formed in the building block 20 in parallel with the front surface 20f and the back surface 20e to allow the tension members to pass therethrough.
  • concave portions 22 are formed respectively.
  • the building block 20 also has two cavities 23 formed in the upper surface 20a and the lower surface 20b in a penetrating manner, and the left side surface 20c and the right side surface 20d have the same direction as the cavities 23, respectively.
  • a groove 24 is formed.
  • the building block 10 and the building block 20 are different from each other only in the size in the left-right direction, and the other portions have the same size and structure. That is, for building The left-right dimension lOw of the block 10 is only twice as large as the left-right dimension 20w of the building block 20, and the other points are the same.
  • a plurality of building blocks 10 are formed in a planar shape such that their outer peripheral surfaces are in contact with each other and the plurality of through-holes 11 communicate linearly in the axial direction.
  • the tension members 30 are passed through the plurality of through holes 11 communicating with each other, and the tension members 31 are arranged in the concave portions 12.
  • a counter member 32 is attached along the outer peripheral surface of the building block 10 located at the outermost periphery, and the tension members 30 and 30 projecting from the through holes 33 of the counter member 32 as shown in FIG. Attach the holding plates 34a, 34b, 34c to the 31 external thread portions 30a, 31a, attach the spring washer 36, and screw the nut 35.
  • the tension members 30, 31 can be screwed without forming the external thread portions 30a, 31a.
  • the tension members 30, 31 are covered with a corrosion-resistant material such as a resin pipe, the anticorrosion property is enhanced, so that it is possible to prevent the water from entering from the boundary between the building blocks 10 from being generated.
  • the spring washer 36 is interposed between the holding plates 34a, 34b, 34c and the nut 35, it is possible to avoid a contraction of the building block 10 or a decrease in tension due to stretching of the tension members 30, 31. That can be S.
  • the tension members 30 and the tension members 31 are arranged so as to be perpendicular to each other vertically and horizontally, but within the space formed by the adjacent recessed portions 12. While the tension members 31 are arranged one by one, whereas the tension members 30 are arranged two in the direction of the thickness of the panel, the arrangement numbers in the vertical and horizontal directions are different. Therefore, when tension is applied to the tension members 30 and 31 by tightening the nut 35, a difference is provided between these tension forces to equalize the radial strength of the building panel 40. Can be. That is, as shown in FIG. 7 (a), when a tension of 10 tons is applied to the tension member 31 in the direction of the arrow, the two tension members 30X and 30Y shown in FIG.
  • the tension member 30X located on the upper surface side is given a tension of 10 tons in the direction of the arrow, and the tension member 30Y located on the lower surface side is given a tension of 5 tons in the direction of the arrow. desirable. If such a tension is applied, the difference between the strength in the direction of the tension member 31 in the building panel 40 and the strength in the direction of the tension member 30X, 30Y in the building panel 40 is greatly reduced. The strength in the direction can be equalized.
  • the building panels 40, 50 formed as described above are laid as walls W, floors F, or ceilings C at the time of building construction, these building panels 40, 50 can be used.
  • the planar structure can be easily constructed in a relatively short time.
  • the beam members 60 and 61 are mounted so that the peripheral portion of the building panel 40 can be placed on the joint between the wall W and the floor F and the joint between the wall W and the ceiling C. If provided, these joints can be easily constructed and have excellent strength.
  • the adjacent building blocks 10 and 20 are pressure-bonded only by the tension members 30 and 31 without using any adhesive. No durable and excellent durability.
  • the plurality of through holes 11, 21 in the building blocks 10, 20 are formed in the thickness direction 10 t, 20 t of the blocks 10, 20 or in the left and right directions orthogonal to these. They are arranged parallel to each other at a distance of 10w and 20w in the direction. Therefore, by passing the tension members 30 through the through holes 11 and 21, the blocks 10 and 20 can be firmly held, and high-strength building panels 40 and 50 can be constructed. .
  • the building blocks 10 and 20 are provided with cavities 13 and 23 opened on the upper and lower surfaces, respectively, the building blocks 10 and 20 are arranged and the building panels 40 and 20 are arranged. , When the 50 is constructed, these hollow portions 13 and 23 are in a state of communicating with each other in the plane direction, so that the weight of the building panels 40 and 50 can be reduced, and the heat insulating property is also good.
  • anti-power members 32 for generating tension on the tension members 30 and 31 are attached to the outer peripheral surfaces of the building blocks 10 and 20 located at the peripheral edge.
  • the tension members 30 and 31 can accurately generate tension and exhibit excellent strength and durability.
  • the reaction member 32 is provided in a frame shape over the entire peripheral portion, the reaction force of the tension generated in the tensioning members 30, 31 having high rigidity is dispersed and held over the entire peripheral portion, and the stress concentration is reduced. This can prevent the occurrence of cracks.
  • the proportions and sizes of the building panels 40 and 50 can be arbitrarily set by changing the number and total number of the building blocks 10 and 20 when arranging the building blocks 10 and 20. It can be widely used as various planar structures constituting a building. Further, as shown in FIG. 10, a planar structure such as a wall 43 is formed by combining building panels 41 and 42 having different shapes (aspect ratios) and different sizes formed using a plurality of building blocks 10. Can also be built.
  • the building block 70 of the first embodiment is configured such that four outer peripheral surfaces of an upper surface 70a, a lower surface 70b, a left side surface 70c, and a right side surface 70d are brought into contact with each other.
  • This is a block that can be used to construct a planar structure (building panel), which will be described later, by arranging multiple planar structures.
  • a plurality of through-holes 71 are formed in the building block 70 in parallel with the front surface 70f and the back surface 70e to allow a rod-shaped tensioning member to be described later to penetrate therethrough.
  • a recess 72 is formed in the upper surface 70a, which is the outer peripheral surface intersecting the axial direction of the through hole 71, in order to arrange another tensioning member in a direction that three-dimensionally intersects the member.
  • the building block 70 five hollow portions 73 that open to the upper surfaces 70a and 70b are formed in a penetrating manner, and the left side surface 70c and the right side surface 70d respectively have grooves in the same direction as the hollow portions 73. 74 are formed.
  • the building block 80 shown in Fig. 13 and Fig. 14 is used in combination with the building block 70.
  • the three outer peripheral surfaces of the upper surface 80a, the lower surface 80b, and the left side surface 80c are used for the building block 80.
  • This is a block that can construct a planar structure by arranging a plurality of planar structures by abutting on the plate 70.
  • the building block 80 has a plurality of through holes 81 formed in parallel with the front surface 80f and the back surface 80e for allowing the tension members to pass therethrough.
  • a concave portion 82 is formed on an upper surface 80a, which is an outer peripheral surface intersecting the axial direction of the through hole 81, for disposing another tensioning member on the upper surface.
  • a plurality of hollow portions 83 are formed in the upper surface 80a and the lower surface 80b so as to penetrate, and the left side surface 80c, which is one side surface, has the same direction as the hollow portion 83.
  • the groove 84 is formed.
  • the building block 70 and the building block 80 have the same lateral dimensions 70w, 80w, the same number of through holes 71, 81, and the same arrangement position.
  • the numbers of the grooves 74 and 84 are different. That is, in the building block 70, five cavities 73 are arranged symmetrically and the grooves 74 are formed in the left and right side surfaces 70c and 70d, whereas in the building block 80, three cavities 73 are formed.
  • the portion 83 is disposed closer to the left side surface 80c than the center, and the groove portion 84 is formed only in the left side surface 80c.
  • the auxiliary block 90 shown in FIGS. 15 and 16 is for forming a building panel described later in combination with the building blocks 70 and 80.
  • the external dimensions of the auxiliary block 90 are the same as those of the building blocks 70 and 80 shown in FIG. 11, and are a rectangular parallelepiped block body having a flat outer peripheral surface, and a plurality of through holes of the building blocks 70 and 80.
  • a plurality of through holes 91 of the same size are provided at the same positions as 71 and 81.
  • a plurality of building blocks 70 are arranged in a plane such that the outer peripheral surfaces thereof are in contact with each other and the plurality of through holes 71 are linearly communicated in the axial direction.
  • the tension member 30 is passed through the plurality of through holes 11 communicating with each other, and the tension member 31 is disposed in the concave portion 82 as shown in FIG. 20 (b).
  • the auxiliary blocks 90 shown in FIG. 15 are arranged at the portions located at both ends of the tension member 30, and the building blocks 80 shown in FIG. 13 are placed near the both ends of the tension member 31.
  • an auxiliary block 9 Oh see FIG.
  • the width 90w of the auxiliary block 90 in the left-right direction is half the size and has a recess 93 is arranged.
  • the groove portion 84 faces the center of the tension member 30 in the axial direction, and the right side surface 80d without the groove portion 84 is exposed. So that
  • cement paste SP which is a gap filler for stress distribution
  • Cement paste SP is a hardening dough, but in this embodiment, a mixture of early strength Portland cement and water mixed at a ratio of about 2.6: 1.0 is used. are doing.
  • the cement paste SP is emphasized and described as a conventional "joint", but the actual thickness of the cement paste SP is less than lmm, It is about 0.1 mm and 0.2 mm.
  • the holding plate 34d is attached to the male screw portion 30a of the tension member 30 protruding from the through hole 91 of the building block 90 located on the outer peripheral portion, and the spring washer is mounted. (Not shown), and the nut 37 is screwed.
  • a retaining plate 34e is attached to the male screw portion 31a of the tension member 31 protruding from the concave portion 82 of the building block 80 located on the outer peripheral portion, and a spring washer (not shown) is provided. ) And screw the nut 37.
  • FIG. 19 (b) As shown in Fig. 17, the gaps between the blocks are filled with cement paste SP, and the building blocks 70, 80 and the auxiliary block 90 are firmly pressed together, and as shown in Fig. 17, the building is a planar structure. Panel 100 is formed. In this case, on the outer peripheral portion of the building panel 100, the building block 80 and the auxiliary blocks 90 and 90h, which have no uneven surface, voids and through holes other than the bolt holes, and the auxiliary blocks 90 and 90h are arranged on the exposed portion. Can be firmly pressed, and can be damaged by the tension applied from the tension members 30, 31 via the holding plates 34d, 34e.
  • the tension members 30 and 31 can be screwed without forming the external thread portions 30a and 31a. Further, if the tension members 30, 31 are covered with a corrosion-resistant material such as a resin pipe, the anticorrosion property is enhanced, so that the boundary portion between the blocks can be prevented from generating due to the intrusion of moisture. Also, since a spring washer (not shown) is interposed between the holding plates 34d, 34e and the nut 37, It is possible to avoid a decrease in tension due to contraction of the block or stretching of the tension members 30, 31.
  • blocks 90, 90 h, and 80 which are anti-force members for generating tension on the tension members 30 and 31, are arranged on the peripheral edge of the building panel 100. Therefore, it is possible to accurately generate tension in the tension members 30 and 31, and to exhibit excellent strength and durability.
  • the blocks 90, 90h, and 80 which are reaction members, are arranged on the entire periphery, the reaction force of the tension generated in the tension members 30, 31 is dispersed and held throughout the periphery, and the stress concentration is increased. Can be prevented from being caused by cracks.
  • cement which is a gap filler for dispersing stress
  • the paste SP is interposed, the gap between adjacent blocks is filled with the cement paste SP.
  • the compressive stress generated between each block is evenly distributed between adjacent blocks and transmitted, so that the compressive stress concentrates on the building blocks 70 and 80 and the auxiliary blocks 90 and 90h. Cracks and cracks can be prevented.
  • the cement paste SP is used as the gap filling material, there is almost no small gap between the adjacent building blocks 70 and 80 and the auxiliary blocks 90 and 90h in the building panel 100. Since the compressive stress is transmitted evenly, cracks and cracks due to stress concentration can be eliminated.
  • a gap filling material for stress dispersion a paper material, water glass, or a metal material that can be deformed by pressure bonding of blocks due to tension generated in the tension members 30, 31 by the force of the cement paste SP (for example, Steel materials such as steel sheets) can also be used.
  • the tension members 30 which are anti-power members, generate tension in the blocks 80, 90, and 90h, so that the blocks 80, 90, and 90h cannot be damaged or damaged.
  • the presence of the tension members 30, 31 allows the building panel 100 to be elastically deformed in the radial direction.
  • the proportions and size of the building panels 100 in the length and width are arbitrarily set by changing the number and the total number of the building blocks 70 and 80 and the auxiliary blocks 90 and 90h in the arrangement. Can be. For this reason, the building panel 100 can be widely used as various planar structures constituting a building.
  • the building block and the building panel of the present invention can be widely used as a material for building a planar structure such as a wall, floor, ceiling or fence of a building.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Panels For Use In Building Construction (AREA)
  • Finishing Walls (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Floor Finish (AREA)

Abstract

L'invention concerne un parpaing (10) servant à la construction d'une structure plate par la disposition d'une pluralité de parpaings sur un plan plat, leurs quatre faces périphériques externes, à savoir une face supérieure (10a), une face inférieure (10b), une face latérale gauche (10c) et une face latérale droite (10d), étant en contact mutuel. Ce parpaing (10) comporte une pluralité d'orifices traversants (11), destinés à l'insertion d'éléments de tension de type tiges et formés parallèlement à la face avant (10f) et à la face arrière (10e). Des évidements (12) sont formés dans la face supérieure (10a) et dans la face inférieure (10b) constituant des surfaces périphériques externes perpendiculaires à l'axe des orifices traversants (11) pour la pose d'autres éléments de tension dans un sens tridimensionnel croisant les éléments de tension insérés dans les orifices traversants (11). L'utilisation de ce parpaing (10) pour la construction permet d'élaborer des structures plates telles que des parties de mur ou de sol d'un bâtiment qui peuvent être construites aisément en un temps relativement réduit, ces structures plates ayant une longévité accrue.
PCT/JP2004/010409 2003-07-24 2004-07-22 Parpaing, panneau de construction elabore au moyen de ce parpaing et procede pour mouler un panneau de construction Ceased WO2005010292A1 (fr)

Priority Applications (5)

Application Number Priority Date Filing Date Title
EP04770873A EP1650372A1 (fr) 2003-07-24 2004-07-22 Parpaing, panneau de construction elabore au moyen de ce parpaing et procede pour mouler un panneau de construction
CA002530815A CA2530815A1 (fr) 2003-07-24 2004-07-22 Parpaing, panneau de construction elabore au moyen de ce parpaing et procede pour mouler un panneau de construction
HK06113839.2A HK1093088B (en) 2003-07-24 2004-07-22 Block for construction, panel for construction using the block, and method of molding panel for construction
JP2005512019A JP4619290B2 (ja) 2003-07-24 2004-07-22 建築用ブロック、これを用いた建築用パネルおよび建築用パネル形成工法
US10/563,798 US20060156673A1 (en) 2003-07-24 2004-07-22 Block for constructions, panel for construction using the block, and method of forming panel for construction

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
JP2003-279399 2003-07-24
JP2003279399 2003-07-24

Publications (1)

Publication Number Publication Date
WO2005010292A1 true WO2005010292A1 (fr) 2005-02-03

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/JP2004/010409 Ceased WO2005010292A1 (fr) 2003-07-24 2004-07-22 Parpaing, panneau de construction elabore au moyen de ce parpaing et procede pour mouler un panneau de construction

Country Status (7)

Country Link
US (1) US20060156673A1 (fr)
EP (1) EP1650372A1 (fr)
JP (1) JP4619290B2 (fr)
CN (1) CN100414058C (fr)
CA (1) CA2530815A1 (fr)
RU (1) RU2330921C2 (fr)
WO (1) WO2005010292A1 (fr)

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RU2402660C2 (ru) * 2006-02-13 2010-10-27 Роджер Ф. МАРШ Унифицированная система строительных блоков с последующим напряжением для возведения каменных конструкций
RU2402661C2 (ru) * 2005-11-10 2010-10-27 Роджер Ф. МАРШ "блоки на болтах" - система для типовых конструкций каменной кладки, имеющих предварительное напряжение с натяжением арматуры на бетон
JP2010281034A (ja) * 2009-06-02 2010-12-16 Takenaka Komuten Co Ltd 組積造壁の補強構造、及び組積造構造物
JP2013076245A (ja) * 2011-09-30 2013-04-25 Takenaka Komuten Co Ltd 組積材壁
WO2017195360A1 (fr) * 2016-05-13 2017-11-16 株式会社エム・テック Structure de cadre de maison
WO2019068210A1 (fr) * 2017-10-02 2019-04-11 李光富 Plaque de couverture recombinée de tube de cadre d'un moule de bloc central de paroi coulé sur place
WO2023121434A1 (fr) * 2021-12-21 2023-06-29 Lee Kwek Ming Système de mur modulaire
RU2820789C1 (ru) * 2023-10-10 2024-06-10 Евгений Юрьевич Новосельский Устройство для соединения строительных блоков при возведении стен

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AT504835B1 (de) * 2006-07-20 2009-09-15 Bauhutte Leitl Werke Gmbh Bewehrtes tragelement
US9932737B1 (en) 2010-10-15 2018-04-03 Constructive , Llc Prefabricated masonry lintels
US9926703B1 (en) 2010-10-15 2018-03-27 Constructive, Llc Prefabricated masonry wall panels
US20120090259A1 (en) * 2010-10-15 2012-04-19 Constructive, L.L.C. Prefabricated compound masonry units
US10544583B2 (en) 2010-10-15 2020-01-28 Constructive, L.L.C. Prefabricated masonry walls
KR101320092B1 (ko) * 2013-04-19 2013-10-18 배성조 건축물의 벽면 시공방법과 벽면구조물
US9435118B2 (en) * 2014-11-26 2016-09-06 King Saud University Interlocking masonry blocks for construction of load bearing and non-load bearing walls
CN107938915A (zh) * 2015-04-25 2018-04-20 李光富 现浇墙芯砌块砌筑方法、接筋管、曲底线盒
CN107923179A (zh) 2015-07-16 2018-04-17 Y·塔纳密 构造砌块、包括所述构造砌块的壁结构以及用于所述构造砌块和所述壁结构的制造方法
CN111188447B (zh) * 2018-11-14 2025-03-18 湖北大成空间科技股份有限公司 一种预制组合式空腔楼盖及其施工工艺

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2402661C2 (ru) * 2005-11-10 2010-10-27 Роджер Ф. МАРШ "блоки на болтах" - система для типовых конструкций каменной кладки, имеющих предварительное напряжение с натяжением арматуры на бетон
RU2402660C2 (ru) * 2006-02-13 2010-10-27 Роджер Ф. МАРШ Унифицированная система строительных блоков с последующим напряжением для возведения каменных конструкций
JP2010281034A (ja) * 2009-06-02 2010-12-16 Takenaka Komuten Co Ltd 組積造壁の補強構造、及び組積造構造物
JP2013076245A (ja) * 2011-09-30 2013-04-25 Takenaka Komuten Co Ltd 組積材壁
WO2017195360A1 (fr) * 2016-05-13 2017-11-16 株式会社エム・テック Structure de cadre de maison
WO2019068210A1 (fr) * 2017-10-02 2019-04-11 李光富 Plaque de couverture recombinée de tube de cadre d'un moule de bloc central de paroi coulé sur place
US10982438B2 (en) 2017-10-02 2021-04-20 Guangfu Li Frame tube recombination cover plate for cast-in-situ wall core building block mold
WO2023121434A1 (fr) * 2021-12-21 2023-06-29 Lee Kwek Ming Système de mur modulaire
AU2021479762B2 (en) * 2021-12-21 2025-08-14 Kwek Ming LEE Modular wall system
RU2820789C1 (ru) * 2023-10-10 2024-06-10 Евгений Юрьевич Новосельский Устройство для соединения строительных блоков при возведении стен
RU2826619C1 (ru) * 2023-10-10 2024-09-13 Евгений Юрьевич Новосельский Способ возведения стен

Also Published As

Publication number Publication date
EP1650372A1 (fr) 2006-04-26
CN1826450A (zh) 2006-08-30
CN100414058C (zh) 2008-08-27
US20060156673A1 (en) 2006-07-20
RU2330921C2 (ru) 2008-08-10
JPWO2005010292A1 (ja) 2007-09-27
CA2530815A1 (fr) 2005-02-03
RU2006100685A (ru) 2006-07-10
JP4619290B2 (ja) 2011-01-26
HK1093088A1 (zh) 2007-02-23

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