WO2014106933A1 - Construction, blocks for structure, and masonry structure - Google Patents

Construction, blocks for structure, and masonry structure Download PDF

Info

Publication number
WO2014106933A1
WO2014106933A1 PCT/JP2013/084385 JP2013084385W WO2014106933A1 WO 2014106933 A1 WO2014106933 A1 WO 2014106933A1 JP 2013084385 W JP2013084385 W JP 2013084385W WO 2014106933 A1 WO2014106933 A1 WO 2014106933A1
Authority
WO
WIPO (PCT)
Prior art keywords
block
masonry structure
product
masonry
blocks
Prior art date
Application number
PCT/JP2013/084385
Other languages
French (fr)
Japanese (ja)
Inventor
矢島　義孝
Original Assignee
Yajima Yoshitaka
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 Yajima Yoshitaka filed Critical Yajima Yoshitaka
Publication of WO2014106933A1 publication Critical patent/WO2014106933A1/en

Links

Images

Classifications

    • 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
    • E04B2/16—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 using elements having specially-designed means for stabilising the position
    • E04B2/18—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 using elements having specially-designed means for stabilising the position by interlocking of projections or inserts with indentations, e.g. of tongues, grooves, dovetails
    • 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
    • E04B2002/0204—Non-undercut connections, e.g. tongue and groove connections
    • E04B2002/0215—Non-undercut connections, e.g. tongue and groove connections with separate protrusions
    • E04B2002/0221—Non-undercut connections, e.g. tongue and groove connections with separate protrusions of conical shape
    • 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
    • E04B2002/0245—Pegs or pins
    • 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
    • E04B2002/0247—Strips or bars

Definitions

  • the present invention relates to architecture and block masonry structure.
  • the reinforced concrete block structure of the wet masonry construction method has reinforced steel bars and is excellent in earthquake resistance, but has the same problems as the brick structure because of the limitation in the height that can be stacked in one day.
  • Patent Document 1 proposes a dry construction method block product and the same construction method in order to eliminate the disadvantages of the wet construction method.
  • a method a method in which a dedicated block is stacked one by one, a plate-like horizontal reinforcing material is installed thereon, and the bolt is connected to a bolt connected from the foundation with a nut (see Patent Document 1).
  • Patent Document 1 This is a method of fixing the stacked block with plate-shaped horizontal reinforcing members, bolts and nuts.
  • the dimensional accuracy of the product is plus or minus 0.
  • dimensional changes such as expansion and contraction due to temperature changes.
  • the plate-like horizontal reinforcing member is similarly long and is difficult to handle and construct.
  • the present invention facilitates the horizontal and height adjustment of the masonry and the handling of the members, improves the workability of the masonry, and is relatively easy and diverse without any specialization.
  • the purpose is to create a structure.
  • the invention of claim 1 is a block product having a meshing shape for joining, eliminating and reinforcing misalignment between the stacked blocks, and incorporating a part for joining and reinforcing the blocks horizontally, and the assembled product.
  • it is a masonry structure that uses parts that horizontally adjust and support the block product, join the block products to each other, connect them vertically and reinforce the masonry structure vertically.
  • the invention of claim 2 is a structure in which a block product is provided with a meshing shape of the protrusion 2 on the upper surface and the hole 3 on the lower surface for joining, and the blocks are offset and reinforced when assembled.
  • the invention of claim 3 is a structure in which a dowel 7 made of resin, rubber or the like is combined with the hole 3 on the upper surface and the hole 3 on the lower surface for joining to the block products 201 and 201 jp, and the displacement between the blocks is eliminated and reinforced. is there.
  • the blocks are assembled by the laterally connecting plate 6 which is built in the assembled block product and which is connected horizontally and the bolt 10 with the vertically connected long nut. Vertical and horizontal reinforcement and horizontal and vertical adjustments during assembly can be performed.
  • the invention of claim 6 is an assembled structure in which the block products 101 146 to 146 jp and the block products 101 to 146 having the same shape of the block main body and having no lateral connection plate 6 are combined with the assembled structures according to claims 2 to 5. is there.
  • the invention of claim 7 uses the block product 201 or 201 jp of the present invention, inserts a rubber dowel 41 for seismic isolation into the hole 3 on the upper surface of the block product, supports the upper block, and reinforces vertically and horizontally. Is performed in the same manner as claims 4 and 5, except that a seismic isolation rubber washer 40 is provided between the laterally-joined plate 6 and the bolt 10 with a longitudinally connected long nut to insulate the lower structure and the upper structure in an earthquake-resistant manner. It is a seismic structure (Fig. 12).
  • 301 or 301 jp having a specific gravity higher than that of the 201 or 201 jp block is provided in a necessary place by structural calculation or the like in the layer of the base isolation structure of claim 7.
  • the vibrations cancel each other due to the difference in natural period resulting from the difference in the specific gravity and height of each block (Fig. 13).
  • the block product has a built-in component for eliminating and reinforcing the misalignment between the stacked blocks and joining and reinforcing the stacked blocks laterally by the meshing shape for joining.
  • the strength against the horizontal force of the masonry structure is higher than that of a conventional masonry structure of a reinforced concrete block or brick that does not have a projection on the upper surface for joining and a hole on the lower surface.
  • a block product comprising a combination of a dowel 7 made of resin, rubber or the like in the hole 3 on the upper surface and the hole 3 on the lower surface, and a method for assembling the block product, a conventional concrete block having no dowels, Compared to brick masonry, the strength against horizontal force is increased, and stable masonry can be achieved by eliminating misalignment between blocks. Moreover, various combinations are possible depending on the shape, and various structures can be made.
  • the block product of the present invention and the method for assembling the block product show the necessary strength at the stage connected by the lateral connection plate 6 and the bolt 10 with the longitudinal connection long nut.
  • the height can be adjusted only by aligning the height of the nut 32, and since it can be constructed relatively easily, no special skill is required.
  • Various structures can be made by various combinations of the block products shown in FIGS.
  • the lateral reinforcement interval can be adjusted.
  • FIG. 4 is a plan view of an example in which the vertical and horizontal reinforcements are arranged in two rows in the block product of the present invention. It is a conceptual diagram of the seismic isolation masonry structure using the block product of this invention. It is a front conceptual diagram of the seismic control masonry structure using the block product of this invention.
  • the material of the block main body is a material suitable for the purpose of the structure, and in the case of a building, concrete, ALC, brick, ceramics, glass, ceramic, various resins and the like can be mentioned.
  • the basic block size ratio is such that width: depth: height is 4: 2: 1, and the size and weight are easy to handle.
  • the block 201 is made of concrete and has a width of 400 mm, a depth of 200 mm, and a height of 100 mm, the weight is about 18 kg. If the width is 300 mm, the depth is 150 mm, and the height is 100 mm, the weight is about 10 kg.
  • clearance is required between the block products at the time of assembly. For example, if the product accuracy and temperature change are plus or minus 1 mm, the clearance is 2 mm. In this case, if the assembly pitch (module dimension) is 400 mm wide, 200 mm deep, and 100 mm high, the dimensions of the block product are 398 mm wide, 198 mm deep, and 98 mm high.
  • FIG. 7 and FIG. 8 As the types of block products, there are the types of FIG. 7 and FIG. 8 as an example, and 201, 201 jp, 301, and 301 jp have various shapes as well, although not shown.
  • the width: depth: height of the block product may be shapes such as 4: 1: 1 or 3: 2: 1, respectively.
  • block products with various dimensional ratios that meet the assembly method and standards are possible.
  • the horizontal connecting plate of the block product has a shape that matches the block body as shown in FIG. 8, and is made of a material that matches the characteristics of the block product body. For example, when the block product body is concrete, iron whose thermal expansion coefficient is approximate is appropriate.
  • FIG. 1 the basic assembly method of the block product of the present invention will be described (FIG. 1).
  • a building it is stacked on an appropriate foundation 30.
  • the nuts 32 are adjusted and installed on the anchor bolts 31 supported by the foundation 30.
  • the anchor bolt 31 is installed in advance in a necessary portion of the bolt 10 with the longitudinal connection long nut.
  • interval which uses the bolt 10 with the continuous vertical connection long nut used as vertical reinforcement and the continuous horizontal connection plate 6 used as horizontal reinforcement is determined by the structural calculation of a building, etc.
  • Adhesive is used according to the purpose of the structure, and is determined by structural calculation. For example, when an adhesive is required for the masonry structure and the adhesive is required to have a compressive strength equivalent to that of a concrete block product, a mortar having a comparable compressive strength is used. If the compressive strength equivalent to that of the block product is not required for the adhesive, and the purpose is to maintain watertightness and airtightness, and stress on the block's own weight, most of the necessary stress for horizontal, vertical, and out-of-plane force The continuous horizontal connection plate 6 and the continuous vertical connection long nut bolt 10 bear the burden.
  • the blocks with the lateral connection plates are sequentially installed on the foundation 30 and fastened to the anchor bolts 31 supported from the foundation 30 with the bolts 10 with the longitudinal connection long nuts. It is performed while applying adhesive on the vertical joints of the block product as necessary.
  • the presence or absence of the lateral connection plate (6) for lateral reinforcement is determined for the blocks to be stacked based on the result of the structural calculation of the building, and the blocks are stacked appropriately. If there is a horizontal connection plate (6), before applying the adhesive to the block assembly surface, install the nuts 32 whose height has been adjusted to the bolt 10 with the vertical connection long nut that is continuous from the foundation 30. In addition, the block product is fastened with the bolt 10 with the longitudinally connected long nut at the corresponding stage. This process is repeated up to the required stage.
  • the required layer, range, and clearance between blocks at the time of masonry are determined by structural calculation or the like for the target structure.
  • the clearance is determined in consideration of the estimated displacement during an earthquake.
  • the procedure is the same as the above (0030), and then a rubber washer 40 for seismic isolation is installed on the nuts 32.
  • a rubber washer 40 for seismic isolation is installed on the nuts 32.
  • two rows of elastic sealing 42 are applied in the longitudinal direction of the surfaces to be stacked.
  • the block products 201 jp are sequentially installed, and the bolt 10 with a longitudinally connected long nut, the seismic isolation rubber washer 40 and the washer are installed and fastened to the anchor bolt 31 supported from the foundation 30.
  • assembling is performed sequentially while applying elastic sealing 42 to the vertical joint surface of the block product as necessary.
  • Blocks 201 or 201 jp are used as appropriate for the blocks to be stacked in the second and subsequent stages depending on the result of structural calculation or the like.
  • a block product 201 jp with a lateral connection plate (6) after installing the seismic isolation rubber washer 41 on the nuts 32 whose height has been adjusted to the bolt 10 with the vertical connection long nut that is continuous from the foundation 30, The elastic sealing 42 is applied to the surface to be assembled and assembled in the same manner as the first stage. When there is no lateral connection plate (6), the elastic sealing 42 is applied to the surfaces to be stacked and stacked. This process is repeated up to the required stage.
  • 301 or 301 jp is appropriately stacked on the layer of the above-mentioned seismic isolation structure 201 or 201 jp block product depending on the result of structural calculation or the like.

Abstract

Provided are a construction, blocks for a structure, and a masonry structure, whereby a block masonry structure can be obtained by engaging protrusions and recesses provided to the blocks in the upper masonry structure, and in a lateral reinforcement level, using blocks (101jp-146jp) having lateral connection plates (6), which is to say blocks having reinforcing components integrated therein, and binding the joining sections of the lateral connection plates of the blocks by means of bolts (10), which have long nuts for vertical connection, and the nuts in a lower level, the height of each of which has been adjusted on a bolt, so as to simultaneously provide vertical reinforcement. The resulting block masonry structure has excellent earthquake resistance, can easily be constructed without relying on specialists, eliminates restrictions on the height to which the masonry may be built in a single day, allows various structures to be built by combining various blocks, and can be dismantled and reused repeatedly a result of using an adhesive that can be peeled away.

Description

[規則37.2に基づきISAが決定した発明の名称]　建築、構造物のブロック製品と組積構造[Name of invention determined by ISA based on Rule 37.2] Block products and masonry structures of buildings and structures
本発明は建築、ブロック組積構造に関するものである。 The present invention relates to architecture and block masonry structure.
　従来の補強鉄筋がないレンガ造は耐震性に難がある。湿式工法であるレンガ造は一日の組積可能な高さに制約があり、組積の際、レンガ同士の接着に使用するモルタルは強度が出るまで時間を要し、その前に荷重を掛け過ぎたり、地震などの外力が加わった場合、構面の変形、倒壊を起こす危険性もある。更に、モルタルは練ってから使用出来る時間にも限りがあり、モルタルの品質管理には注意が必要で、目地モルタルを使っての水平、垂直の調整と施工はやり直しがきかない。よって熟練工による施工が必須であり、相当な工期とコストを要する。 レ ン ガ Conventional brick structures without reinforcing bars are difficult to withstand earthquakes. Brick construction, which is a wet method, has restrictions on the height that can be stacked in one day, and when building, mortar used for bonding bricks takes time until strength is applied, and a load is applied before that. There is also a risk of structural deformation or collapse when an external force such as an earthquake or an earthquake is applied. Furthermore, mortar has a limited amount of time that can be used after it is kneaded. Care must be taken in quality control of mortar, and horizontal and vertical adjustment and construction using joint mortar cannot be undone. Therefore, construction by skilled workers is indispensable and requires a considerable work period and cost.
　同様に湿式の組積工法の補強コンクリートブロック造は、補強鉄筋があり耐震性に優れているが、一日の組積可能な高さに制約があり、レンガ造同様の問題がある。 Similarly, the reinforced concrete block structure of the wet masonry construction method has reinforced steel bars and is excellent in earthquake resistance, but has the same problems as the brick structure because of the limitation in the height that can be stacked in one day.
　そこで特許文献１には、湿式工法の欠点を解消すべく乾式工法のブロック製品と同工法の提案がされている。方法としては専用のブロックを一段積み、その上に板状水平補強材を設置し、基礎から連結したボルトにナットで固定する方法が取られている（特許文献１を参照）。 Therefore, Patent Document 1 proposes a dry construction method block product and the same construction method in order to eliminate the disadvantages of the wet construction method. As a method, a method in which a dedicated block is stacked one by one, a plate-like horizontal reinforcing material is installed thereon, and the bolt is connected to a bolt connected from the foundation with a nut (see Patent Document 1).
特開平9-21199 JP 9-21199
（社）日本建築学会著「建築工事標準仕様書・同解説
JASS 7 2009　メーソンリー工事」（社）日本建築学会発行、2009年（補強コンクリートブロック造P,31～34、P,172～189、補強コンクリートブロック塀P,38～40,P,209～216） "Architectural Institute of Japan""Construction Standard Specification / Description"
"JASS 7 2009 Masonry Construction" (published by the Architectural Institute of Japan), 2009 (Reinforced concrete block structure P, 31-34, P, 172-189, Reinforced concrete block 塀 P, 38-40, P, 209-216)
　しかし、特許文献１の工法では組積を水平に施工することが困難である。一段積んだブロックを板状水平補強部材とボルトとナットにて固定する方法であるが、組積を水平にする場合、製品の寸法精度プラスマイナス０である事が前提となり、製品の製作時の寸法の誤差や、温度変化による伸縮等の寸法変化の考慮が不足している。又、長い壁構造を作る場合、板状水平補強部材も同様に長尺となり取り扱いと施工が困難であることも問題である。 However, it is difficult to construct the masonry horizontally with the method of Patent Document 1. This is a method of fixing the stacked block with plate-shaped horizontal reinforcing members, bolts and nuts. However, when leveling the assembly, it is assumed that the dimensional accuracy of the product is plus or minus 0. Insufficient consideration of dimensional errors, dimensional changes such as expansion and contraction due to temperature changes. Further, when making a long wall structure, the plate-like horizontal reinforcing member is similarly long and is difficult to handle and construct.
　本発明は上記を考慮し、組積の水平、高さ調整と、部材の取り扱を容易し、組積の施工性を向上させ、特に専門職によらずとも比較的容易に多様で強固な構造体を作ることが目的である。 In consideration of the above, the present invention facilitates the horizontal and height adjustment of the masonry and the handling of the members, improves the workability of the masonry, and is relatively easy and diverse without any specialization. The purpose is to create a structure.
　請求項１の発明は、接合の為の噛み合わせ形状を持ち、組積したブロック同士のズレを解消、補強し、ブロックを横に接合、補強する為の部品を内蔵したブロック製品と、組積時にそのブロック製品を水平調整し支持、ブロック製品同士を相互に接合し、かつ、自体を縦に連結し、組積構造を縦に補強する部品を使用した組積構造である。 The invention of claim 1 is a block product having a meshing shape for joining, eliminating and reinforcing misalignment between the stacked blocks, and incorporating a part for joining and reinforcing the blocks horizontally, and the assembled product. Sometimes it is a masonry structure that uses parts that horizontally adjust and support the block product, join the block products to each other, connect them vertically and reinforce the masonry structure vertically.
　請求項２の発明は、ブロック製品に接合の為の、上面の突起２と下面の穴３の噛み合わせ形状を設け、組積した際にブロック同士のズレを解消し補強する構造である。 The invention of claim 2 is a structure in which a block product is provided with a meshing shape of the protrusion 2 on the upper surface and the hole 3 on the lower surface for joining, and the blocks are offset and reinforced when assembled.
　請求項３の発明は、ブロック製品２０１、２０１ｊｐに接合の為の、上面の穴３と下面の穴３に樹脂、ゴム製等のダボ７を組み合わせ、ブロック同士のズレを解消し補強する構造である。 The invention of claim 3 is a structure in which a dowel 7 made of resin, rubber or the like is combined with the hole 3 on the upper surface and the hole 3 on the lower surface for joining to the block products 201 and 201 jp, and the displacement between the blocks is eliminated and reinforced. is there.
　請求項４，５の発明では、組積したブロック製品に内蔵され、横に連続した横連結プレート６と、それを緊結し、縦に連続した縦連結長ナット付きボルト１０によって、組積したブロックの縦横の補強と、組積時の水平、垂直の調整を行うことが出来る。 According to the fourth and fifth aspects of the present invention, the blocks are assembled by the laterally connecting plate 6 which is built in the assembled block product and which is connected horizontally and the bolt 10 with the vertically connected long nut. Vertical and horizontal reinforcement and horizontal and vertical adjustments during assembly can be performed.
　請求項６の発明は請求項２～５に係る前記の組積構造に、ブロック製品１０１ｊｐ～１４６ｊｐとブロック本体が同一形状で横連結プレート６が無いブロック製品１０１～１４６を組み合わせた組積構造である。 The invention of claim 6 is an assembled structure in which the block products 101 146 to 146 jp and the block products 101 to 146 having the same shape of the block main body and having no lateral connection plate 6 are combined with the assembled structures according to claims 2 to 5. is there.
　請求項７の発明は、本発明のブロック製品２０１や２０１ｊｐを使用し、ブロック製品の上面の穴３に免震用ゴム製ダボ４１を挿入して上段のブロックを支持し、縦、横の補強は請求項４，５と同様に行うが、横接合プレート６と縦連結長ナット付きボルト１０との間に免震ゴム製ワッシャー４０を設け下部構造と上部構造を耐震上の絶縁状態し、免震構造である（図１２）。 The invention of claim 7 uses the block product 201 or 201 jp of the present invention, inserts a rubber dowel 41 for seismic isolation into the hole 3 on the upper surface of the block product, supports the upper block, and reinforces vertically and horizontally. Is performed in the same manner as claims 4 and 5, except that a seismic isolation rubber washer 40 is provided between the laterally-joined plate 6 and the bolt 10 with a longitudinally connected long nut to insulate the lower structure and the upper structure in an earthquake-resistant manner. It is a seismic structure (Fig. 12).
　請求項８の発明は、請求項７の免震構造の層に、２０１や２０１ｊｐのブロックより比重の重い３０１や３０１ｊｐを構造計算等により必要箇所に設ける。地震時に揺れた場合、互いのブロックの比重や高さの違いから生じる固有周期の違いで振動を打ち消し合い制震構造となる（図１３）。 In the invention of claim 8, 301 or 301 jp having a specific gravity higher than that of the 201 or 201 jp block is provided in a necessary place by structural calculation or the like in the layer of the base isolation structure of claim 7. When shaken during an earthquake, the vibrations cancel each other due to the difference in natural period resulting from the difference in the specific gravity and height of each block (Fig. 13).
　請求項１の発明によれば、接合の為の噛み合わせ形状により、組積したブロック同士のズレを解消、補強し、組積するブロックを横に結合、補強する為の部品を内蔵したブロック製品と、それを相互に結合し、かつ、縦に連結、補強する部品により、同時に縦横の補強が可能である。 According to the first aspect of the present invention, the block product has a built-in component for eliminating and reinforcing the misalignment between the stacked blocks and joining and reinforcing the stacked blocks laterally by the meshing shape for joining. In addition, it is possible to reinforce both vertically and horizontally at the same time by connecting the components to each other and connecting and reinforcing them vertically.
　請求項２の発明によれば、接合用の上面の突起と下面の穴を設けていない従来の補強コンクリートブロック造やレンガ造の組積に比べ、組積構造の水平力に対しての強度が増し、ブロック同士のズレを解消する事により、安定した組積が出来る。又、その形状により、様々な組み合わせが可能となり多様な構造体を作ることが出来る。 According to the invention of claim 2, the strength against the horizontal force of the masonry structure is higher than that of a conventional masonry structure of a reinforced concrete block or brick that does not have a projection on the upper surface for joining and a hole on the lower surface. By increasing and eliminating the misalignment between blocks, stable masonry can be achieved. Moreover, various combinations are possible depending on the shape, and various structures can be made.
　請求項３の発明によれば、上面の穴３と下面の穴３に樹脂、ゴム製等のダボ７を組み合わせることからなるブロック製品とその組積方法は、ダボを持たない従来のコンクリートブロックやレンガの組積に比べ、水平力に対しての強度が増し、ブロック同士のズレを解消する事により、安定した組積が出来る。又、その形状により、様々な組み合わせが可能となり多様な構造体を作ることが出来る。 According to the invention of claim 3, a block product comprising a combination of a dowel 7 made of resin, rubber or the like in the hole 3 on the upper surface and the hole 3 on the lower surface, and a method for assembling the block product, a conventional concrete block having no dowels, Compared to brick masonry, the strength against horizontal force is increased, and stable masonry can be achieved by eliminating misalignment between blocks. Moreover, various combinations are possible depending on the shape, and various structures can be made.
　請求項４，５の発明によれば、本発明のブロック製品とその組積方法は、横連結プレート６と縦連結長ナット付きボルト１０で緊結した段に必要な強度が現れ、一日の組積高さの限界が無い。高さ調整もナット３２の高さを揃えるだけで可能であり、比較的容易に施工出来る為、特に熟練工を要さない。又、従来の補強コンクリートブロック造では不可能だった面外方向の縦横２列の補強（図１１）や、補強した斜め組積（図１０）も可能である。図７や図８のブロック製品の様々な組み合わせにより、更に多様な構造体を作ることが出来る。 According to the fourth and fifth aspects of the present invention, the block product of the present invention and the method for assembling the block product show the necessary strength at the stage connected by the lateral connection plate 6 and the bolt 10 with the longitudinal connection long nut. There is no limit on the height. The height can be adjusted only by aligning the height of the nut 32, and since it can be constructed relatively easily, no special skill is required. In addition, it is possible to reinforce the vertical and horizontal two rows in the out-of-plane direction (FIG. 11) and the reinforced diagonal masonry (FIG. 10), which were impossible with the conventional reinforced concrete block structure. Various structures can be made by various combinations of the block products shown in FIGS.
　請求項６の発明によれば、組積構造に横補強となる横連結プレート６が無いブロック製品１０１～１４６を使用することで、横方向の補強の間隔の調整をする事が出来る。 According to the invention of claim 6, by using the block products 101 to 146 which do not have the lateral connection plate 6 for lateral reinforcement in the masonry structure, the lateral reinforcement interval can be adjusted.
　請求項７の発明によれば、従来の補強コンクリートブロック造やレンガ造では不可能であった免震構造が可能である。 According to the invention of claim 7, a seismic isolation structure that is impossible in the conventional reinforced concrete block structure or brick structure is possible.
　請求項８の発明によれば、従来の補強コンクリートブロック造やレンガ造では不可能であった制震構造が可能である。 According to the invention of claim 8, a vibration control structure that is impossible with the conventional reinforced concrete block structure or brick structure is possible.
本発明に係る実施形態のブロック製品と関連部品による組積構造を表す斜視図である。It is a perspective view showing the masonry structure by the block product and related parts of embodiment which concerns on this invention. 本発明のブロック製品であるブロック101の斜視図である。It is a perspective view of the block 101 which is the block product of this invention. 本発明のブロック製品である横連結プレート有りのブロック101jpの斜視図である。It is a perspective view of the block 101jp with a horizontal connection plate which is a block product of this invention. 本発明のブロック製品であるコーナー用ブロック103と、コーナー用ブロック横連結プレート有りの103ｊｐの斜視図であるIt is the perspective view of 103 jp with the corner block 103 which is the block product of this invention, and the corner block horizontal connection plate 本発明のブロック製品であるブロック201と、横連結プレート有りのブロック201jpと、ダボ７の斜視図であるIt is the perspective view of the block 201 which is the block product of this invention, the block 201jp with a horizontal connection plate, and the dowel 7 本発明のブロック製品であるブロック横連結プレート有り101ｊｐの三面図と、横連結プレート６の平面図、正面図である。It is a three-view drawing of 101 jp with a block horizontal connection plate which is a block product of the present invention, a plan view and a front view of the horizontal connection plate 6. 本発明のブロック製品である横連結プレート無しのブロック各種一例の平面図である。It is a top view of various examples of a block without a horizontal connection plate which is a block product of the present invention. 本発明のブロック製品である横連結プレート有りのブロック各種一例の平面図である。It is a top view of various examples of a block with a horizontal connection plate which is a block product of the present invention. 本発明のブロック製品と関連部品で組積した状態の三面図である。It is a three-view figure of the state assembled by the block product of this invention and related parts. 本発明のブロック製品で斜めに組積した一例の断面図である。It is sectional drawing of an example assembled diagonally with the block product of this invention. 本発明のブロック製品で縦横の補強を２列にし、組積した一例の平面図である。FIG. 4 is a plan view of an example in which the vertical and horizontal reinforcements are arranged in two rows in the block product of the present invention. 本発明のブロック製品を使用した免震組積構造の概念図である。It is a conceptual diagram of the seismic isolation masonry structure using the block product of this invention. 本発明のブロック製品を使用した制震組積構造の正面概念図である。It is a front conceptual diagram of the seismic control masonry structure using the block product of this invention.
　先ず、本発明のブロック製品の素材と大きさ、重さについて説明する。ブロック本体の素材は構造物の目的に適した素材とし、建築物の場合、コンクリートやＡＬＣ、レンガ、陶器、ガラス、セラミック、各種樹脂等が挙げられる。基本的なブロックの寸法比は、幅：奥行き：高さは４：２：１とし、人に扱い易い大きさと重さが基本となる。例えば、ブロック２０１をコンクリート素材とし、幅４００mm、奥行き２００mm、高さ１００mmとすると、重さ１８kg程度。幅３００mm、奥行き１５０mm、高さ１００mmとすると重さ１０kg程度となる。 First, the material, size, and weight of the block product of the present invention will be described. The material of the block main body is a material suitable for the purpose of the structure, and in the case of a building, concrete, ALC, brick, ceramics, glass, ceramic, various resins and the like can be mentioned. The basic block size ratio is such that width: depth: height is 4: 2: 1, and the size and weight are easy to handle. For example, if the block 201 is made of concrete and has a width of 400 mm, a depth of 200 mm, and a height of 100 mm, the weight is about 18 kg. If the width is 300 mm, the depth is 150 mm, and the height is 100 mm, the weight is about 10 kg.
　又、ブロック製品の材質の特性によるで温度変化での変形や、製品加工精度の問題を考慮し、組積時のブロック製品同士にはクリアランスが必要となる。例えば製品精度と温度変化がプラスマイナス１mmであればクリアランスは２mmとなる。この場合、組積ピッチ（モデュール寸法）を幅４００mm、奥行き２００mm、高さ１００mmとするとブロック製品の寸法は、幅３９８mm、奥行き１９８mm、高さ９８mmとなる。 Also, due to the characteristics of the block product material, considering the deformation due to temperature change and the problem of product processing accuracy, clearance is required between the block products at the time of assembly. For example, if the product accuracy and temperature change are plus or minus 1 mm, the clearance is 2 mm. In this case, if the assembly pitch (module dimension) is 400 mm wide, 200 mm deep, and 100 mm high, the dimensions of the block product are 398 mm wide, 198 mm deep, and 98 mm high.
　前記のクリアランスは、目的の構造物に目地が必要な場合も考慮する。 The above clearance is taken into account when the target structure requires joints.
　ブロック製品の種類については、一例として図７や図８の種類があり、２０１、２０１ｊｐ、３０１、３０１ｊｐも、図は省略するが同様に各種形状がある。又、ブロック製品の幅：奥行き：高さは、それぞれ4：1：1や3：2：1等の形状であってもよい。この他にも、組積方法、規格に合った様々な寸法比のブロック製品が可能である。 As the types of block products, there are the types of FIG. 7 and FIG. 8 as an example, and 201, 201 jp, 301, and 301 jp have various shapes as well, although not shown. In addition, the width: depth: height of the block product may be shapes such as 4: 1: 1 or 3: 2: 1, respectively. In addition, block products with various dimensional ratios that meet the assembly method and standards are possible.
　ブロック製品の横連結プレートについては、図８にあるようにブロック本体に見合った形状を持ち、前述のブロック製品本体の素材の特性に合った、材質とする。例えばブロック製品本体がコンクリートの場合、熱による膨張率が近似となる鉄が適切となる。 The horizontal connecting plate of the block product has a shape that matches the block body as shown in FIG. 8, and is made of a material that matches the characteristics of the block product body. For example, when the block product body is concrete, iron whose thermal expansion coefficient is approximate is appropriate.
　次に本発明のブロック製品の基本的な組積方法を説明する（図１）。建築物の場合は、適切な基礎３０に組積する。 Next, the basic assembly method of the block product of the present invention will be described (FIG. 1). In the case of a building, it is stacked on an appropriate foundation 30.
　先ず、基礎３０に支持されたアンカーボルト３１にナット類３２を高さを調整し設置する。 First, the nuts 32 are adjusted and installed on the anchor bolts 31 supported by the foundation 30.
　アンカーボルト３１は、縦連結長ナット付きボルト１０の必要箇所に予め設置しておく。縦補強となる連続した縦連結長ナット付きボルト１０と、横補強となる連続した横連結プレート６を用いる間隔は、建物の構造計算等により決定する。 The anchor bolt 31 is installed in advance in a necessary portion of the bolt 10 with the longitudinal connection long nut. The space | interval which uses the bolt 10 with the continuous vertical connection long nut used as vertical reinforcement and the continuous horizontal connection plate 6 used as horizontal reinforcement is determined by the structural calculation of a building, etc.
　次に、基礎３０のブロックを組積する面に必要に応じて接着剤を塗布する。接着剤は構造物の目的により使用し、構造計算等にて決定する。
　例えば、組積構造に接着剤が必要で、コンクリート素材のブロック製品と同等の圧縮強度が接着剤に求められる場合は、同程度の圧縮強度を持つモルタル等を使用する。接着剤にブロック製品と同等の圧縮強度を求めず、水密性と気密性の保持、ブロック自重への応力が目的の場合、外力の水平、垂直、面外方向の力に対する必要な応力の殆どは、連続した横連結プレート６と連続した縦連結長ナット付きボルト１０が負担する。接着剤は外力の水平、垂直、面外方向の力を負担しないので剥離可能な粘着力で充分であり、その場合、ブロックを組積した後、解体して再利用が可能となる。接着剤はブロック製品の接合面全てに適切に塗布する。 Next, if necessary, an adhesive is applied to the surface on which the blocks of the foundation 30 are stacked. Adhesive is used according to the purpose of the structure, and is determined by structural calculation.
For example, when an adhesive is required for the masonry structure and the adhesive is required to have a compressive strength equivalent to that of a concrete block product, a mortar having a comparable compressive strength is used. If the compressive strength equivalent to that of the block product is not required for the adhesive, and the purpose is to maintain watertightness and airtightness, and stress on the block's own weight, most of the necessary stress for horizontal, vertical, and out-of-plane force The continuous horizontal connection plate 6 and the continuous vertical connection long nut bolt 10 bear the burden. Since the adhesive does not bear external force in the horizontal, vertical, and out-of-plane directions, a peelable adhesive force is sufficient. In this case, after the blocks are stacked, they can be disassembled and reused. Adhesive is properly applied to all joint surfaces of block products.
　次に横連結プレート付きブロックを基礎３０に順次設置し、基礎３０から支持されたアンカーボルト３１に縦連結長ナット付きボルト１０で緊結する。ブロック製品の縦目地となる面にも必要に応じて接着剤を塗布しながら行う。 Next, the blocks with the lateral connection plates are sequentially installed on the foundation 30 and fastened to the anchor bolts 31 supported from the foundation 30 with the bolts 10 with the longitudinal connection long nuts. It is performed while applying adhesive on the vertical joints of the block product as necessary.
　二段目以降の組積するブロックは、建物の構造計算等の結果により、組積するブロックに横補強となる横連結プレート（６）有りと無しを決定し、適宜組積してゆく。横連結プレート（６）有りの場合は、ブロック組積面へ接着剤を塗布する前に、基礎３０から連続した下段の縦連結長ナット付きボルト１０に、高さ調整したナット類３２を設置しておき、ブロック製品を、当該段の縦連結長ナット付きボルト１０で緊結する。この工程を必要な段まで繰り返す。 ブ ロ ッ ク For the blocks to be stacked in the second and subsequent stages, the presence or absence of the lateral connection plate (6) for lateral reinforcement is determined for the blocks to be stacked based on the result of the structural calculation of the building, and the blocks are stacked appropriately. If there is a horizontal connection plate (6), before applying the adhesive to the block assembly surface, install the nuts 32 whose height has been adjusted to the bolt 10 with the vertical connection long nut that is continuous from the foundation 30. In addition, the block product is fastened with the bolt 10 with the longitudinally connected long nut at the corresponding stage. This process is repeated up to the required stage.
　次に免震構造の組積方法を説明する（図１２）。先ず、目的の目的の構造物に免震層の必要な層、範囲、組積時のブロック同士のクリアランスを構造計算等にて決定する。クリアランスは地震時の想定の変位量を考慮し決定する。 Next, the method of building the seismic isolation structure will be explained (Fig. 12). First, the required layer, range, and clearance between blocks at the time of masonry are determined by structural calculation or the like for the target structure. The clearance is determined in consideration of the estimated displacement during an earthquake.
　構造物が建築物の壁体の場合、手順は前述の（００３０）を同様に行い、次にナット類３２に免震用ゴム製ワッシャー４０を設置する。次に必要に応じ、組積する面の長手方向に二列、弾性シーリング４２を施す。次にブロック製品２０１ｊｐを順次設置し、基礎３０から支持されたアンカーボルト３１に縦連結長ナット付きボルト１０を、免震用ゴム製ワッシャー４０とワッシャーを設置の上、緊結する。この時、ブロック製品の縦目地となる面にも必要に応じて弾性シーリング４２を施しながら順次組積する。 When the structure is a wall of a building, the procedure is the same as the above (0030), and then a rubber washer 40 for seismic isolation is installed on the nuts 32. Next, if necessary, two rows of elastic sealing 42 are applied in the longitudinal direction of the surfaces to be stacked. Next, the block products 201 jp are sequentially installed, and the bolt 10 with a longitudinally connected long nut, the seismic isolation rubber washer 40 and the washer are installed and fastened to the anchor bolt 31 supported from the foundation 30. At this time, assembling is performed sequentially while applying elastic sealing 42 to the vertical joint surface of the block product as necessary.
　次に、一段積み終わったブロック製品２０１ｊｐの上面の穴３に免震用ゴム製ダボ４１をはめ込む。二段目以降の組積するブロックは構造計算等の結果により適宜、ブロック製品２０１又は２０１ｊｐを使用する。　横連結プレート（６）有りのブロック製品２０1ｊｐ場合は、基礎３０から連続した下段の縦連結長ナット付きボルト１０に、高さ調整したナット類３２にと免震用ゴム製ワッシャー４１設置した後、組積する面へ弾性シーリング４２を施工し一段目同様に組積する。
横連結プレート（６）無しの場合は、組積する面へ弾性シーリング４２を施工し組積する。この工程を必要な段まで繰り返す。 Next, the rubber dowel 41 for seismic isolation is fitted into the hole 3 on the upper surface of the block product 201 jp that has been stacked one layer. Blocks 201 or 201 jp are used as appropriate for the blocks to be stacked in the second and subsequent stages depending on the result of structural calculation or the like. In the case of a block product 201 jp with a lateral connection plate (6), after installing the seismic isolation rubber washer 41 on the nuts 32 whose height has been adjusted to the bolt 10 with the vertical connection long nut that is continuous from the foundation 30, The elastic sealing 42 is applied to the surface to be assembled and assembled in the same manner as the first stage.
When there is no lateral connection plate (6), the elastic sealing 42 is applied to the surfaces to be stacked and stacked. This process is repeated up to the required stage.
　次に制震構造の組積方法を説明する（図１３）。構造は前述の免震構造の２０１又は２０１ｊｐのブロック製品の層に構造計算等の結果により適宜３０１又は３０１ｊｐを組積する。 Next, the method of building the damping structure will be explained (Fig. 13). As for the structure, 301 or 301 jp is appropriately stacked on the layer of the above-mentioned seismic isolation structure 201 or 201 jp block product depending on the result of structural calculation or the like.
２　接合用突起
３　接合用穴
４　縦孔
６　横連結プレート
６ａ 滑り止め凹凸
６ｂ 孔
７　ダボ製品
１０　縦連結用長ナット付きボルト
３０　基礎
３１　アンカーボルト
３２　ナット類
４０　免震用ゴム製ワッシャー
４１　免震用ゴム製ダボ
４２　弾性シーリング
１０１　横連結プレート無しブロック製品
１０３　横連結プレート無し、コーナー用ブロック製品
１０３ｊｐ　横連結プレート有り、コーナー用ブロック製品
１０１～１４６　横連結プレート無しのブロック製品各種
１０１ｊｐ 横連結プレート有りブロック
１０１ｊｐ～１４６ｊｐ　横連結プレート有りのブロック製品各種
２０１　横連結プレート無し、両面穴明のブロック製品
２０１ｊｐ 横連結プレート有り、両面穴明のブロック製品
３０１　横連結プレート無し、高質量ブロック製品
３０１ｊｐ　横連結プレート有り、高質量ブロック製品 2 Joining projection 3 Joining hole 4 Vertical hole 6 Horizontal connection plate 6a Non-slip uneven 6b Hole 7 Dowel product 10 Bolt 30 with long nut for vertical connection Base 31 Anchor bolt 32 Nuts 40 Seismic isolation rubber washer 41 Seismic isolation Rubber dowels 42 Elastic sealing 101 Block product 103 without horizontal connection plate No horizontal connection plate, corner block product 103jp With horizontal connection plate, corner block products 101-146 Various block products without horizontal connection plate 101jp With horizontal connection plate Blocks 101 jp to 146 jp Various block products with horizontal connection plate 201 No horizontal connection plate, double-sided drilled block product 201 jp With horizontal connection plate, double-sided drilled block product 301 No horizontal connection plate, high-mass block product 301 jp Horizontal connection type Over door there, high-mass block products

Claims (8)

  1. 　接合の為の噛み合わせ形状を上面と下面に持ち、ブロック自体を補強し、横に接合し、組積構造を横に補強する為の部品（６）を内蔵したブロック製品（１０１ｊｐ～１４６ｊｐ）と、組積時にそのブロック製品を水平調整し支持、ブロック製品同士を相互に緊結し、かつ、自体を縦に連結し、組積構造を縦に補強する部品（１０）を使用した組積構造。　 A block product (101 jp to 146 jp) which has a meshing shape for joining on the upper and lower surfaces, reinforces the block itself, joins sideways, and incorporates parts (6) for laterally reinforcing the masonry structure; The masonry structure using the part (10) that horizontally adjusts and supports the block product at the time of assembling, tightly connects the block products to each other, and vertically reinforces the masonry structure. *
  2. 　前記「接合の為の噛み合わせ形状」として、複数の突起（２）を持った上面と、これをはめ込む下面の穴（３）とを持ったブロック製品（１０１ｊｐ～１４６ｊｐ）を組み合わせた、請求項１に記載の組積構造。 The block product (101 jp to 146 jp) having an upper surface having a plurality of projections (2) and a hole (3) on the lower surface into which the plurality of protrusions (2) are combined as the “joining shape for joining”. The masonry structure according to 1.
  3. 　前記「接合の為の噛み合わせ形状」として、ダボ（７）を挿入した複数の穴（３）を持った上面と、これをはめ込む下面の穴（３）とを持ったブロック製品（２０１，２０１ｊｐ）を組み合わせた、請求項１に記載の組積構造。 Block product (201, 201 jp) having an upper surface having a plurality of holes (3) into which dowels (7) are inserted and a lower surface hole (3) into which the dowels (7) are inserted as the “engagement shape for joining”. The masonry structure according to claim 1, wherein:
  4. 　前記「ブロック自体を補強し、横に接合し、組積構造を横に補強する為の部品」として、前記「組積時にそのブロック製品を水平調整し支持、ブロック製品同士を相互に緊結し、かつ、自体を縦に連結し、組積構造を縦に補強する部品」を任意の箇所で緊結する為の複数の孔（６ｂ）を持った横連結プレート（６）を使用した、各種ブロック製品（１０１ｊｐ～１４６ｊｐ，２０１ｊｐ，３０１ｊｐ）を組み合わせた、請求項１に記載の組積構造。 As the above-mentioned “parts for reinforcing the block itself, joining sideways and reinforcing the masonry structure sideways”, “the block product is horizontally adjusted and supported at the time of assembly, and the block products are mutually connected. In addition, various block products using a horizontal connection plate (6) having a plurality of holes (6b) for connecting the parts vertically and reinforcing the masonry structure vertically at any location. The masonry structure according to claim 1, wherein (101 jp to 146 jp, 201 jp, 301 jp) are combined.
  5. 　前記「組積時にそのブロック製品を水平調整し支持、ブロック製品同士を相互に緊結し、かつ、自体を縦に連結し、組積構造を縦に補強する部品」として、ネジ部と長ナットが一体となった縦連結長ナット付きボルト製品（１０）を使用し、そのネジ部のナット類（３２）の高さ調整にてブロックの水平調整を可能とした、請求項１に記載の組積構造。 As the above-mentioned “parts for horizontally adjusting and supporting the block product at the time of assembly, connecting the block products to each other and connecting them vertically and reinforcing the assembly structure vertically”, the threaded portion and the long nut are The assemblage according to claim 1, wherein the bolt can be horizontally adjusted by adjusting the height of the nuts (32) of the threaded portion using a bolt product (10) having a vertically connected long nut. Construction.
  6. 　請求項１に記載の組積構造に、接合の為の噛み合わせ形状を上面と下面に持ったブロック製品（１０１～１４６，２０１，３０１）をさらに組み合わせた組積構造。 A masonry structure obtained by further combining the masonry structure according to claim 1 with block products (101 to 146, 201, 301) having a meshing shape for joining on an upper surface and a lower surface.
  7. 　請求項２～５に係る組積構造の一部の層に、請求項３のブロック製品本体の形状を持ったブロック製品（２０１，２０１ｊｐ）を使用して免震用ゴム製ダボ（４１）を組み合わせ、前記「組積時にそのブロック製品を水平調整し支持、ブロック製品同士を相互に緊結し、かつ、自体を縦に連結し、組積構造を縦に補強する部品」と、免震層のブロック製品とを、免震用ゴム製ワッシャー（４０）にて耐震上の絶縁状態にし、免震構造とした組積構造。 A rubber dowel (41) for seismic isolation using a block product (201, 201jp) having the shape of the block product main body according to claim 3 is applied to some layers of the masonry structure according to claims 2 to 5. Combination, “parts that horizontally adjust and support the block product at the time of assembly, tightly connect the block products to each other, and vertically connect themselves to vertically reinforce the masonry structure”, A masonry structure in which the block product is insulatively insulated with a seismic isolation rubber washer (40) to provide a seismic isolation structure.
  8. 　請求項７の免震構造の層の一部に、他のブロック製品より高い質量のブロック製品（３０１，３０１ｊｐ）を使用し制震構造（図１３）とした組積構造。 A masonry structure in which a block product (301, 301 jp) having a mass higher than that of other block products is used as a part of the seismic isolation structure layer of claim 7 to form a damping structure (FIG. 13).
PCT/JP2013/084385 2013-01-01 2013-12-22 Construction, blocks for structure, and masonry structure WO2014106933A1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
JP2013-000002 2013-01-01
JP2013000002A JP5447896B1 (en) 2013-01-01 2013-01-01 Building and building block products and masonry methods

Publications (1)

Publication Number Publication Date
WO2014106933A1 true WO2014106933A1 (en) 2014-07-10

Family

ID=50614428

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/JP2013/084385 WO2014106933A1 (en) 2013-01-01 2013-12-22 Construction, blocks for structure, and masonry structure

Country Status (2)

Country Link
JP (1) JP5447896B1 (en)
WO (1) WO2014106933A1 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6526301B1 (en) * 2018-08-08 2019-06-05 屋根裏株式会社 Ostomy facility

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS50120218U (en) * 1974-03-18 1975-10-01
JPS5425606U (en) * 1977-07-21 1979-02-20
JPH06299621A (en) * 1993-04-19 1994-10-25 Taisuke Matsufuji Block stacking structure
JPH07243273A (en) * 1994-03-05 1995-09-19 Sohei Suzuki Process for building earthquake-proof block wall
WO1999005370A1 (en) * 1997-07-24 1999-02-04 Vitali Kobakhidze Interlocking building block system and methods of constructing walls, including with a thermal insulation
JP2002081152A (en) * 2000-09-06 2002-03-22 Japan Science & Technology Corp Brick masonry structure, brick masonry method and brick manufacturing method
JP2006328921A (en) * 2005-05-21 2006-12-07 Hirotaka Takeda Block product including dowel, and its structure

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS50120218U (en) * 1974-03-18 1975-10-01
JPS5425606U (en) * 1977-07-21 1979-02-20
JPH06299621A (en) * 1993-04-19 1994-10-25 Taisuke Matsufuji Block stacking structure
JPH07243273A (en) * 1994-03-05 1995-09-19 Sohei Suzuki Process for building earthquake-proof block wall
WO1999005370A1 (en) * 1997-07-24 1999-02-04 Vitali Kobakhidze Interlocking building block system and methods of constructing walls, including with a thermal insulation
JP2002081152A (en) * 2000-09-06 2002-03-22 Japan Science & Technology Corp Brick masonry structure, brick masonry method and brick manufacturing method
JP2006328921A (en) * 2005-05-21 2006-12-07 Hirotaka Takeda Block product including dowel, and its structure

Also Published As

Publication number Publication date
JP2014148782A (en) 2014-08-21
JP5447896B1 (en) 2014-03-19

Similar Documents

Publication Publication Date Title
EP2456928B1 (en) A structural module for construction of buildings
US20080256894A1 (en) Special and improved configurations for unitized post tension block systems for masonry structures
KR200438913Y1 (en) Earthquake-proof apparatus for constructing earthquake-proof wall consisting of reinforcement brackets and quakeproof bricks
RU2585316C1 (en) Building construction method using angular wall panels and bearing angular wall panel for realising said method
JP5574328B2 (en) Tokai seismic wall and its construction method
KR20120087640A (en) Remodelling Construction Method by Inserting External Precast Concrete Wall Panel into the Internal Area of Beam-column Frame of Building and that Precast Concrete Panel
KR101679666B1 (en) Core structure dor modular building and constructio method therefor
JP7030754B2 (en) Wall structure and how to build the wall structure
JP2013527351A (en) Manufacturing method of small module for construction
WO2014106933A1 (en) Construction, blocks for structure, and masonry structure
KR101407502B1 (en) Joint structure of modular building and method thereof
KR101050167B1 (en) Precasted slab module and knock-down type modular construction of use it and method of the same
KR101522821B1 (en) Seismic strengthening structure of opening of building and method using Seismic strengthening structure of opening of building
JP2006328921A (en) Block product including dowel, and its structure
JP7339865B2 (en) How to install wall panels
JP5003936B2 (en) Reinforced structure
WO2018143792A1 (en) Formwork structure for wall
EP3037599B1 (en) Wall structure
JP2018150692A (en) Exposed column base structure of steel column and method for construction of the same
KR101231779B1 (en) Extended precast concrete panel and construction method of it
JP3851563B2 (en) Frame reinforcement structure and its construction method
KR102318781B1 (en) Wall structure construction method using lightweight foam concrete hollow block.
CN107268837B (en) Assembled expanded stone wallboard and combined installation method thereof
JP5120592B2 (en) Seismic wall structure
RU2368742C1 (en) Method for manufacturing of wall-ceiling structure in reinforced concrete version

Legal Events

Date Code Title Description
121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 13870345

Country of ref document: EP

Kind code of ref document: A1

NENP Non-entry into the national phase

Ref country code: DE

122 Ep: pct application non-entry in european phase

Ref document number: 13870345

Country of ref document: EP

Kind code of ref document: A1

NENP Non-entry into the national phase

Ref country code: JP