[go: up one dir, main page]

JPH10219877A - Earthquake resistant concrete block - Google Patents

Earthquake resistant concrete block

Info

Publication number
JPH10219877A
JPH10219877A JP9059729A JP5972997A JPH10219877A JP H10219877 A JPH10219877 A JP H10219877A JP 9059729 A JP9059729 A JP 9059729A JP 5972997 A JP5972997 A JP 5972997A JP H10219877 A JPH10219877 A JP H10219877A
Authority
JP
Japan
Prior art keywords
block
projecting
recessed
convex
cement
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.)
Pending
Application number
JP9059729A
Other languages
Japanese (ja)
Inventor
Hidekazu Yokoyama
英和 横山
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP9059729A priority Critical patent/JPH10219877A/en
Publication of JPH10219877A publication Critical patent/JPH10219877A/en
Pending legal-status Critical Current

Links

Landscapes

  • Revetment (AREA)

Abstract

PROBLEM TO BE SOLVED: To facilitate piling blocks, and simplify cement and reinforcement while earthquake resistance is kept so as to shorten the term of works by providing a projecting and recessed part in the block and combining a recessed block and a projecting block with each other. SOLUTION: A cavity (a) in the central part of a recessed block 1 and a projecting part (b) of a projecting part 2, and right and left side projecting parts (c) of the recessed block 1 and right and left recessed parts (d) of the projecting block 2 are combined with each other. On the uppermost part, a projecting block having the central part formed as a projecting part and a recessed block having the central part formed as a recessed part are provided, and at the most end part, a recessed block having one face formed as a recessed part and a projecting block having one face formed as a projecting part are provided. At the time of constructing base concrete for foundation, the recessed block 1 and the projecting block 2 are alternately combined, and arranged in a line according to the level to be fixed to the base concrete. After that, the recessed block 1 and the projecting block 2 are alternately piled in such a manner as to alternate with each other. At this time, cement is simplified and in joining the blocks of the uppermost part and the most end part, cement is used. Thus, piling of blocks can be facilitated so as to simplify cement and reinforcement.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】この発明は、コンクリートブ
ロックを積み上げるのに鉄筋やセメントを簡略化し、短
期間で耐震性の積み上げが可能なコンクリートブロック
に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a concrete block capable of stacking concrete blocks in a short period of time by simplifying reinforcing bars and cement, and capable of stacking earthquake-resistant in a short period of time.

【0002】[0002]

【従来の技術】従来は、ブロックを積み上げるのにセメ
ントで完全に接合し、耐震性には鉄筋で補強する等、長
期の施工期間を要しており、各ブロックの積み上げだけ
では耐震性に欠けていた。
2. Description of the Related Art Conventionally, blocks are piled up completely by cement and cement is reinforced with a reinforcing bar for reinforcement, so a long construction period is required. I was

【0003】[0003]

【発明が解決しようとする課題】これは次のような欠点
があった。 (イ)施工にはコンクリート工および鉄筋工に関する高
度の技術を必要とし、かつ長期の施工期間が必要であっ
た。 (ロ)耐震性には鉄筋で補強が不可欠であった。 本発明は、以上の欠点を解決するためになされたもので
ある。
This has the following disadvantages. (A) The construction required a high level of technology related to concrete works and reinforcing steel works, and required a long construction period. (B) Reinforcement with reinforcing bars was essential for earthquake resistance. The present invention has been made to solve the above drawbacks.

【0004】[0004]

【課題を解決するための手段】凹ブロック(1)は中央
部を空洞(a)にして凸ブロック(2)の凸部(b)に
組み合う構造とし、左右の側面を凸部(c)にして凸ブ
ロック(2)の側面凹部(d)に組み合う構造とする。
凸ブロック(2)は中央部を凸部(b)にして凹ブロッ
ク(1)の空洞(a)に組み合う構造とし、左右の側面
を凹部(d)にして凹ブロック(1)の側面凸部(c)
に組み合う構造とする。最上部のブロック(3)、
(4)は凹ブロック(1)の中央部空洞(a)に組み合
う様に中央部を凸部(e)にした構造の凸ブロック
(3)と凸ブロック(2)の中央凸部(b)に組み合う
様に中央部を凹部(f)にした構造の凹ブロック(4)
とする。最端部のブロック(5)、(6)は凹ブロック
(1)の側面凸部(c)に組み合う様に片方の側面を凹
部(g)にした構造の凹ブロック(5)と凸ブロック
(2)の側面凹部(d)に組み合う様に片方の側面を凸
部(h)にした構造の凸ブロック(6)とする。
The concave block (1) has a structure in which the central part is hollow (a) and is combined with the convex part (b) of the convex block (2), and the left and right side surfaces are convex parts (c). And a structure to be combined with the side recess (d) of the convex block (2).
The convex block (2) has a structure in which the central portion is a convex portion (b) and is combined with the cavity (a) of the concave block (1), and the left and right side surfaces are concave portions (d), and the side convex portions of the concave block (1). (C)
And a structure to be combined. The top block (3),
(4) a convex block (3) having a central portion formed into a convex portion (e) so as to be combined with a central cavity (a) of the concave block (1), and a central convex portion (b) of the convex block (2). A concave block (4) having a concave portion (f) in the center so as to fit
And The blocks (5) and (6) at the extreme ends are a concave block (5) and a convex block (5) having a structure in which one side surface is concave (g) so as to be combined with the side convex portion (c) of the concave block (1). A convex block (6) having a structure in which one side is a convex portion (h) so as to be combined with the side concave portion (d) of 2).

【0005】[0005]

【発明の実施の形態】凹ブロック(1)と凸ブロック
(2)を交互に組み合わせることで耐震性を有するブロ
ックに積み上げることができる。
BEST MODE FOR CARRYING OUT THE INVENTION By alternately combining a concave block (1) and a convex block (2), a block having earthquake resistance can be built up.

【0006】[0006]

【実施例】以下、本発明の実施例について説明する。 (イ)最下段のブロックは基礎のベースコンクリート施
工時に凹ブロック(1)と凸ブロック(2)を交互に組
み、レベルを合わせて1列に並べてベースコンクリート
に固定する。(凸ブロックの凸部はベースコンクリート
に埋め込む) (ロ)最下段のブロックが固定後、凹ブロック(1)と
凸ブロック(2)を交互に互い違いに組み合わせて積
む。 (ハ)凹ブロック(1)と凸ブロック(2)の組み合わ
せにはセメントを簡略できるが、最上部(3)、(4)
と最端部(5)、(6)の接合には従来と同様にセメン
トを使用する事で強固に積む事ができる。
Embodiments of the present invention will be described below. (A) The lowermost block is constructed by alternately assembling concave blocks (1) and convex blocks (2) when constructing the base concrete of the foundation, arranging them in a line at the same level, and fixing them to the base concrete. (The convex portion of the convex block is embedded in the base concrete.) (B) After the lowermost block is fixed, the concave blocks (1) and the convex blocks (2) are alternately combined and stacked. (C) The cement can be simplified for the combination of the concave block (1) and the convex block (2), but the top part (3), (4)
The cement can be firmly piled up by using cement as in the past for joining the end portions (5) and (6).

【0007】[0007]

【発明の効果】ブロックを簡単に積むことができ、かつ
セメントおよび鉄筋の簡略化が可能であり工期の短縮が
図れ経済的である。また、鉄筋を簡略化しても地震に対
して耐震性を有する。
According to the present invention, blocks can be easily stacked, cement and reinforcing bars can be simplified, and the construction period can be shortened, which is economical. Also, even if the reinforcing bars are simplified, they have earthquake resistance against earthquakes.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明の凹ブロック斜視図FIG. 1 is a perspective view of a concave block according to the present invention.

【図2】本発明の凸ブロック斜視図FIG. 2 is a perspective view of a convex block according to the present invention.

【図3】本発明の最上部凸ブロック斜視図FIG. 3 is a perspective view of the uppermost convex block of the present invention.

【図4】本発明の最上部凹ブロック斜視図FIG. 4 is a perspective view of the uppermost concave block of the present invention.

【図5】本発明の最端部凹ブロック斜視図FIG. 5 is a perspective view of an endmost concave block of the present invention.

【図6】本発明の最端部凸ブロック斜視図FIG. 6 is a perspective view of an endmost convex block according to the present invention.

【図7】本発明の積み上げ状況図FIG. 7 is a diagram showing the stacking status of the present invention.

【符号の説明】[Explanation of symbols]

1 凹ブロック 2 凸ブロック 3 中央部を凸部にした最上部凸ブロック 4 中央部を凹部にした最上部凹ブロック 5 片面を凹部にした最端部凹ブロック 6 片面を凸部にした最端端凸ブロック a 凹ブロック中央部の空洞 b 凸ブロック中央部の凸部 c 凹ブロックの左右側面凸部 d 凸ブロックの左右側面凹部 e 最上部凸ブロックの中央部凸部 f 最上部凹ブロックの中央部凹部 g 最端部凹ブロックの片面凹部 h 最端部凸ブロックの片面凸部 DESCRIPTION OF SYMBOLS 1 Concave block 2 Convex block 3 Uppermost convex block which made the central part convex 4 Uppermost concave block which made the central part concave 5 Endmost concave block which made concave one side 6 The extreme end which made convex one side Convex block a hollow at the center of concave block b convex at the center of convex block c left and right side convex of concave block d left and right side concave of convex block e central convex of top convex block f central of top concave block Concave part g One-side concave part of the endmost concave block h Single-sided convex part of the endmost convex block

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】ブロックの構造に凹凸部を設け、凹ブロッ
ク(1)と凸ブロック(2)を互いに組み合わせられる
構造とした耐震性コンクリートブロック。
An earthquake-resistant concrete block having a structure in which an uneven portion is provided in a block structure and a concave block (1) and a convex block (2) are combined with each other.
JP9059729A 1997-02-07 1997-02-07 Earthquake resistant concrete block Pending JPH10219877A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9059729A JPH10219877A (en) 1997-02-07 1997-02-07 Earthquake resistant concrete block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9059729A JPH10219877A (en) 1997-02-07 1997-02-07 Earthquake resistant concrete block

Publications (1)

Publication Number Publication Date
JPH10219877A true JPH10219877A (en) 1998-08-18

Family

ID=13121587

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9059729A Pending JPH10219877A (en) 1997-02-07 1997-02-07 Earthquake resistant concrete block

Country Status (1)

Country Link
JP (1) JPH10219877A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013209806A (en) * 2012-03-30 2013-10-10 Nd Leasing System Co Ltd Barrier block

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013209806A (en) * 2012-03-30 2013-10-10 Nd Leasing System Co Ltd Barrier block

Similar Documents

Publication Publication Date Title
US20070130854A1 (en) Web offset lug dry-stack system
US20100162650A1 (en) Drywall construction method and apparatus
CA2216182C (en) Cellular resin block and structure unit for exterior structure using such block
JPH10219877A (en) Earthquake resistant concrete block
JP2003193544A (en) Concrete assembly structure
CN212000597U (en) Connecting structure for assembled bridge pier column and bearing platform
KR200434622Y1 (en) Precast concrete panels
CN218060702U (en) A Post-cast Integral Assembled Concrete Frame Beam-Column Joint
JPH059999A (en) Concrete block and its construction method
JPH0334967Y2 (en)
JP4899267B2 (en) Concrete block, method for constructing and reinforcing wall using this concrete block
JP2714469B2 (en) Lattice beam foundation formwork
JPH0525997B2 (en)
JPS5913621B2 (en) block panel
JPH1113291A (en) Earthquake-proof wall adding method for existing building
JPH0336328A (en) Method of construction for protective wall
JP2904648B2 (en) Construction method of earthquake-resistant wall using PC version
JPH0651992B2 (en) Wall structure
JPH1046805A (en) Formwork panel
JP2000282611A (en) Joint structure for composite floor slab of steel and concrete
JPH0442411Y2 (en)
JPH0442418Y2 (en)
JPS62153421A (en) Block of retaining wall
JPS61211435A (en) Long span non-timbering slab construction method
JPH037451Y2 (en)