JP2012207512A - Sk type flame-shaped concrete block - Google Patents

Sk type flame-shaped concrete block Download PDF

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Publication number
JP2012207512A
JP2012207512A JP2011091554A JP2011091554A JP2012207512A JP 2012207512 A JP2012207512 A JP 2012207512A JP 2011091554 A JP2011091554 A JP 2011091554A JP 2011091554 A JP2011091554 A JP 2011091554A JP 2012207512 A JP2012207512 A JP 2012207512A
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Prior art keywords
concrete block
allows
frame
shaped
concrete
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JP2011091554A
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Japanese (ja)
Inventor
Teruji Sakakibara
輝二 榊原
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Individual
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Priority to JP2011091554A priority Critical patent/JP2012207512A/en
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Abstract

PROBLEM TO BE SOLVED: To provide a frame-shaped concrete block allowing construction by a break joint method, allowing construction at uniform vertical reinforcement intervals of 200 mm, and easily securing integration with a load bearing wall orthogonal to an inside partition wall.SOLUTION: A frame-shaped concrete block including two webs 1-2 arranged at positions at which an interval between center lines of the webs is a quarter of a length of the block allows construction by a break joint method and allows construction at vertical reinforcement intervals of a multiple of 200 mm. A frame-shaped concrete block including connecting recess joints 1-3 withstands concrete placing pressure in placing concrete. A frame-shaped concrete block including breaking V-shaped grooves 1-4 allows easy breaking and allows integration with the concrete even by the break joint method. A frame-shaped concrete block including the breaking V-shaped grooves 1-4 in the centers of both faces of a flange 1 allows breaking of only the one face and allows integration with the concrete orthogonal to a partition wall.

Description

発明の詳細な説明Detailed Description of the Invention

本発明は、建築工事で使用される、型枠状コンクリートブロックが、破れ目地で施工でき、工事現場で、その用途に合わせて、誰でもが、加工できるようにしたものである。In the present invention, a formwork-like concrete block used in construction work can be constructed at a tear joint, and anyone can process it at the construction site according to its use.

従来の型枠状コンクリートブロックは、芋目地でしか使用できなかったのである。Conventional formwork-like concrete blocks could only be used at the joints.

正確に縦筋を２００ｍｍピッチの倍数で配筋出来、その鉄筋コンクリートとしての、強度のばらつきがなくなったのである。The longitudinal bars could be accurately arranged at multiples of 200mm pitch, and the strength variation as reinforced concrete was eliminated.

この発明により、施工の期間の短縮が図られ、誰でもが、簡単な道具さえあれば、専門的な知識が無くても、施工が出来るようになったのである。With this invention, the construction period can be shortened, and anyone can perform construction without any specialized knowledge as long as they have simple tools.

基準法上、階数と高さの制限は５階と２０ｍまでとあるが、用途の制限が無く、その使われる用途は無制限なのである。According to the standard law, the number of floors and the height are limited to the 5th floor and 20m, but there are no restrictions on the use, and the use that can be used is unlimited.

発明の詳細な説明Detailed Description of the Invention

本発明は、建築工事で使用される、型枠状コンクリートブロックが、破れ目地で施工でき、工事現場で、その用途に合わせて、誰でもが、加工できるようにしたものである。In the present invention, a formwork-like concrete block used in construction work can be constructed at a tear joint, and anyone can process it at the construction site according to its use.

従来の型枠状コンクリートブロックは、芋目地でしか使用できなかったのである。Conventional formwork-like concrete blocks could only be used at the joints.

正確に鉄筋を２００ｍｍピッチの倍数で配筋出来、その鉄筋コンクリートとしての、強度のばらつきがなくなったのである。The rebars could be accurately arranged at multiples of 200mm pitch, and there was no variation in strength as the reinforced concrete.

この発明により、施工の期間の短縮が図られ、誰でもが、簡単な道具さえあれば、専門的な知識が無くても、施工が出来るようになったのである。With this invention, the construction period can be shortened, and anyone can perform construction without any specialized knowledge as long as they have simple tools.

基準法上、階数と高さの制限は５階と２０ｍまでとあるが、用途の制限が無く、その使われる用途は無制限なのである。According to the standard law, the number of floors and the height are limited to the 5th floor and 20m, but there are no restrictions on the use, and the use that can be used is unlimited.

基本型型枠状コンクリートブロックBasic formwork concrete block 隅用型枠状コンクリートブロックCorner formwork concrete block

１．型枠状コンクリートブロックのフランジ
２．型枠状コンクリートブロックのウエブ
３．連結用凹み目地
４．切断用Ｖ溝
５．水切り用面取り1. 1. Flange of formwork concrete block 2. Formwork concrete block web 3. Recessed joint joint 4. V-groove for cutting Chamfer for draining

Claims (7)

長さ４００ｍｍの基本型枠状コンクリートブロックの２枚のウエブの中心線間隔を中央で１００ｍｍとする。The distance between the center lines of the two webs of the basic mold-like concrete block having a length of 400 mm is set to 100 mm at the center. 長さ４００ｍｍの型枠状コンクリートブロックの基本形のフランジの両面に連結用凹み溝を４箇所設ける。Four connecting recess grooves are provided on both sides of a basic flange of a 400 mm long formwork concrete block. 長さ４００ｍｍの型枠状コンクリートブロックの基本形の２枚のウエブの中央に破断用Ｖ溝を２箇所設ける。Two breaking V-grooves are provided at the center of two webs of a basic form of a formwork concrete block having a length of 400 mm. 長さ４００ｍｍの型枠状コンクリートブロックの基本形の上面に水きり用面取りを設ける。A chamfer for water drainage is provided on the upper surface of a basic form of a formwork concrete block having a length of 400 mm. 長さ４００ｍｍの隅用型枠コンクリートブロックの１枚のウエブの中心線を端から１５０ｍｍの位置に設ける。A center line of one web of a corner formwork concrete block having a length of 400 mm is provided at a position 150 mm from the end. 長さ４００ｍｍの隅用コンクリートブロックの側面の直行する部分に破断用Ｖ溝を巾を１４０ｍｍとして２箇所設ける。Two V-grooves for breakage having a width of 140 mm are provided in the perpendicular portion of the side surface of the corner concrete block having a length of 400 mm. 長さ４００ｍｍの隅用型枠コンクリートブロックの直行する外部の側面と解放されたフランジの縦方向に連結用凹みを間隔１７０ｍｍとして２箇所設ける。Two connecting dents are provided at intervals of 170 mm in the longitudinal direction of the external side surface of the 400 mm-long corner formwork concrete block and the released flange.
JP2011091554A 2011-03-29 2011-03-29 Sk type flame-shaped concrete block Withdrawn JP2012207512A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2011091554A JP2012207512A (en) 2011-03-29 2011-03-29 Sk type flame-shaped concrete block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2011091554A JP2012207512A (en) 2011-03-29 2011-03-29 Sk type flame-shaped concrete block

Publications (1)

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JP2012207512A true JP2012207512A (en) 2012-10-25

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JP2011091554A Withdrawn JP2012207512A (en) 2011-03-29 2011-03-29 Sk type flame-shaped concrete block

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105904119A (en) * 2016-04-05 2016-08-31 福建帆新能源装备制造有限公司 Flange conicity correction method after welding between tower drum and flange
CN114658007A (en) * 2022-04-01 2022-06-24 中铁二十局集团第四工程有限公司 Grooving reinforcing device and grooving reinforcing method for diaphragm wall

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105904119A (en) * 2016-04-05 2016-08-31 福建帆新能源装备制造有限公司 Flange conicity correction method after welding between tower drum and flange
CN105904119B (en) * 2016-04-05 2017-12-26 福建福船一帆新能源装备制造有限公司 A kind of flange taper antidote after tower drum flange welding
CN114658007A (en) * 2022-04-01 2022-06-24 中铁二十局集团第四工程有限公司 Grooving reinforcing device and grooving reinforcing method for diaphragm wall

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