JP2007177595A - Connecting block with installation of horizontal reinforcing bar - Google Patents
Connecting block with installation of horizontal reinforcing bar Download PDFInfo
- Publication number
- JP2007177595A JP2007177595A JP2005381253A JP2005381253A JP2007177595A JP 2007177595 A JP2007177595 A JP 2007177595A JP 2005381253 A JP2005381253 A JP 2005381253A JP 2005381253 A JP2005381253 A JP 2005381253A JP 2007177595 A JP2007177595 A JP 2007177595A
- Authority
- JP
- Japan
- Prior art keywords
- reinforcing bars
- concrete blocks
- blocks
- horizontal reinforcing
- connecting block
- 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
Links
Images
Abstract
Description
本発明は、コンクリートブロック、横補強筋と連結ブロックとの組み合わせに、関するものである。 The present invention relates to a combination of a concrete block, a lateral reinforcing bar and a connecting block.
従来、コンクリートブロックを連結ブロックで横方向の連結を施し、連結ブロックの上に横補強筋を据え付けしていた。 Conventionally, a concrete block is connected in a horizontal direction with a connecting block, and a horizontal reinforcing bar is installed on the connecting block.
しかしながら、横補強筋は据え付け位置が不確定であり、なお、連結ブロックは横方向の連結を施すもので、縦方向のズレに考慮されたものでないという問題点がある。 However, the installation position of the horizontal reinforcing bars is uncertain, and the connection block performs connection in the horizontal direction, and there is a problem in that it is not considered in the vertical shift.
本発明は、このような従来の問題を解決しようとするもので、横補強筋をコンクリートブロックのほぼ中央に据え付けすることが出来、コンクリートブロックの縦方向のズレが発生しないようにすることが出来る。 The present invention is intended to solve such a conventional problem, and it is possible to install the lateral reinforcing bars almost at the center of the concrete block so that the vertical displacement of the concrete block does not occur. .
本発明は連結ブロックの上部を半月型の凹みを設け、なお、連結ブロックの上端部が連結されたコンクリートブロックの天端より上に突出することにより、上記課題を解決したものである。 This invention solves the said subject by providing the upper part of a connection block with a half-moon-shaped dent, and protruding the upper end part of a connection block above the top end of the connected concrete block.
本発明の連結ブロックは、図1に示されるように、建築構造体にアンカーされた差し筋を、コンクリートブロックの空洞部分に挿入するように積み、隣り合わせたコンクリートブロックを連結ブロック1で接合し、これを次々と繰り返し行い、一段目が積み終わった後、横補強筋を連結ブロック1の上に据え付けした後、二段目のコンクリートブロックを積む、この行程を必要な段数まで積み上げる、連結ブロック1の作用で横補強筋はコンクリートブロックのほぼ中央に据え付けされ、なお、モルタルを充填しなくても横方向、縦方向のコンクリートブロックは自立でき、その後コンクリートブロックの空洞に縦補強筋を差し込み、モルタルを充填し、モルタルが硬化することにより、連結ブロックはより接合を強めるものとなる。 As shown in FIG. 1, the connecting block of the present invention is constructed by stacking the reinforcing bars anchored to the building structure so as to be inserted into the hollow portion of the concrete block, and joining the adjacent concrete blocks with the connecting block 1. This is repeated one after another. After the first stage is stacked, the horizontal reinforcing bars are installed on the connection block 1 and then the second stage concrete block is stacked. This process is piled up to the required number of stages. The horizontal reinforcing bars are installed in the center of the concrete block by the action of the above, and the horizontal and vertical concrete blocks can be self-supporting without filling with mortar, and then the vertical reinforcing bars are inserted into the cavity of the concrete block. When the mortar is hardened, the connecting block further strengthens the bonding.
以上のように、請求項1記載の発明によれば、連結ブロック1の作用でコンクリートブロックの横補強筋はコンクリートブロックのほぼ中央に据え付けされ、コンクリートブロックを必要な段数まで積み上げた後、縦補強筋を差し込む場合、横補強筋の位置が不規則でないため、障害とはならない、なお、コンクリートブロックは横方向の連結のみならず、縦方向のズレを防ぐことが出来、コンクリートブロックをより安全に、障害もなく施工することが出来る。 As described above, according to the first aspect of the present invention, the lateral reinforcing bars of the concrete block are installed at the substantially center of the concrete block by the action of the connecting block 1, and after the concrete block is stacked up to the required number of stages, the vertical reinforcement is performed. When inserting the bars, the position of the horizontal reinforcing bars is not irregular, so it will not be a hindrance. In addition, the concrete block can prevent not only horizontal connection but also vertical displacement, making the concrete block safer Can be constructed without obstacles.
1 連結ブロック 1 connection block
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2005381253A JP2007177595A (en) | 2005-12-26 | 2005-12-26 | Connecting block with installation of horizontal reinforcing bar |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2005381253A JP2007177595A (en) | 2005-12-26 | 2005-12-26 | Connecting block with installation of horizontal reinforcing bar |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2007177595A true JP2007177595A (en) | 2007-07-12 |
Family
ID=38303044
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2005381253A Pending JP2007177595A (en) | 2005-12-26 | 2005-12-26 | Connecting block with installation of horizontal reinforcing bar |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2007177595A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101320092B1 (en) | 2013-04-19 | 2013-10-18 | 배성조 | Method for constructing of wall and wall structure threrof |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6042808U (en) * | 1983-09-02 | 1985-03-26 | 深野 利行 | Concrete block connection fittings |
JPH02147510U (en) * | 1989-05-16 | 1990-12-14 | ||
JPH094091A (en) * | 1995-06-22 | 1997-01-07 | Seiji Kawaguchi | Joint for reinforcing wall of hollow concrete block, and block base |
JPH1122100A (en) * | 1997-07-04 | 1999-01-26 | Shoei:Kk | Construction member for assembly of block |
JP2004232249A (en) * | 2003-01-29 | 2004-08-19 | Shiro Nozaki | Reinforced concrete block and joint block |
-
2005
- 2005-12-26 JP JP2005381253A patent/JP2007177595A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6042808U (en) * | 1983-09-02 | 1985-03-26 | 深野 利行 | Concrete block connection fittings |
JPH02147510U (en) * | 1989-05-16 | 1990-12-14 | ||
JPH094091A (en) * | 1995-06-22 | 1997-01-07 | Seiji Kawaguchi | Joint for reinforcing wall of hollow concrete block, and block base |
JPH1122100A (en) * | 1997-07-04 | 1999-01-26 | Shoei:Kk | Construction member for assembly of block |
JP2004232249A (en) * | 2003-01-29 | 2004-08-19 | Shiro Nozaki | Reinforced concrete block and joint block |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101320092B1 (en) | 2013-04-19 | 2013-10-18 | 배성조 | Method for constructing of wall and wall structure threrof |
WO2014171628A1 (en) * | 2013-04-19 | 2014-10-23 | 나라앤텍(주) | Method for constructing wall of building and wall structure |
CN105229245A (en) * | 2013-04-19 | 2016-01-06 | 奈良科技有限公司 | The wall construction method of building and metope structure thing |
CN105229245B (en) * | 2013-04-19 | 2017-05-17 | 奈良科技有限公司 | Method for constructing wall of building and wall structure |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN103334422B (en) | Assembled embedded type prefabricated hollow underground continuous wall and construction method thereof | |
JP2006283292A (en) | Retaining wall structure and retaining wall construction method | |
ES2533339T3 (en) | Formwork modules, assembled and disposable, to build modular formwork to make concrete foundations | |
CN209227843U (en) | Wall vertical connection structure and assembled arthitecutral structure system | |
CN207402953U (en) | For pouring sectional die, vertical die component and the prefabricated overlapping wall body structure of prefabricated overlapping wall | |
CN101936074B (en) | Fast building earthquake-resisting reinforcing method and device | |
KR101526889B1 (en) | Permanent form and construction method for coping | |
CN207003713U (en) | A kind of part cast-in-place shear wall | |
JP2009097212A (en) | Precast concrete pole and method of joining the same | |
CN203334270U (en) | Mountable buried type prefabricated hollow underground diaphragm wall | |
CN103758207B (en) | Semi-prefabricated semi-cast-in-place type frame structure of integrated building and construction method thereof | |
JP5151442B2 (en) | PC wallboard joining method, wall structure | |
JP2007177595A (en) | Connecting block with installation of horizontal reinforcing bar | |
KR20090006127U (en) | Shedding mechanism for opening slab | |
KR100761964B1 (en) | A mold for constructing wall of concrete building | |
JP7323931B2 (en) | Embankment raising structure and construction method of embankment raising structure | |
JP6620353B2 (en) | Concrete member joint structure and concrete structure construction method | |
JP4652624B2 (en) | Formwork panel for wall construction and exterior, and manufacturing method thereof | |
JP3969343B2 (en) | Retaining wall blocks and retaining walls | |
KR20170113862A (en) | The block decreasing the amount of concret mortar to build Nonbearing wall | |
KR200211308Y1 (en) | Longitudinal coupling structure of assembled culverts | |
CN106639097A (en) | Construction method for cast-in-situ reinforced concrete floor and floor structure | |
KR101219459B1 (en) | The water-storage tank of assembly type and method for constructing thereof | |
CN208084639U (en) | Sectional die for pouring prefabricated overlapping wall and prefabricated overlapping wall body structure | |
CN107511914A (en) | For pouring sectional die, casting method and the prefabricated overlapping wall body structure of prefabricated overlapping wall |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A131 | Notification of reasons for refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A131 Effective date: 20090512 |
|
A521 | Written amendment |
Free format text: JAPANESE INTERMEDIATE CODE: A523 Effective date: 20090618 |
|
A521 | Written amendment |
Free format text: JAPANESE INTERMEDIATE CODE: A523 Effective date: 20090630 |
|
A131 | Notification of reasons for refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A131 Effective date: 20091124 |
|
A521 | Written amendment |
Free format text: JAPANESE INTERMEDIATE CODE: A523 Effective date: 20100106 |
|
A02 | Decision of refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A02 Effective date: 20100622 |