JP3184050U - Seismic block - Google Patents

Seismic block Download PDF

Info

Publication number
JP3184050U
JP3184050U JP2013001462U JP2013001462U JP3184050U JP 3184050 U JP3184050 U JP 3184050U JP 2013001462 U JP2013001462 U JP 2013001462U JP 2013001462 U JP2013001462 U JP 2013001462U JP 3184050 U JP3184050 U JP 3184050U
Authority
JP
Japan
Prior art keywords
mold
block body
reinforcing bar
earthquake
installation surface
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.)
Expired - Lifetime
Application number
JP2013001462U
Other languages
Japanese (ja)
Inventor
弥四郎 児矢野
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 JP2013001462U priority Critical patent/JP3184050U/en
Application granted granted Critical
Publication of JP3184050U publication Critical patent/JP3184050U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Landscapes

  • Fencing (AREA)

Abstract

【課題】施工が簡便で使い勝手がよく、且つ軽量で運搬や収納面で優れ、さらに高い強度を発揮する耐震用ブロック体を提供する。
【解決手段】耐震用ブロック体１は、設置面上に固定される鉄筋２と、鉄筋の周囲に配設される、上下に開口部を有する型枠１０と、鉄筋の周囲に型枠を配設した状態で型枠内に注入されるコンクリート２０と、により構成される。また、型枠は底面幅広状のテーパ状に形成されており、型枠の下部の開口部および鉄筋の下部を設置面内に埋設した。さらに、型枠の周囲に補強材を配設することが好ましい。
【選択図】図１An object of the present invention is to provide an earthquake-resistant block body that is easy to construct, easy to use, light in weight, excellent in transportation and storage, and exhibits high strength.
A seismic block body 1 includes a reinforcing bar 2 fixed on an installation surface, a mold frame 10 provided around the reinforcing bar and having openings on the top and bottom, and a mold frame arranged around the reinforcing bar. And concrete 20 poured into the mold in the installed state. Further, the mold was formed in a tapered shape having a wide bottom surface, and the opening at the bottom of the mold and the lower part of the reinforcing bar were embedded in the installation surface. Furthermore, it is preferable to arrange a reinforcing material around the formwork.
[Selection] Figure 1

Description

本考案は、配管用、建築用、フェンス用、駐車場の車止め用等に使用されるブロック体であって、特に、施工が簡便で使い勝手がよく、且つ高い強度を有する耐震用ブロック体に関する。  The present invention relates to a block body used for piping, construction, fences, parking stops, and the like, and particularly relates to an earthquake-resistant block body that is easy to construct, easy to use, and has high strength.

コンクリートのブロック体は、設置面上に型枠を配設し、型枠内にコンクリートを打設し、コンクリートが硬化した後、型枠を取り外して形成していた。しかしながら、従来の型枠においては、組み立てや取り外し作業、また型枠の運搬等が非常に困難であった。  The concrete block was formed by disposing the mold on the installation surface, placing the concrete in the mold, and removing the mold after the concrete hardened. However, in the conventional mold, assembly and removal work, transportation of the mold, and the like are very difficult.

これらの問題を解消するための従来技術として、繊維補強セメント板を捨て型枠として用いて現場でコンクリートを打設して容易に構築できるコンクリート製ガードフェンスがある（例えば特許文献１参照）。
上掲特許文献１のコンクリート製ガードフェンスは、繊維補強セメント板から所要長さのガードフェンス外形に対応した形状に予め造られた型板を用いて現場で組み立てゝ所定の形状の捨て型枠を設置し、該捨て型枠内にコンクリートを打設して製造されることを特徴としている。As a conventional technique for solving these problems, there is a concrete guard fence that can be easily constructed by placing concrete on site using a fiber-reinforced cement board as a discarded mold (see, for example, Patent Document 1).
The concrete guard fence of the above-mentioned patent document 1 is assembled on site using a template pre-made from a fiber reinforced cement board into a shape corresponding to the outer shape of the guard fence of a required length. It is characterized by being installed and manufactured by placing concrete in the discarded formwork.

特開平６−５７７１７号公報（特許請求の範囲等）JP-A-6-57717 (claims, etc.)

しかしながら、上掲特許文献１のコンクリート製ガードフェンスは、繊維補強セメント板を押え金具で取り付けるため、組み立て作業に手間が掛かるとともに、重量が嵩むために運搬や収納面でも問題が残った。  However, since the concrete guard fence of the above-mentioned patent document 1 attaches the fiber reinforced cement board with the presser fitting, it takes time for assembling work, and the weight increases, so that there are still problems in transportation and storage.

そこで本考案は上記の点に鑑み、施工が簡便で使い勝手がよく、且つ軽量で運搬や収納面で優れ、さらに高い強度を発揮する耐震用ブロック体を提供することにある。  Therefore, in view of the above points, the present invention is to provide an earthquake-resistant block body that is easy to construct, easy to use, lightweight, excellent in transportation and storage, and exhibits higher strength.

上記課題を解決するために本考案の耐震用ブロック体は、設置面上に固定される鉄筋と、該鉄筋の周囲に配設される、上下に開口部を有する型枠と、鉄筋の周囲に型枠を配設した状態で型枠内に注入されるコンクリートと、により構成されることを特徴とする。  In order to solve the above-described problems, an earthquake-resistant block body of the present invention includes a reinforcing bar fixed on an installation surface, a formwork provided around the reinforcing bar and having openings on the top and bottom, and around the reinforcing bar. And concrete poured into the formwork in a state in which the formwork is disposed.

また、前記型枠は底面幅広状のテーパ状に形成されている。  The mold is formed in a tapered shape having a wide bottom surface.

また、前記型枠の下部の開口部を設置面内に埋設した。  Moreover, the opening part of the lower part of the said formwork was embed | buried in the installation surface.

また、前記型枠の周囲に補強材を配設した。  Further, a reinforcing material was disposed around the mold.

さらに、前記鉄筋を設置面内に埋設した  Furthermore, the rebar was embedded in the installation surface.

本考案の耐震用ブロック体によれば、設置面上に固定される鉄筋と、該鉄筋の周囲に配設される、上下に開口部を有する型枠と、鉄筋の周囲に型枠を配設した状態で型枠内に注入されるコンクリートと、により構成されるため、施工が簡便で使い勝手がよく、且つ軽量で運搬や収納面で優れる。  According to the seismic resistant block body of the present invention, a reinforcing bar fixed on the installation surface, a mold having openings at the top and bottom disposed around the reinforcing bar, and a mold around the reinforcing bar. Therefore, the construction is simple and easy to use, and is lightweight and excellent in terms of transportation and storage.

また、前記型枠の底面を設置面内に埋設し、型枠の周囲に補強材を配設したことにより、高い強度が得られ、耐震面においても優れた効果を発揮できる。  Further, by embedding the bottom surface of the mold in the installation surface and disposing a reinforcing material around the mold, a high strength can be obtained and an excellent effect can be exhibited even on the seismic surface.

本考案の耐震用ブロック体の全体斜視図である。It is a whole perspective view of the earthquake-proof block object of the present invention. 前記耐震用ブロック体の鉄筋部分を表す斜視図である。It is a perspective view showing the reinforcing bar part of the said earthquake-resistant block body. 鉄筋に型枠を配設した状態の斜視図である。It is a perspective view in the state where a formwork was arranged in a reinforcing bar. 本考案の耐震用ブロック体に補強材を施した状態の斜視図である。It is a perspective view of the state which gave the reinforcing material to the earthquake-proof block object of the present invention. 鉄筋を設置した施工状態である。It is a construction state where a reinforcing bar is installed. 型枠を配設した施工状態である。This is a construction state in which a formwork is disposed. 型枠内にコンクリートを打設した施工状態である。This is a construction state in which concrete is placed in the formwork. 型枠の底部を埋設した施工状態である。This is a construction state in which the bottom of the formwork is buried.

本考案の耐震用ブロック体は、配管用、建築用、フェンス用、駐車場の車止め用等に使用されるブロック体であって、特に、施工が簡便で使い勝手がよく、且つ高い強度を有することを特徴とする。  The seismic block body of the present invention is a block body used for piping, construction, fences, parking stops, etc., and particularly, it is easy to construct, easy to use and has high strength. It is characterized by.

図示する耐震用ブロック体１は、設置面５上に固定される鉄筋２と、該鉄筋２の周囲に配設される、上下に開口部１１，１２を有する型枠１０と、鉄筋２の周囲に型枠１０を配設した状態で型枠１０内に注入されるコンクリート２０と、により構成されている。  The seismic block body 1 shown in the figure includes a reinforcing bar 2 fixed on an installation surface 5, a form 10 having openings 11 and 12 disposed on the top and bottom of the reinforcing bar 2, and the periphery of the reinforcing bar 2. And concrete 20 poured into the mold 10 with the mold 10 disposed thereon.

鉄筋２は汎用の構造を呈しており、図２に示すように、設置面５の地中に埋設される軸部３と、軸部３間に固定された複数の枠体４とからなる。また、本考案の耐震用ブロック体１に使用される鉄筋２は、硬化したコンクリート２０を補強するものであれば、如何なる構造であってもよい。  The rebar 2 has a general-purpose structure, and includes a shaft portion 3 embedded in the ground of the installation surface 5 and a plurality of frames 4 fixed between the shaft portions 3 as shown in FIG. Further, the reinforcing bar 2 used in the seismic block body 1 of the present invention may have any structure as long as it reinforces the hardened concrete 20.

型枠１０は、前記鉄筋２の周囲に配設されるもので、図３に示すように、複数の部材を連結可能に形成されている。また前記型枠１０の材質は、軽量で、且つ量産が可能であり、適宜強度を有する合成樹脂にて形成されている。なお、本考案の耐震用ブロック体１の型枠１０は、本考案者により出願されている特許第２８６９６１８号の開き防止組立式柱台枠、もしくは実用新案登録第３１７０４６４号の増設柱台枠等が好適に使用される。  The mold 10 is disposed around the reinforcing bar 2 and is formed so that a plurality of members can be connected as shown in FIG. The material of the mold 10 is lightweight and can be mass-produced, and is formed of a synthetic resin having appropriate strength. The form frame 10 of the seismic block body 1 of the present invention is an anti-opening assembly type column base frame of Patent No. 2869618 filed by the present inventor, or an extension column base frame of Utility Model Registration No. 3170464, etc. Are preferably used.

また前記型枠１０の下部には開口部１１が、上部には開口部１２が形成されている。また特に、前記型枠１０は、底面幅広状のテーパ状に形成されており、周囲四隅は湾曲状を呈する。そのことにより、例えば本考案の耐震用ブロック体１を駐車場の車止めに使用した場合、誤ってタイヤやボディーが接触しても、タイヤや車体表面を傷つけることを軽減できる。  An opening 11 is formed at the bottom of the mold 10 and an opening 12 is formed at the top. In particular, the mold 10 is formed in a tapered shape having a wide bottom surface, and the four corners of the periphery are curved. As a result, for example, when the earthquake-resistant block body 1 of the present invention is used for stopping a parking lot, it is possible to reduce damage to the tire or the body surface even if the tire or body comes into contact by mistake.

また耐震用ブロック体１は、鉄筋２の周囲に型枠１０を配設した状態で、型枠１０内にコンクリート２０が注入される。注入されたコンクリート２０が硬化した後、型枠１０はそのまま装着した状態で完成される。そのことにより、施工と仕上げが同時に完了し、面倒な後仕上げを必要としない。  In addition, in the seismic block 1, concrete 20 is poured into the mold 10 in a state where the mold 10 is disposed around the reinforcing bars 2. After the poured concrete 20 is hardened, the mold 10 is completed in a state where it is mounted as it is. As a result, construction and finishing are completed at the same time, and no complicated finishing is required.

また他の好適例として、図８に示すように、前記型枠１０の下部の開口部１１を設置面５内に埋設することが好ましい。型枠１０の開口部１１を設置面５内に埋設することにより、型枠１０の設置強度を向上することができる。  As another preferred example, as shown in FIG. 8, it is preferable to embed an opening 11 at the bottom of the mold 10 in the installation surface 5. By burying the opening 11 of the mold 10 in the installation surface 5, the installation strength of the mold 10 can be improved.

また他の好適例として、図４に示すように、前記型枠１０の周囲に補強材３０を配設してもよい。前記補強材３０は、型枠１０の周囲に木材を組み上げることにより形成できる。前記補強材３０を型枠１０の周囲に形成することで高い強度が得られ、地震等の災害が発生した際でも崩壊することを低減できる。なお、前記補強材３０は上述に限定されるものではなく、型枠１０の崩壊を防ぐものであれば如何なる構造であってもよい。  As another suitable example, as shown in FIG. 4, a reinforcing material 30 may be disposed around the mold 10. The reinforcing material 30 can be formed by assembling wood around the mold 10. By forming the reinforcing material 30 around the mold 10, high strength can be obtained, and even when a disaster such as an earthquake occurs, it is possible to reduce collapse. The reinforcing material 30 is not limited to the above, and may have any structure as long as it prevents the mold 10 from collapsing.

また他の好適例として、図示するように、前記鉄筋２を設置面５内に埋設することが好ましい。前記鉄筋２の軸部３の下部をした設置面５内に埋設することで、鉄筋２の設置強度を向上させることができる。そのことにより、耐震用ブロック体１全体の強度を一層高めることができる。  As another preferred example, it is preferable to embed the reinforcing bar 2 in the installation surface 5 as shown in the figure. The installation strength of the reinforcing bar 2 can be improved by embedding it in the installation surface 5 which is the lower part of the shaft part 3 of the reinforcing bar 2. Thereby, the strength of the whole earthquake-resistant block body 1 can be further increased.

次に、本考案の耐震用ブロック体の施工方法の詳細を図５乃至図８に基づいて説明する。  Next, the detail of the construction method of the earthquake-resistant block body of this invention is demonstrated based on FIG. 5 thru | or FIG.

先ず、図５に示すように、耐震用ブロック体１を設置する設置面５内に鉄筋２の軸部３の下部を埋設する。次に、分割された型枠を連結し、鉄筋２の周囲に組み立てた型枠１０を配置させる。  First, as shown in FIG. 5, the lower part of the shaft portion 3 of the reinforcing bar 2 is embedded in the installation surface 5 on which the earthquake-resistant block body 1 is installed. Next, the divided molds are connected, and the assembled mold 10 is arranged around the reinforcing bars 2.

鉄筋２の周囲に型枠１０を配設した状態で、図７に示すように、型枠１０の上部の開口部１２よりコンクリートを注入する。所定量のコンクリートを注入して硬化させることにより耐震用ブロック体１が形成される。  In a state where the mold 10 is disposed around the reinforcing bar 2, concrete is poured from the opening 12 at the top of the mold 10 as shown in FIG. 7. The earthquake-resistant block body 1 is formed by injecting and curing a predetermined amount of concrete.

また図８に示すように、型枠１０の下部の開口部１１を設置面５内に埋設した後、所定量のコンクリートを注入して硬化させることもできる。そのことにより、耐震用ブロック体１の強度を向上させることができる。  Also, as shown in FIG. 8, after the opening 11 at the bottom of the mold 10 is embedded in the installation surface 5, a predetermined amount of concrete can be injected and cured. Thereby, the strength of the earthquake-resistant block body 1 can be improved.

上述の構造により、本考案の耐震用ブロック体１によれば、施工が簡便で使い勝手がよく、且つ軽量で運搬や収納面で優れる。また、前記型枠１０の下部の開口部１１を設置面内に埋設し、さらに型枠１０の周囲に補強材３０を配設することにより、高い強度が得られ、地震が発生した際でも耐震用ブロック体１が崩壊することを軽減できる。  With the above-described structure, according to the earthquake-resistant block body 1 of the present invention, the construction is simple and easy to use, and it is lightweight and excellent in transportation and storage. Further, by embedding the opening 11 at the lower part of the mold 10 in the installation surface and further arranging the reinforcing material 30 around the mold 10, high strength can be obtained, and even when an earthquake occurs, it is earthquake resistant. It is possible to reduce the collapse of the block 1 for use.

１ 耐震用ブロック体
２ 鉄筋
３ 軸部
４ 枠体
５ 設置面
１０ 型枠
１１ 開口部
１２ 開口部
２０ コンクリート
３０ 補強材1 Block for earthquake resistance 2 Reinforcing bar 3 Shaft 4 Frame 5 Installation surface 10 Form 11 Opening 12 Opening 20 Concrete 30 Reinforcing material

Claims (5)

設置面上に固定される鉄筋と、該鉄筋の周囲に配設される、上下に開口部を有する型枠と、鉄筋の周囲に型枠を配設した状態で型枠内に注入されるコンクリートと、により構成されることを特徴とする耐震用ブロック体。  Reinforcing bars fixed on the installation surface, formwork with openings on the top and bottom disposed around the reinforcing bars, and concrete poured into the formwork with the formwork placed around the reinforcing bars And an earthquake-resistant block body. 前記型枠は、底面幅広状のテーパ状に形成されている請求項１記載の耐震用ブロック体。  The earthquake-resistant block body according to claim 1, wherein the mold is formed in a tapered shape having a wide bottom surface. 前記型枠の下部の開口部を設置面内に埋設した請求項１または２記載の耐震用ブロック体。  The earthquake-resistant block body according to claim 1 or 2, wherein an opening at a lower portion of the mold is embedded in an installation surface. 前記型枠の周囲に補強材を配設した請求項１乃至３のうちいずれか１項に記載の耐震用ブロック体。  The earthquake-resistant block body according to any one of claims 1 to 3, wherein a reinforcing material is disposed around the formwork. 前記鉄筋を設置面内に埋設した請求項１乃至４のうちいずれか１項に記載の耐震用ブロック体。  The earthquake-resistant block body according to any one of claims 1 to 4, wherein the reinforcing bars are embedded in an installation surface.
JP2013001462U 2013-02-28 2013-02-28 Seismic block Expired - Lifetime JP3184050U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2013001462U JP3184050U (en) 2013-02-28 2013-02-28 Seismic block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2013001462U JP3184050U (en) 2013-02-28 2013-02-28 Seismic block

Publications (1)

Publication Number Publication Date
JP3184050U true JP3184050U (en) 2013-06-13

Family

ID=50427955

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2013001462U Expired - Lifetime JP3184050U (en) 2013-02-28 2013-02-28 Seismic block

Country Status (1)

Country Link
JP (1) JP3184050U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015129428A (en) * 2014-01-07 2015-07-16 児矢野 信行 Earthquake resistant extension column base frame

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015129428A (en) * 2014-01-07 2015-07-16 児矢野 信行 Earthquake resistant extension column base frame

Similar Documents

Publication Publication Date Title
US9169643B2 (en) Concrete slab forming apparatus
KR100684149B1 (en) The constructure method, manufacture method and a precast reinforced concrete column of building
KR101570484B1 (en) Half-PC Column using lightweight Encased Inner Form And Manufacturing Method Thereof, And Construction Method Using The Same
KR101229450B1 (en) Integrated lightweight materials set for hollow core and two way hollow core slab thereby
US20160326704A1 (en) Prefabricated mold for constructing kerb stones and method for constructing kerb stones by using same
KR101591983B1 (en) Self assembly pillar for pier and construction method thereof
JP3184050U (en) Seismic block
KR101697360B1 (en) Connection structure of prefabricated columns
KR101593563B1 (en) Column Structure using Precast Concrete Hollow Column, and Constructing Method for such Column Structure
KR100774885B1 (en) The assembly anchor bolt structure which is reclaimed in the fundamental infrastructure and It used fundamental infrastructure operation method
KR101270502B1 (en) Precast concrete for member of framework with none sleeve
JP2015129428A (en) Earthquake resistant extension column base frame
KR100774020B1 (en) Open concrete wall
KR101842038B1 (en) Permanent formwork segment for constructing column having embossed pattern, method for manufacturing the same and method constructing column having embossed pattern
AU2016100313A4 (en) Apparatus and method for concrete sleeper production
KR101315377B1 (en) Offshore structure and manufacturing method thereof and structuring method
JP2010189972A5 (en)
KR101213560B1 (en) Circular column capital of cast-in-place type for constructure
KR101866559B1 (en) Construction technique of concrete structures through the Precast Concrete
KR20100037342A (en) Pattern mould for outer lower wall of building and manufacturing method thereof
KR20110101746A (en) A brick
KR101373143B1 (en) Crack prevention ring
KR20100086374A (en) Sectional pier using precast coping and constructing method thereof
KR20090044961A (en) Concrete elevator pit structure
KR101054381B1 (en) How to buy bolts for precast concrete structures

Legal Events

Date Code Title Description
R150 Certificate of patent or registration of utility model

Ref document number: 3184050

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

EXPY Cancellation because of completion of term