JPH071426A - Method for molding bolt hole, etc., in concrete board and hole closing structure - Google Patents

Method for molding bolt hole, etc., in concrete board and hole closing structure

Info

Publication number
JPH071426A
JPH071426A JP12537893A JP12537893A JPH071426A JP H071426 A JPH071426 A JP H071426A JP 12537893 A JP12537893 A JP 12537893A JP 12537893 A JP12537893 A JP 12537893A JP H071426 A JPH071426 A JP H071426A
Authority
JP
Japan
Prior art keywords
hole
bolt hole
cap
periphery
concrete
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
JP12537893A
Other languages
Japanese (ja)
Inventor
Takeshi Sendai
剛 仙台
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.)
Nihon Kido Kogyo Co Ltd
Original Assignee
Nihon Kido Kogyo Co Ltd
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 Nihon Kido Kogyo Co Ltd filed Critical Nihon Kido Kogyo Co Ltd
Priority to JP12537893A priority Critical patent/JPH071426A/en
Publication of JPH071426A publication Critical patent/JPH071426A/en
Pending legal-status Critical Current

Links

Landscapes

  • Road Paving Structures (AREA)
  • Moulds, Cores, Or Mandrels (AREA)

Abstract

PURPOSE:To prevent a cap from being removed easily by forming an engagement channel on the whole periphery of a hole with an appropriate depth such as a bolt hole for assembly made in a concrete board and forming a flange which is engaged in the engagement channel on the periphery of a resin cap for closing the hole. CONSTITUTION:The pavement board 12 on the outer rail side of a concrete board 11 composing a pavement board of a crossing, which is fastened to a connecting fixture 14 by inserting a bolt 16 into a bolt hole 15 installed, is equipped with a cap 27. The upper end 22 of the bolt hole 15 has a large diameter, and an engagement channel 26 having a larger diameter than the upper end 22 is formed on the periphery of a stage part 25 between the main part 24 and the upper end part 22 of bolt hole 15. A flange 28 which is engaged in the engagement channel 26 is installed on the periphery of the cap 27 which is engaged to the upper end of the bolt hole 15. In this way, the cap 27 is not removed even when negative pressure is generated during the passage of a train ; the cap can be removed only by using a tool.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、コンクリート板のうち
特に踏切に使用される舗装板を構成するコンクリート板
に穿設するボルト孔の成形法及び孔閉塞構造に関するも
のである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of forming a bolt hole to be drilled in a concrete plate constituting a pavement board used for railroad crossings, and a hole closing structure.

【0002】[0002]

【従来の技術】コンクリート板、例えば図4に示すよう
に踏切に使用される舗装板を構成するコンクリート板1
には、組立用のボルト孔2を穿設したり、あるいは該コ
ンクリート板1の下面に注入剤を注入するための注入孔
(図示せず)を穿設してある。
2. Description of the Related Art A concrete board, for example, a concrete board 1 which constitutes a paving board used for railroad crossings as shown in FIG.
In this case, a bolt hole 2 for assembly is bored, or an injection hole (not shown) for injecting an injecting agent is bored in the lower surface of the concrete plate 1.

【0003】そして、ボルト3等で該コンクリート板1
を組付けた後、ボルト孔2に埃や水等が侵入するのを防
止するため、該ボルト孔2をゴム製のキャップ4等で塞
いでいる。図中5はレール、6は連結金具、7はTボル
ト、8はゴムシュートである。
Then, the concrete board 1 is fixed with bolts 3 and the like.
After assembling, the bolt hole 2 is closed with a rubber cap 4 or the like in order to prevent dust or water from entering the bolt hole 2. In the figure, 5 is a rail, 6 is a connecting metal fitting, 7 is a T bolt, and 8 is a rubber chute.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、従来の
キャップ4は単にボルト孔2に簡単に嵌込んであるだけ
であるので、列車の通過時に負圧が生じ、吸上げられて
外れてしまう虞れがあり、又、第三者の悪戯により抜取
られてしまうことがしばしば発生していた。
However, since the conventional cap 4 is simply fitted into the bolt hole 2, a negative pressure is generated when the train passes, and the cap 4 may be sucked up and come off. However, it often happened that a third party mischievously picked them up.

【0005】[0005]

【課題を解決するための手段】そこで本考案は前記従来
の問題点に鑑みてなされたものであって、キャップが容
易にはずれることがない孔閉塞構造と、孔成形方法を提
供せんとするもので、第1にコンクリート板に穿設する
組立用ボルト孔あるいは注入剤を注入する注入孔等の孔
の適宜深さの周縁に全周に亘って嵌合溝を形成すると共
に、該孔を閉塞する樹脂製のキャップの周縁に前記嵌合
溝に嵌合するフランジを形成したことを特徴とし、
SUMMARY OF THE INVENTION Therefore, the present invention has been made in view of the above-mentioned problems of the prior art, and it is an object of the present invention to provide a hole closing structure in which the cap does not easily come off and a hole forming method. First, a fitting groove is formed over the entire circumference at the periphery of an appropriate depth of a hole for assembling such as a bolt hole for assembling in a concrete plate or an injection hole for injecting an injecting agent, and the hole is closed. Characterized in that a flange that fits into the fitting groove is formed on the periphery of the resin cap that

【0006】第2にコンクリート板を成形する際、孔を
形成する位置に予め該孔の大きさに応じた鋼棒に、下縁
周縁にフランジを形成した樹脂製のリングを嵌合させた
ものを配置し、コンクリートを流し込んでコンクリート
板を成形した後、鋼棒を抜取り、更にリングを取外して
嵌合溝付き孔を形成したことを特徴とするものである。
Secondly, when a concrete plate is molded, a steel ring corresponding to the size of the hole is fitted in advance to a position where a hole is to be formed, and a resin ring having a flange formed around the lower edge is fitted to the steel rod. Is placed, and concrete is poured to form a concrete plate, the steel rod is removed, and the ring is further removed to form a hole with a fitting groove.

【0007】[0007]

【実施例】以下、本発明の一実施例を図面に従って詳細
に説明する。11は踏切の舗装板を構成するコンクリー
ト板であって外軌側舗装板12と内軌側舗装板13とか
ら構成され、連結金具14と、外軌側舗装板12に穿設
したボルト孔15に挿通したボルト16、及び内軌側舗
装板13に固定した嵌合片17に挿通したTボルト18
等で連結されて一体化されている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described in detail below with reference to the drawings. 11 consists curve inside pavement plate 13. the curve outside pavement plate 12 a concrete plate constituting the pavement plate crossings, the connecting member 14, bolt holes 15 bored in the outer rail side paving panel 12 Bolts 16 inserted into the inner rail side pavement plate 13 and T bolts 18 inserted into the fitting pieces 17 fixed to the inner rail side pavement plate 13.
Etc. are connected and integrated.

【0008】19はレール20と内軌側舗装板13との
間に形成されたフランジウエイ、21は該フランジウエ
イ19に嵌合されたゴムシュートである。(尚、踏切舗
装板の構造の詳細については、特願平4−307571
号を参照されたい。)
Reference numeral 19 is a flange way formed between the rail 20 and the inner rail side pavement plate 13, and 21 is a rubber chute fitted into the flange way 19. (For details of the structure of the level crossing pavement plate, see Japanese Patent Application No. 4-307571.
See issue. )

【0009】前記、ボルト孔15の上端部22はボルト
16の頭部23の回転操作が可能なように大径になさ
れ、該ボルト孔15の主体部24と上端部22との段部
25の周縁には、上端部22よりも更に大径になされた
嵌合溝26が全周に亘って形成されている。
The upper end portion 22 of the bolt hole 15 is a bolt.
The head portion 23 of 16 has a large diameter so that it can be rotated, and the diameter of the stepped portion 25 between the main body portion 24 and the upper end portion 22 of the bolt hole 15 is made larger than that of the upper end portion 22. The fitting groove 26 is formed over the entire circumference.

【0010】27は前記ボルト孔15の上端部22に嵌
合されたキャップであって、ゴム等の樹脂材で成形さ
れ、その周縁には前記嵌合溝26に嵌合するフランジ2
8が形成されている。
Reference numeral 27 denotes a cap fitted to the upper end portion 22 of the bolt hole 15 , which is molded of a resin material such as rubber and has a flange 2 that fits in the fitting groove 26 on the periphery thereof.
8 is formed.

【0011】次に前記ボルト孔15の成形法について説
明する。ボルト孔15の主体部24を形成する小径部2
9とボルト孔15の上端部22を形成する大径部30と
で一体に形成された鋼棒31と、下縁周縁にフランジ3
2を形成し、前記鋼棒31の大径部30に嵌合するよう
になされたリング33を用意する。
Next, a method of forming the bolt hole 15 will be described. Small diameter part 2 forming main part 24 of bolt hole 15
9 and a large-diameter portion 30 forming the upper end portion 22 of the bolt hole 15 , and a steel rod 31 integrally formed with the flange 3 at the lower edge periphery.
2 is prepared, and a ring 33 adapted to be fitted into the large diameter portion 30 of the steel rod 31 is prepared.

【0012】そして内軌側舗装板13であるコンクリー
ト板を成形する際、型枠(図示せず)内のボルト孔15
形成する位置に、大径部30にリング33を嵌合させた
鋼棒31を配置させ、コンクリートを流し込んでコンク
リート板を成形する。(図2参照)
When a concrete plate which is the inner rail side pavement plate 13 is formed, a steel plate having a large diameter portion 30 fitted with a ring 33 at a position where a bolt hole 15 is formed in a form (not shown). The rod 31 is arranged and concrete is poured to form a concrete plate. (See Figure 2)

【0013】然る後、コンクリート板が固化して型枠を
外す際、前記鋼棒31を抜取り、更にリング33を取外
して嵌合孔26付きボルト孔15を完成させる。(図3
参照)
After that, when the concrete plate is solidified and the form is removed, the steel rod 31 is pulled out, and the ring 33 is further removed to complete the bolt hole 15 with the fitting hole 26. (Fig. 3
reference)

【0014】尚、実施例では踏切に使用される舗装板を
構成するコンクリート板に穿設するボルト孔の成形法及
び孔閉塞構造について説明したが、これに限るものでは
なく、コンクリート板の下面に注入剤を注入するための
注入孔等にも利用できるものである。
In the embodiment, the method of forming the bolt holes and the hole closing structure of the concrete plate which constitutes the pavement plate used for the railroad crossing are described, but the present invention is not limited to this, and the bottom surface of the concrete plate is not limited to this. It can also be used as an injection hole for injecting an injection agent.

【0015】[0015]

【発明の効果】以上述べたように本発明によれば、コン
クリート板に穿設する組立用ボルト孔あるいは注入剤を
注入する注入孔等の孔の適宜深さの周縁に全周に亘って
嵌合溝を形成すると共に、該孔を閉塞する樹脂製のキャ
ップの周縁に前記嵌合溝に嵌合するフランジを形成した
ので、列車の通過時に発生する負圧が生じても該キャッ
プは外れることがなく、又工具を使用しない限り取外す
ことができないので、第三者の悪戯による抜取りを減少
させることができる。
As described above, according to the present invention, an assembling bolt hole formed in a concrete plate or an injection hole for injecting an injecting agent or the like is fitted over the entire circumference at an appropriate depth. Since a mating groove is formed and a flange that fits in the fitting groove is formed on the periphery of a resin cap that closes the hole, the cap can be removed even if a negative pressure is generated when the train passes. Moreover, since it cannot be removed unless a tool is used, it is possible to reduce the withdrawal by the mischief of a third party.

【0016】又、本発明によれば、コンクリート板を成
形する際、孔を形成する位置に予め該孔の大きさに応じ
た鋼棒に、下縁周縁にフランジを形成した樹脂製のリン
グを嵌合させたものを型枠内に配置し、コンクリートを
流し込んでコンクリート板を成形した後、鋼棒を抜取
り、更にリングを取外して嵌合溝付き孔を形成したの
で、嵌合溝付き孔を有するコンクリート板が極めて容易
に成形することができる等実用上有益な効果を有するも
のである。
Further, according to the present invention, when a concrete plate is formed, a resin ring in which a flange is formed on the lower edge of a steel rod is formed in advance at a position where a hole is to be formed, according to the size of the hole. Place the fitted ones in the mold, pour concrete into the concrete plate, remove the steel rod, and then remove the ring to form the fitting grooved holes. The concrete plate has a practically useful effect such that it can be molded extremely easily.

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

【図1】本発明によるボルト孔閉塞構造を採用した舗装
板の組付け状態を示す踏切の要部縦断面図。
FIG. 1 is a vertical cross-sectional view of a main part of a railroad crossing showing an assembled state of a pavement plate adopting a bolt hole closing structure according to the present invention.

【図2】ボルト孔成形時の状態を示す部分拡大縦断面
図。
FIG. 2 is a partially enlarged vertical sectional view showing a state at the time of forming a bolt hole.

【図3】ボルト孔完成時の状態を示す部分拡大縦断面
図。
FIG. 3 is a partially enlarged vertical sectional view showing a state when a bolt hole is completed.

【図1】従来のボルト孔閉塞構造を採用した舗装板の組
付け状態を示す踏切の要部縦断面図。
FIG. 1 is a vertical cross-sectional view of a main part of a railroad crossing showing an assembled state of a pavement plate adopting a conventional bolt hole closing structure.

【符号の説明】11 コンクリート板15 ボルト孔 26 嵌合溝27 キャップ 28 フランジ31 鋼棒 32 フランジ33 リング[Explanation of Codes] 11 Concrete Plate 15 Bolt Hole 26 Fitting Groove 27 Cap 28 Flange 31 Steel Rod 32 Flange 33 Ring

─────────────────────────────────────────────────────
─────────────────────────────────────────────────── ───

【手続補正書】[Procedure amendment]

【提出日】平成6年2月18日[Submission date] February 18, 1994

【手続補正1】[Procedure Amendment 1]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】図面の簡単な説明[Name of item to be corrected] Brief description of the drawing

【補正方法】変更[Correction method] Change

【補正内容】[Correction content]

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

【図1】本発明によるボルト孔閉塞構造を採用した舗装
板の組付け状態を示す踏切の要部縦断面図。
FIG. 1 is a vertical cross-sectional view of a main part of a railroad crossing showing an assembled state of a pavement plate adopting a bolt hole closing structure according to the present invention.

【図2】ボルト孔成形時の状態を示す部分拡大縦断面
図。
FIG. 2 is a partially enlarged vertical sectional view showing a state at the time of forming a bolt hole.

【図3】ボルト孔完成時の状態を示す部分拡大縦断面
図。
FIG. 3 is a partially enlarged vertical sectional view showing a state when a bolt hole is completed.

【図4】従来のボルト孔閉塞構造を採用した舗装板の組
付け状態を示す踏切の要部縦断面図。
FIG. 4 is a vertical cross-sectional view of a main part of a railroad crossing showing an assembled state of a pavement plate adopting a conventional bolt hole closing structure.

【符号の説明】11 コンクリート板15 ボルト孔 26 嵌合溝27 キャップ 28 フランジ31 棒鋼 32 フランジ 3 リング[Explanation of Codes] 11 Concrete Plate 15 Bolt Hole 26 Fitting Groove 27 Cap 28 Flange 31 Steel Bar 32 Flange 3 3 Ring

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 コンクリート板に穿設する組立用ボルト
孔あるいは注入剤を注入する注入孔等の孔の適宜深さの
周縁に全周に亘って嵌合溝を形成すると共に、該孔を閉
塞する樹脂製のキャップの周縁に前記嵌合溝に嵌合する
フランジを形成したことを特徴とするコンクリート板に
おける孔閉塞構造。
1. A fitting groove is formed over the entire circumference at the periphery of an appropriate depth of a hole for assembling such as a bolt hole for assembling in a concrete plate or an injection hole for injecting an injecting agent, and the hole is closed. A hole closing structure in a concrete plate, characterized in that a flange that fits into the fitting groove is formed on the periphery of the resin cap.
【請求項2】 コンクリート板を成形する際、孔を形成
する位置に予め該孔の大きさに応じた鋼棒に、下縁周縁
にフランジを形成した樹脂製のリングを嵌合させたもの
を型枠内に配置し、コンクリートを流し込んでコンクリ
ート板を成形した後、鋼棒を抜取り、更にリングを取外
して嵌合溝付き孔を形成したことを特徴とするコンクリ
ート板におけるボルト孔等の成形法。
2. When a concrete plate is molded, a steel rod corresponding to the size of the hole at a position where a hole is formed is fitted with a resin ring having a flange formed on the lower edge of the resin plate. A method for forming bolt holes, etc. in a concrete plate, characterized in that it is placed in a formwork, concrete is poured into it to form a concrete plate, then the steel rod is removed, and then the ring is removed to form holes with fitting grooves. .
JP12537893A 1993-04-28 1993-04-28 Method for molding bolt hole, etc., in concrete board and hole closing structure Pending JPH071426A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12537893A JPH071426A (en) 1993-04-28 1993-04-28 Method for molding bolt hole, etc., in concrete board and hole closing structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12537893A JPH071426A (en) 1993-04-28 1993-04-28 Method for molding bolt hole, etc., in concrete board and hole closing structure

Publications (1)

Publication Number Publication Date
JPH071426A true JPH071426A (en) 1995-01-06

Family

ID=14908655

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12537893A Pending JPH071426A (en) 1993-04-28 1993-04-28 Method for molding bolt hole, etc., in concrete board and hole closing structure

Country Status (1)

Country Link
JP (1) JPH071426A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6940570B1 (en) 1998-11-27 2005-09-06 Sharp Kabushiki Kaisha Lighting element for liquid crystal display
CN100334935C (en) * 2005-12-30 2007-09-05 四川大学 Hole-making apparatus used specially for hole type planting of Chinese yam
JP2019157432A (en) * 2018-03-09 2019-09-19 東日本旅客鉄道株式会社 Derailment prevention guard attachment device

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5328207U (en) * 1976-08-17 1978-03-10
JPH0449203U (en) * 1990-08-31 1992-04-27
JPH0449202U (en) * 1990-08-31 1992-04-27

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5328207U (en) * 1976-08-17 1978-03-10
JPH0449203U (en) * 1990-08-31 1992-04-27
JPH0449202U (en) * 1990-08-31 1992-04-27

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6940570B1 (en) 1998-11-27 2005-09-06 Sharp Kabushiki Kaisha Lighting element for liquid crystal display
CN100334935C (en) * 2005-12-30 2007-09-05 四川大学 Hole-making apparatus used specially for hole type planting of Chinese yam
JP2019157432A (en) * 2018-03-09 2019-09-19 東日本旅客鉄道株式会社 Derailment prevention guard attachment device

Similar Documents

Publication Publication Date Title
ES2098085T3 (en) PARTIALLY STRENGTHENED ALUMINUM CASTING COMPONENT AND PROCEDURE FOR ITS MANUFACTURE.
GB2275497A (en) Motor vehicle door lock housing
KR970069297A (en) Injection Molding Equipment
JPH071426A (en) Method for molding bolt hole, etc., in concrete board and hole closing structure
US5275135A (en) Fastener for a molded workpiece
JP2011231476A (en) Method of repairing side ditch in overlay pavement
US20040173334A1 (en) Mold and method for the production of a lost-foam casting model for a light metal cylinder liner
US7232534B2 (en) Method of producing a molded product comprising an insert
JP4053033B2 (en) Block and installation method
JPS585346B2 (en) Processing method for joints in reverse pouring method
JP2645690B2 (en) Forming method of split box culvert and forming tool therefor
JP3469318B2 (en) Level adjustment tool for manhole cover frame
JPH0780819A (en) Concrete segment production device
JP2600426Y2 (en) Mold
JPH0740327A (en) Manufacture of precast concrete hollow member and hollow member manufactured thereby
JPH06200565A (en) Buried fitting for concrete product and fixture therefor
JPH09125429A (en) Height-adjusting method of manhole cover receive frame
JPH11148101A (en) Rubber pad for sleeper
KR19990023024A (en) Plate-inner nozzle assembly for distributor with minimum resistance
KR20150069204A (en) The manufacture method of a integrated manhole's cover by evaporative pattern casting
KR100445241B1 (en) Valve for mortar-filling device of pipe type
JPH07195330A (en) Doweling device for forming grout pouring hole of hume pipe
JP2000257172A (en) Embedded nut protective cover
JPH07187040A (en) Cap mounting structure in fuel tank for vehicle
JP3018729U (en) Insert anchor mounting jig for concrete product formwork

Legal Events

Date Code Title Description
A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 19960514