Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP3409022B2 - Manhole wall fastener - Google Patents
[go: Go Back, main page]

JP3409022B2 - Manhole wall fastener - Google Patents

Manhole wall fastener

Info

Publication number
JP3409022B2
JP3409022B2 JP2000197961A JP2000197961A JP3409022B2 JP 3409022 B2 JP3409022 B2 JP 3409022B2 JP 2000197961 A JP2000197961 A JP 2000197961A JP 2000197961 A JP2000197961 A JP 2000197961A JP 3409022 B2 JP3409022 B2 JP 3409022B2
Authority
JP
Japan
Prior art keywords
manhole
fastening plate
wall
fastening
manhole wall
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 - Fee Related
Application number
JP2000197961A
Other languages
Japanese (ja)
Other versions
JP2002013151A (en
Inventor
英三 高橋
Original Assignee
三山工業株式会社
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 三山工業株式会社 filed Critical 三山工業株式会社
Priority to JP2000197961A priority Critical patent/JP3409022B2/en
Publication of JP2002013151A publication Critical patent/JP2002013151A/en
Application granted granted Critical
Publication of JP3409022B2 publication Critical patent/JP3409022B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Description

【発明の詳細な説明】 【0001】 【発明の属する技術分野】本発明は、複数の分割された
マンホ―ル壁体を相互に締結する締結具に関するもので
ある。 【0002】 【従来の技術】従来,複数の分割されたマンホール壁体
を相互に締結する締結装置として、各マンホール分割壁
体を相互に締結する締結板と、各マンホール分割壁体内
に埋設されたナットとこれに螺合されたボルトによる該
締結板固定部材とで構成したものは、例えば登録実用新
案第3019953号公報に示すように公知である。 【0003】 【発明が解決しようとする課題】ところで、前記公知の
ものでは、マンホール壁体内に埋込まれたナットに対し
て締結板に設けたボルト孔を一致させるような位置決め
作業が面倒であると共に、締結板の正面視の巾が均一で
ありせん断力に対する強度の弱い個所がないため、地震
等によるマンホールの横ゆれ時に該締結板が破損する前
にマンホ―ル自体が破損する虞がある。 【0004】本発明は、従来の技術の有するこのような
問題点に鑑みてなされたものであり、その目的とすると
ころは、分割マンホ―ル壁体の各孔の間隔に厳密な正確
度を必要としないで締結が容易にできると共に長期にわ
たって充分な締結が可能で、しかも地震等においてマン
ホ―ルの破損を防止するようなマンホ―ル壁体締結具を
提供しようとするものである。 【0005】 【課題を解決するための手段】上記目的を達成するため
に、この発明におけるマンホ―ル壁体締結具は、締結板
を強化樹脂で一体成形し、両側端近傍にボルト貫通用長
孔を設けると共に該締結板の正面視の巾を中央部におい
て細巾に形成して締結板に掛かるせん断力に対して切断
可能としたことを特徴とするものである。 【0006】 【発明の実施の形態】図1ないし図3は本発明の一実施
例に関するものであり、図1は本発明に係るマンホ―ル
壁体締結具による締結状態の一例を示す断面図、図2は
締結板の正面図、図3は図2の側面図である。 【0007】図において、1はマンホ―ルを構成するマ
ンホ―ル壁体であり、該マンホ―ル壁体1には、上面に
マンホ―ル蓋で覆われる開口を有するマンホ―ル斜壁体
と円筒状のマンホ―ル直壁体と下水管等が取付けられた
マンホ―ル管取付壁体とマンホ―ル底板等があり、コン
クリ―ト製の分割体となっている。そして、図1に示す
ように各マンホ―ル壁体1,1’はそれぞれ締結板2に
よって相互に締結接合されてマンホ―ルを構成し、該マ
ンホ―ルは、地面に適宜穿設された孔内に設置されるよ
うになっている。 【0008】前記締結板2は、例えば繊維強化プラスチ
ックのような強化樹脂で一体成形されている。そして、
該締結板2の両側端近傍にはボルト貫通用長孔3,3が
設けられている。また、締結板の正面視の巾が中央部に
おいて細巾4になるように形成されている。 【0009】そして、5はマンホ―ル壁体1内に埋込ま
れた締結用埋込ナットであり、該ナット5の軸線方向に
はボルト6が螺着されるためのねじ7が形成されてい
る。該ナット5,ボルト6も例えば繊維強化プラスチッ
クのような強化樹脂で成形されている。 【0010】以上のような構成からなるマンホ―ル壁体
締結具を用いて各マンホ―ル壁体1,1’を締結する場
合には、各壁体1,1’のコンクリ―ト内の所定の位置
に予め締結用埋込ナット5を埋込んでおき、マンホ―ル
壁体1の上方に他のマンホ―ル壁体1’を載置する。次
いで平板状の締結板2の一側のボルト貫通用長孔3をマ
ンホ―ル壁体1’に埋込まれたナット5に併せて締結板
2の位置を決定すると共に締結板2のボルト貫通用長孔
3からボルト6をナット5のねじ7に螺着して、締結板
2をマンホ―ル壁体1’に固着する。 【0011】この状態で、下段のマンホ―ル壁体1に埋
込まれたナット5は、締結板2の他側に形成された長孔
3の略範囲内にある。したがって、該壁体1に埋込まれ
たナット5に向けて長孔3からボルト6を挿入して壁体
1内のナット5にボルト6を螺着することにより、マン
ホ―ル壁体1,1’は締結板2により確実・容易に締結
される。そしてマンホ―ル壁体1,1’に対するボルト
の位置は両長孔3,3によって容易に選定できるもので
あるから、マンホ―ル壁体1,1’に対する各ナット5
の埋込み位置も格別に精密度を要するものではない。 【0012】このようなマンホ―ル壁体の締結をマンホ
―ル壁体1,1’の円周方向外面で複数個所にわたって
施して、マンホ―ル壁体1と1’とを確実に締結する。 【0013】この作業を繰り返して行い、マンホ―ル壁
体を順次積み上げて締結板2により締結することによ
り、マンホールが構成される。そして、前記締結板2は
例えば繊維強化プラスチックのような強化樹脂で一体成
形されているので、その成形が容易であると共に腐食し
難く、長期にわたって締結を維持することができるので
ある。 【0014】また、完成されたマンホールが地震等で横
ゆれを受けた場合には、締結板2の形状が正面視の巾を
中央部において細巾4に形成しているので、マンホ―ル
壁体1,1’,…の締結板2近傍はひび等の破損が発生
する前に先に締結板2の細巾4が切断されることにな
り、マンホ―ル壁体1,1’,…の破損を未然に防止す
ることができる。 【0015】 【発明の効果】この発明は、締結板を強化樹脂で一体成
形し、両側端近傍にボルト貫通用長孔を設けると共に該
締結板の正面視の巾を中央部において細巾に形成して締
結板に掛かるせん断力に対して切断可能としたので、分
割マンホ―ル壁体の各孔の間隔に厳密な正確度を必要と
しないで締結が容易にでき、長期にわたって充分な締結
が可能であり、地震等の横ゆれに対しても、先に締結板
の細巾部が切断されることによりマンホ―ル壁体の破損
を未然に防止することができるマンホ―ル壁体締結具と
なる。
Description: BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a fastener for mutually fastening a plurality of divided manhole walls. 2. Description of the Related Art Conventionally, as a fastening device for mutually fastening a plurality of divided manhole walls, a fastening plate for mutually fastening each manhole divided wall, and a fastening plate embedded in each manhole divided wall. A structure composed of a nut and the fastening plate fixing member with a bolt screwed to the nut is known as disclosed in, for example, Japanese Utility Model Registration No. 3019953. [0003] In the above-mentioned known apparatus, it is troublesome to perform a positioning operation for aligning a bolt hole formed in a fastening plate with a nut embedded in a manhole wall. At the same time, since the width of the fastening plate when viewed from the front is uniform and there is no place where the strength against the shearing force is weak, there is a possibility that the manhole itself may be damaged before the fastening plate is damaged when the manhole sways due to an earthquake or the like. . [0004] The present invention has been made in view of the above-mentioned problems of the prior art, and an object of the present invention is to provide strict accuracy in the interval between the holes of the divided manhole wall. An object of the present invention is to provide a manhole wall fastener which can be easily fastened without being required, can be sufficiently fastened over a long period of time, and prevents damage to the manhole in an earthquake or the like. [0005] In order to achieve the above-mentioned object, a manhole wall fastener according to the present invention is formed by integrally forming a fastening plate of reinforced resin, and has a bolt penetration length near both ends. A hole is formed, and the width of the fastening plate in a front view is formed to be narrow at the center , and cut in response to a shear force applied to the fastening plate.
It is characterized in that it has possible. 1 to 3 relate to an embodiment of the present invention, and FIG. 1 is a sectional view showing an example of a fastening state by a manhole wall fastener according to the present invention. FIG. 2 is a front view of the fastening plate, and FIG. 3 is a side view of FIG. In FIG. 1, reference numeral 1 denotes a manhole wall constituting a manhole. The manhole wall 1 has a manhole inclined wall having an opening on its upper surface covered with a manhole cover. There are a manhole pipe mounting wall body with a cylindrical manhole straight wall, a sewer pipe, etc., and a manhole bottom plate, etc., which are made of concrete. As shown in FIG. 1, each of the manhole walls 1 and 1 'is fastened and joined to each other by a fastening plate 2 to form a manhole, and the manhole is appropriately drilled in the ground. It is designed to be installed in a hole. The fastening plate 2 is integrally formed of a reinforced resin such as a fiber reinforced plastic. And
Slots 3 and 3 for bolt penetration are provided near both side ends of the fastening plate 2. Further, the fastening plate is formed such that the width of the fastening plate in a front view becomes the narrow width 4 at the center. Reference numeral 5 denotes a fastening embedded nut embedded in the manhole wall 1, and a screw 7 for screwing a bolt 6 is formed in the axial direction of the nut 5. I have. The nut 5 and the bolt 6 are also formed of a reinforced resin such as a fiber reinforced plastic. When the manhole wall members 1 and 1 'are fastened by using the manhole wall member fastener having the above-described configuration, the concrete in the concrete of the wall members 1 and 1' is used. A fastening embedding nut 5 is previously embedded in a predetermined position, and another manhole wall 1 ′ is placed above the manhole wall 1. Next, the position of the fastening plate 2 is determined by aligning the bolt-elongated long hole 3 on one side of the flat fastening plate 2 with the nut 5 embedded in the manhole wall 1 ′, and the bolt penetration of the fastening plate 2 is performed. A bolt 6 is screwed into the screw 7 of the nut 5 from the long hole 3 for use, and the fastening plate 2 is fixed to the manhole wall 1 '. In this state, the nut 5 embedded in the lower manhole wall 1 is substantially within the range of the elongated hole 3 formed on the other side of the fastening plate 2. Therefore, the bolt 6 is inserted from the long hole 3 toward the nut 5 embedded in the wall 1 and the bolt 6 is screwed to the nut 5 in the wall 1 so that the manhole wall 1, 1 ′ is securely and easily fastened by the fastening plate 2. Since the positions of the bolts with respect to the manhole walls 1, 1 'can be easily selected by the slots 3, 3, each nut 5 with respect to the manhole walls 1, 1'.
The embedding position does not need to be particularly precise. [0012] Such fastening of the manhole walls is performed at a plurality of locations on the outer circumferential surface of the manhole walls 1 and 1 'to securely fasten the manhole walls 1 and 1'. . By repeating this operation, the manhole walls are sequentially stacked and fastened by the fastening plate 2 to form a manhole. Since the fastening plate 2 is integrally formed of a reinforced resin such as a fiber reinforced plastic, for example, the molding is easy and hardly corrodes, so that the fastening can be maintained for a long period of time. When the completed manhole is shaken due to an earthquake or the like, the width of the fastening plate 2 is formed to be a narrow width 4 at the center in a front view, so that the manhole wall is formed. In the vicinity of the fastening plate 2 of the bodies 1, 1 ',..., The narrow width 4 of the fastening plate 2 is cut first before damage such as cracks occurs, and the manhole wall bodies 1, 1',. Can be prevented beforehand. According to the present invention, the fastening plate is integrally formed of a reinforced resin, and a long hole for bolt penetration is provided near both side ends, and the width of the fastening plate in the front view is made narrow at the center. Then tighten
Since it is possible to cut against shearing force applied to the tie plate, it is easy to fasten without requiring strict accuracy in the interval between the holes in the divided manhole wall, and it is possible to achieve sufficient fastening for a long time Yes, it is a manhole wall fastener that can prevent damage to the manhole wall by cutting the narrow part of the fastening plate first even in the event of a lateral shake such as an earthquake .

【図面の簡単な説明】 【図1】図1は本発明に係るマンホ―ル壁体締結具によ
る締結状態の一例を示す断面図である。 【図2】図2は締結板の正面図である。 【図3】図3は図2の側面図である。 【符号の説明】 1 マンホ―ル壁体 2 締結板 3 ボルト貫通用長孔 4 締結板の細巾
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a cross-sectional view showing an example of a fastening state using a manhole wall fastener according to the present invention. FIG. 2 is a front view of a fastening plate. FIG. 3 is a side view of FIG. 2; [Description of Signs] 1 Manhole wall 2 Fastening plate 3 Slotted hole for bolt penetration 4 Narrow width of fastening plate

Claims (1)

(57)【特許請求の範囲】 【請求項1】 複数の分割されたマンホ―ル壁体を相互
に締結する締結具において、締結板を強化樹脂で一体成
形し、両側端近傍にボルト貫通用長孔を設けると共に該
締結板の正面視の巾を中央部において細巾に形成して締
結板に掛かるせん断力に対して切断可能としたことを特
徴とするマンホ―ル壁体締結具。
(57) [Claims 1] In a fastener for mutually fastening a plurality of divided manhole walls, a fastening plate is formed integrally with a reinforced resin, and bolts are penetrated near both side ends. A long hole is provided, and the width of the fastening plate in a front view is formed to be narrow at a center portion to fasten the fastening plate.
A manhole wall fastener characterized in that it can be cut against shearing force applied to a tie .
JP2000197961A 2000-06-30 2000-06-30 Manhole wall fastener Expired - Fee Related JP3409022B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000197961A JP3409022B2 (en) 2000-06-30 2000-06-30 Manhole wall fastener

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000197961A JP3409022B2 (en) 2000-06-30 2000-06-30 Manhole wall fastener

Publications (2)

Publication Number Publication Date
JP2002013151A JP2002013151A (en) 2002-01-18
JP3409022B2 true JP3409022B2 (en) 2003-05-19

Family

ID=18696211

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000197961A Expired - Fee Related JP3409022B2 (en) 2000-06-30 2000-06-30 Manhole wall fastener

Country Status (1)

Country Link
JP (1) JP3409022B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20150122209A (en) * 2013-02-28 2015-10-30 닛산 가가쿠 고교 가부시키 가이샤 Liquid crystal alignment agent, liquid crystal alignment film, and liquid crystal display element
JP6304798B2 (en) * 2013-11-07 2018-04-04 中川ヒューム管工業株式会社 Manhole, connecting metal fitting used therefor, and manhole connecting method

Also Published As

Publication number Publication date
JP2002013151A (en) 2002-01-18

Similar Documents

Publication Publication Date Title
US7103984B2 (en) Anchor bolt and setting template
KR20160008972A (en) Slotted insert with captured nut anchor
US5392573A (en) Concrete anchoring bolt
WO2005111332A2 (en) A load plate and method of casting adjacent slabs of concrete
JP3409022B2 (en) Manhole wall fastener
EP1039056A1 (en) Balcony slab - outside wall/facade/floor assembly
JP2568951B2 (en) Connection between reinforced concrete columns and steel beams
JPH0544268A (en) Anchor plate
JP2511379Y2 (en) Precast rebar concrete wall balustrade mounting structure
KR200354124Y1 (en) Structure fixing plate
JPH0122806Y2 (en)
KR200391765Y1 (en) A anchor bolt and assembly thereof
JP2570085B2 (en) Anchor bolt construction method
JP2004060323A (en) Anchoring bolt embedment member and anchoring bolt embedment fixing method to concrete building frame
JPH0577816B2 (en)
KR940001370Y1 (en) Buried concrete
JP2003343017A (en) Member for embedding anchor bolt and embedding and fixing method of anchor bolt into concrete structural body
JPS6111318Y2 (en)
JP3277995B2 (en) Temporary fixing bracket for grating receiving frame when constructing gutter
JP3019953U (en) Manhole wall binding
JP2002213191A (en) RC segment joint structure
US20080128954A1 (en) Magnetic blockout
JP2603487Y2 (en) Insert anchor
JPH10195810A (en) Tie-bar with socket for concrete pavement
KR200306733Y1 (en) Apparatus for fixing a concrete form

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090314

Year of fee payment: 6

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120314

Year of fee payment: 9

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20150314

Year of fee payment: 12

LAPS Cancellation because of no payment of annual fees