JPS6242094B2 - - Google Patents

Info

Publication number
JPS6242094B2
JPS6242094B2 JP58126974A JP12697483A JPS6242094B2 JP S6242094 B2 JPS6242094 B2 JP S6242094B2 JP 58126974 A JP58126974 A JP 58126974A JP 12697483 A JP12697483 A JP 12697483A JP S6242094 B2 JPS6242094 B2 JP S6242094B2
Authority
JP
Japan
Prior art keywords
hole
insert member
insert
diameter
formwork
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
Application number
JP58126974A
Other languages
Japanese (ja)
Other versions
JPS6019833A (en
Inventor
Shuji Kusaka
Yoshio Yanagisawa
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.)
YANAGISAWA KONKURIITO KOGYO KK
Original Assignee
YANAGISAWA KONKURIITO KOGYO KK
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 YANAGISAWA KONKURIITO KOGYO KK filed Critical YANAGISAWA KONKURIITO KOGYO KK
Priority to JP58126974A priority Critical patent/JPS6019833A/en
Publication of JPS6019833A publication Critical patent/JPS6019833A/en
Publication of JPS6242094B2 publication Critical patent/JPS6242094B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E06DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
    • E06CLADDERS
    • E06C9/00Ladders characterised by being permanently attached to fixed structures, e.g. fire escapes
    • E06C9/02Ladders characterised by being permanently attached to fixed structures, e.g. fire escapes rigidly mounted
    • E06C9/04Ladders characterised by being permanently attached to fixed structures, e.g. fire escapes rigidly mounted in the form of climbing irons or the like

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Description

【発明の詳細な説明】 本発明はマンホールの人孔側壁塊にステツプを
取り付ける場合、該ステツプを取り付けるための
インサートの埋設固定方法に係り、上記インサー
トを安全、確実、強固に埋設固定することと、作
業性を向上させることを目的としたマンホールの
ステツプ取付用インサートの埋設固定方法に関す
るものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method of burying and fixing an insert for attaching a step to a manhole side wall mass of a manhole, and a method for embedding and fixing the insert safely, reliably, and firmly. This invention relates to a method for embedding and fixing an insert for installing a step in a manhole with the aim of improving workability.

一般にこの種のマンホール内壁には、作業員の
出入に供するステツプが固着されているが、従来
のステツプは、マンホールの成形時に一体的に埋
設して取り付ける方法と、成形後にマンホールの
壁に貫通された孔にステツプを後から取り付ける
方法との2方法が知られている。
Generally, a step is fixed to the inner wall of this type of manhole to allow workers to enter and exit, but conventional steps have two methods: one is to embed the step integrally when the manhole is formed, and the other is to pierce the manhole wall after forming. Two methods are known: one is to install the step later in the hole.

まず前者の方法は安全性において何ら問題は無
いが、ステツプを取り付ける部分の型枠が細かく
なり、組み立て作業に多大の時間を要し、コンク
リートを締め固めする際に振動を与えるので型枠
の接合部がズレ込み易くなり成形された製品のハ
ダ(肌)にはトロモレ、型枠の接合部のズレ跡
(目違い)が生じ、外観の体裁が悪くなる。
First of all, the former method does not pose any safety problems, but the formwork where the steps are attached is fine, it takes a lot of time to assemble, and it causes vibration when compacting the concrete, so the formwork cannot be connected properly. This makes it easy for parts to become misaligned, and the skin of the molded product will show tromole and marks of misalignment (misalignment) at the joints of the molds, resulting in an unsightly appearance.

又後者は前者の外観と作業性を解決する為に考
えられた方法であるが、この方法はマンホールの
壁にステツプの脚部径より略大径の貫通孔を穿設
し、その貫通孔にステツプの脚部を直接挿入した
後マンホールの外側から、ボルト・ナツトを締め
付け、この締め付け部の周囲にモルタル等の充填
材を挿入するものであつた。
The latter is a method devised to solve the appearance and workability of the former, but this method involves drilling a through hole in the manhole wall with a diameter that is approximately larger than the diameter of the step leg, and After directly inserting the leg of the step, bolts and nuts were tightened from the outside of the manhole, and a filling material such as mortar was inserted around the tightened portion.

この方法は貫通孔の径がステツプの脚部径より
大であるため、ステツプ全体がぐらついて安定保
持の点で不充分であり、外側の充填材にはヒビが
発生し易く、マンホールの内外より漏水事故が起
き、これに起因して有害な酸性化が誘引され、こ
のためステツプが腐食して抜け出るという危険性
があつた。
In this method, the diameter of the through hole is larger than the diameter of the leg of the step, so the entire step becomes unstable and is insufficient in terms of stable maintenance.The outer filling material is prone to cracking, and the inside and outside of the manhole is Water leaks occurred, which induced harmful acidification, which posed the risk of the steps corroding and breaking out.

この様に従来の方法は、安全性、確実性、強固
性及び作業性において種々の欠点が存在してい
た。
As described above, the conventional methods have various drawbacks in terms of safety, reliability, robustness, and workability.

本発明の目的は、上述した従来方法の欠点を解
消したマンホールのステツプ取付用インサートの
埋設固定方法を提供することにある。
SUMMARY OF THE INVENTION An object of the present invention is to provide a method for embedding and fixing an insert for installing a step in a manhole, which eliminates the drawbacks of the above-mentioned conventional methods.

つぎに本発明の実施例を図面について説明する
と、まずマンホール16a,16b形成用型枠を
内枠1と外枠19′とで形成し、この内枠1の所
定位置には小孔2を穿設しておき、補強部材3の
略センターには中央孔4を貫通状に形成してお
く。ここで最初の基礎工程により、内枠1の小孔
2と補強部材3の中央孔4とを連通状態となるよ
う位置決めして補強部材3を内枠1の表面1aに
熔接等の手段で固着する。
Next, an embodiment of the present invention will be described with reference to the drawings. First, a mold for forming manholes 16a and 16b is formed by an inner frame 1 and an outer frame 19', and small holes 2 are bored in predetermined positions of this inner frame 1. A central hole 4 is formed approximately at the center of the reinforcing member 3 in a penetrating shape. Here, in the first basic step, the small hole 2 of the inner frame 1 and the center hole 4 of the reinforcing member 3 are positioned so as to be in communication with each other, and the reinforcing member 3 is fixed to the surface 1a of the inner frame 1 by means such as welding. do.

第4図以下の実施例では、補強部材3を一個だ
け図示しているが、ステツプ19には二本の脚部
20が存在するから、これに対応する数のインサ
ート部材12が当然のことながら必要となる訳
で、このことより補強部材3も一対のものが必要
となるが図面では便宜上その片方のみを示したに
すぎない。また一対のインサート部材12,12
はフラツトバー24で相互に連結しておけば、コ
ンクリート形成時にインサート部材がより安定保
持される。
Although only one reinforcing member 3 is shown in the embodiments shown in FIG. Therefore, a pair of reinforcing members 3 is also required, but only one of them is shown in the drawing for convenience. Also, a pair of insert members 12, 12
If the insert members are connected to each other by a flat bar 24, the insert members can be held more stably during concrete formation.

ついで差し込み工程により、補強部材3の中央
孔4に差し込み部材5の大径部6を挿通密嵌し、
前記中央孔4及び小孔2を経由して差し込み部材
5の先端軸8を型枠内部に位置せしめる。ここで
差し込み部材5は中央孔4に密嵌可能な直径から
なる大径部6と、該大径部の前方側に位置して大
径部よりも小さな直径からなり、かつ後記するイ
ンサート部材12の内径と略等寸又は小寸の直径
からなる小径部7と、該小径部の前方に位置して
小径部よりも小さな直径からなる先端軸8とから
なり、該先端軸8の先端には雄ネジ部9が形成さ
れている。さらに前記大径部の手前側であつて補
強部材3から突出する部分には、差し込み部材5
をスパナ等で回動させる際に便利なナツト10等
を取り付けておくとよい。また補強部材3と差し
込み部材5間にはワツシヤー11を介挿する。
Next, in the insertion process, the large diameter part 6 of the insertion member 5 is inserted and tightly fitted into the central hole 4 of the reinforcing member 3,
The tip shaft 8 of the insert member 5 is positioned inside the formwork via the central hole 4 and the small hole 2. Here, the insert member 5 includes a large diameter portion 6 having a diameter that can be tightly fitted into the central hole 4, and an insert member 12 located in front of the large diameter portion and having a smaller diameter than the large diameter portion. It consists of a small diameter part 7 having a diameter that is approximately equal to or smaller than the inner diameter of the inner diameter, and a tip shaft 8 located in front of the small diameter part and having a smaller diameter than the small diameter part. A male threaded portion 9 is formed. Further, an insert member 5 is provided on the front side of the large diameter portion and protrudes from the reinforcing member 3.
It is a good idea to attach a nut 10, etc., which is convenient when turning with a spanner or the like. Further, a washer 11 is inserted between the reinforcing member 3 and the insert member 5.

つぎに上記差し込み工程で型枠内部に位置せし
められた差し込み部材5の先端軸8の先端には雄
ネジ部9が形成されているので、仮り止め工程に
より筒状をなすインサート部材12の後端底部1
3に形成した貫通孔14に先端軸8の雄ネジ部9
をインサート部材12の内方より外方へ向つて挿
通させ、貫通孔14より突出した雄ネジ部9にワ
ツシヤー15を介してナツト17を螺合させてイ
ンサート部材12を型枠内部の所定位置に安定保
持せしめる。即ちインサート部材12はナツト1
7と差し込み部材5の大径部6の側壁18間で挾
持されることとなり、前記ワツシヤー15は貫通
孔14よりインサート部材12内にコンクリート
が流入するのを防止するために設けられている。
Next, since a male screw part 9 is formed at the tip of the tip shaft 8 of the insert member 5 positioned inside the formwork in the above insertion process, the rear end of the cylindrical insert member 12 is formed in the temporary fixing process. bottom 1
The male threaded portion 9 of the tip shaft 8 is inserted into the through hole 14 formed in 3.
is inserted from the inside of the insert member 12 toward the outside, and the nut 17 is screwed into the male threaded portion 9 protruding from the through hole 14 via the washer 15 to place the insert member 12 at a predetermined position inside the formwork. Keep it stable. That is, the insert member 12 is the nut 1
7 and the side wall 18 of the large diameter portion 6 of the insert member 5, and the washer 15 is provided to prevent concrete from flowing into the insert member 12 from the through hole 14.

この状態で型枠内にコンクリートを充填し、こ
のコンクリートが固化した後、差し込み部材5と
一体的になるナツト10をスパナ等で回動して、
ナツト17と雄ネジ部9の螺合状態を解除し、差
し込み部材を補強部材3及びインサート部材12
より引き離して引き抜き工程を完了する。この際
ナツト17とワツシヤー15とはコンクリート中
に置き残される。
In this state, the formwork is filled with concrete, and after this concrete has solidified, the nut 10 that is integrated with the insert member 5 is rotated with a spanner or the like.
Release the screwed state between the nut 17 and the male threaded part 9, and insert the insertion member into the reinforcing member 3 and the insert member 12.
Pull it apart to complete the drawing process. At this time, the nut 17 and washer 15 are left in the concrete.

ついで完成したマンホール16a,16bより
型枠を取り外して脱型工程を完了する。
Then, the formwork is removed from the completed manholes 16a, 16b to complete the demolding process.

本発明は上記の方法によりインサート部材をコ
ンクリート内に埋設固定するので、ステツプ19
の脚部20をモルタル、またはミルク性セメント
等からなる充填材21と共にインサート部材12
内に挿入させると、インサート部材内に予め設け
てある抜け止め板23が脚部20の凹欠段部と係
合して一度挿入したステツプがインサート部材よ
り抜出することがなく、さらにインサート部材内
に隙き間なく詰められた充填材21は一部がイン
サート部材からオーバーフローするので、その外
観よりインサート部材内の充填材の状況が確認で
き、ステツプ19の脚部20とインサート部材1
2との完壁な固定が可能となる。ステツプの脚部
をインサート部材内に挿入した後は、脚部とイン
サート部材間の入口部隙間に必要に応じてコーキ
ング材22を充填して両者の結合を一層強固にす
ることもできる。さらに差し込み部材5の内部に
は必要に応じて空気抜き孔(図示しない)を形成
することもでき、これは引き抜き工程の際、イン
サート部材内の圧力が低下して差し込み部材の引
き抜きが困難になるのを防止するために設けられ
るものであり、また差し込み部材5を引き抜き容
易にするため大径部をテーパー付きのものにする
ことも考えられる。
Since the present invention embeds and fixes the insert member in concrete by the above method, Step 19
The leg portion 20 of the insert member 12 is inserted together with a filling material 21 made of mortar, milk cement, etc.
When the step is inserted into the insert member, the retaining plate 23 provided in advance inside the insert member engages with the recessed notch portion of the leg portion 20, preventing the inserted step from coming out from the insert member. A portion of the filler 21 packed without any gaps overflows from the insert member, so the condition of the filler inside the insert member can be confirmed from its appearance, and the legs 20 of the step 19 and the insert member 1
Perfect fixation with 2 is possible. After the leg of the step is inserted into the insert member, the inlet gap between the leg and the insert member may be filled with caulking material 22, if necessary, to further strengthen the bond between the two. Furthermore, an air vent hole (not shown) can be formed inside the insert member 5 if necessary, to prevent the pressure inside the insert member from decreasing during the drawing process and making it difficult to pull out the insert member. The large diameter portion may be tapered to make it easier to pull out the insertion member 5.

以上詳細に説明したように、本発明によるマン
ホールのステツプ取付用インサートの埋設固定方
法は、インサート部材をマンホールの人孔側壁塊
内の所定位置に安全・確実・強固に埋設すること
ができ、その作業性も著しく良好であり、このイ
ンサート部材に挿入されるステツプは極めて安定
した状態で保持固定されるため、作業員の転落事
故を防止することができる等のすぐれた効果を具
有する。
As explained in detail above, the method of burying and fixing an insert for installing a step in a manhole according to the present invention allows the insert member to be safely, reliably, and firmly buried in a predetermined position within the manhole side wall mass of the manhole. Workability is also very good, and the step inserted into this insert member is held and fixed in an extremely stable state, so it has excellent effects such as being able to prevent workers from falling accidents.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明によりステツプを取り付けたマ
ンホールの縦断面図、第2図はステツプの平面
図、第3図Aはインサート部材の正面図、Bは同
縦断面図、第4図はインサート部材内にステツプ
の脚部を挿入した状態の説明図、第5図はナツ
ト、ワツシヤー、インサート部材、ワツシヤー、
差し込み部材各部の分解斜視図、第6図は補強部
材の斜視図、第7図は本発明の引き抜き工程直前
の状態の横断面図である。 1……内枠、2……小孔、3……補強部材、4
……中央孔、5……差し込み部材、6……大径
部、7……小径部、8……先端軸、9……雄ネジ
部、10,17……ナツト、11,15……ワツ
シヤー、12……インサート部材、13……イン
サート部材の後端底部、14……貫通孔、16
a,16b……マンホール、18……大径部の側
壁、19……ステツプ、20……脚部、21……
充填材、22……コーキング材、23……抜け止
め板、24……フラツトバー。
Fig. 1 is a longitudinal sectional view of a manhole equipped with a step according to the present invention, Fig. 2 is a plan view of the step, Fig. 3 A is a front view of the insert member, B is a longitudinal sectional view thereof, and Fig. 4 is the insert member. An explanatory view of the state in which the leg of the step is inserted into the inside, and Fig. 5 shows the nut, washer, insert member, washer,
FIG. 6 is an exploded perspective view of each part of the insertion member, FIG. 6 is a perspective view of the reinforcing member, and FIG. 7 is a cross-sectional view of the state immediately before the drawing process of the present invention. 1...Inner frame, 2...Small hole, 3...Reinforcement member, 4
...Central hole, 5...Insert member, 6...Large diameter part, 7...Small diameter part, 8...Tip shaft, 9...Male thread part, 10, 17...Nut, 11, 15...Washer , 12... Insert member, 13... Rear end bottom of insert member, 14... Through hole, 16
a, 16b...manhole, 18...side wall of large diameter section, 19...step, 20...leg, 21...
Filler, 22...caulking material, 23...retention plate, 24...flat bar.

Claims (1)

【特許請求の範囲】 1 内枠の所定位置に穿設した小孔と補強部材の
中央孔とが連通状態となるよう位置決めして該補
強部材を内枠の表面に固着する基礎工程と、 中央孔に密嵌可能な直径からなる大径部と、該
大径部の前方に位置して大径部よりも小さな直径
からなり、かつインサート部材の内径と略等寸又
は小寸の直径からなる小径部と、該小径部の前方
に位置して小径部よりも小さな直径からなる先端
軸とを有し、該先端軸の先端には雄ネジ部が形成
されている構成からなる差し込み部材の大径部を
中央孔に挿通密嵌し、これにより前記中央孔及び
小孔2を経由して差し込み部材の先端軸を型枠内
部に位置せしめる差し込み工程と、 筒状をなすインサート部材の後端底部に形成し
た貫通孔に先端軸の雄ネジ部をインサート部材の
内方より外方へ向つて挿通し、貫通孔より突出し
た雄ネジ部にナツトを螺合することによりインサ
ート部材を型枠内部の所定位置に安定保持せしめ
る仮り止め工程と、 型枠内部にコンクリートを充填し、このコンク
リートが固化した後、ナツトと雄ネジ部との螺合
状態を解除して差し込み部材を補強部材及びイン
サート部材より引き離す引き抜き工程と、 完成したマンホールより型枠を取り出す脱型工
程とよりなるマンホールのステツプ取付用インサ
ートの埋設固定方法。
[Claims] 1. A basic step of fixing the reinforcing member to the surface of the inner frame by positioning the reinforcing member so that the small hole drilled at a predetermined position in the inner frame communicates with the central hole of the reinforcing member; It consists of a large diameter part with a diameter that can be tightly fitted into the hole, and a diameter that is located in front of the large diameter part and is smaller than the large diameter part, and has a diameter that is approximately the same size or smaller than the inner diameter of the insert member. An insert member having a small diameter portion and a tip shaft located in front of the small diameter portion and having a smaller diameter than the small diameter portion, and a male screw portion is formed at the tip of the tip shaft. an inserting step of inserting and tightly fitting the diameter portion into the center hole, thereby positioning the tip shaft of the insert member inside the formwork via the center hole and the small hole 2; and the bottom of the rear end of the cylindrical insert member. Insert the male threaded part of the tip shaft from the inside to the outside of the insert member into the through hole formed in the hole, and screw the nut into the male threaded part that protrudes from the through hole to insert the insert member inside the formwork. There is a temporary fixing process to stably hold the mold in place, and concrete is filled inside the formwork, and after this concrete has hardened, the threaded state between the nut and the male thread is released, and the inserted member is removed from the reinforcing member and the insert member. A method for burying and fixing inserts for installing manhole steps, which comprises a pulling process of pulling apart and a demolding process of taking out the formwork from the completed manhole.
JP58126974A 1983-07-14 1983-07-14 Burying and fixing of insert for step attachment of manhole Granted JPS6019833A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP58126974A JPS6019833A (en) 1983-07-14 1983-07-14 Burying and fixing of insert for step attachment of manhole

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP58126974A JPS6019833A (en) 1983-07-14 1983-07-14 Burying and fixing of insert for step attachment of manhole

Publications (2)

Publication Number Publication Date
JPS6019833A JPS6019833A (en) 1985-02-01
JPS6242094B2 true JPS6242094B2 (en) 1987-09-07

Family

ID=14948500

Family Applications (1)

Application Number Title Priority Date Filing Date
JP58126974A Granted JPS6019833A (en) 1983-07-14 1983-07-14 Burying and fixing of insert for step attachment of manhole

Country Status (1)

Country Link
JP (1) JPS6019833A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6925769B2 (en) 2002-05-09 2005-08-09 Rodney J. Schmaltz, Jr. Concrete jar step insert
AT519878B1 (en) * 2017-07-06 2018-11-15 Ulrich Schluesselbauer Device for fastening a stirrup in a concrete wall

Also Published As

Publication number Publication date
JPS6019833A (en) 1985-02-01

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