JP2523353Y2 - Underground structure frame height adjustment device - Google Patents

Underground structure frame height adjustment device

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Publication number
JP2523353Y2
JP2523353Y2 JP1993044601U JP4460193U JP2523353Y2 JP 2523353 Y2 JP2523353 Y2 JP 2523353Y2 JP 1993044601 U JP1993044601 U JP 1993044601U JP 4460193 U JP4460193 U JP 4460193U JP 2523353 Y2 JP2523353 Y2 JP 2523353Y2
Authority
JP
Japan
Prior art keywords
frame
elastic member
height
shape
height adjustment
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
JP1993044601U
Other languages
Japanese (ja)
Other versions
JPH0710045U (en
Inventor
博高 長島
Original Assignee
長島鋳物株式会社
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 長島鋳物株式会社 filed Critical 長島鋳物株式会社
Priority to JP1993044601U priority Critical patent/JP2523353Y2/en
Publication of JPH0710045U publication Critical patent/JPH0710045U/en
Application granted granted Critical
Publication of JP2523353Y2 publication Critical patent/JP2523353Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【考案の詳細な説明】[Detailed description of the invention]

【0001】[0001]

【産業上の利用分野】本考案は、例えばマンホールの鉄
蓋表面を路面の傾斜等と一致させる場合などに用いられ
る地下構造物用枠体の高さ調整装置に関するものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an apparatus for adjusting the height of a frame for an underground structure used, for example, when the surface of an iron cover of a manhole coincides with the inclination of a road surface.

【0002】[0002]

【従来の技術】前記のような場合には鉄蓋の受枠を傾斜
させて固定する必要があるが、従来は側塊の上端面で受
枠を支えるために、現場でその都度適当な材料を組み合
わせて調整を行なって来た。そのため施工に手間取り、
仲々思う通りの位置、姿勢で受枠を固定することができ
ない問題があった。そこで本件出願人は受枠の高さ調整
に関する技術を開発し、その成果の一部は既に出願し
た。本考案はさらにその研究をおし進めた結果なされた
ものである。
2. Description of the Related Art In such a case, it is necessary to fix the receiving frame of the iron lid by inclining it. However, conventionally, in order to support the receiving frame on the upper end surface of the side lump, a suitable material is combined at each site. I made adjustments. Therefore, it takes time for construction,
There was a problem that it was not possible to fix the receiving frame at the position and posture that you wanted. Therefore, the applicant has developed a technique for adjusting the height of the receiving frame, and has already applied for a part of the results. The present invention was made as a result of further research.

【0003】[0003]

【考案が解決しようとする課題】従って本考案の課題と
するところは枠体を設置する際にその高さを自由に調整
することができ、しかもその調整を何度もやり直すこと
ができるようにすることである。なお、本考案におい
て、枠体の高さとは平行に持ち上げられる場合だけでは
なく、傾斜させる場合を含んでおり、上下方向の位置と
姿勢を意味するものである。
[Problems to be Solved by the Invention] Therefore, an object of the present invention is to make it possible to freely adjust the height of the frame when installing the frame, and to repeat the adjustment many times. It is to be. In the present invention, the height of the frame body includes not only a case where the frame body is lifted in parallel but also a case where the frame body is tilted, and means the position and posture in the vertical direction.

【0004】[0004]

【課題を解決するための手段】前記課題解決のため本考
案は、地下構造物用枠体の高さ調整装置において、弾性
部材6として2種を用意し、その第1の種類の弾性部材
6−1はV字形を横に倒した状態で使用し、V字形の二
つの片16、17の一方は側塊5の上端面4に置かれ、
他方は枠体2の下端面3を支えるもので、より低い高さ
での微調整に適し、第2の種類の弾性部材6−2はV字
形を立てた状態で使用し、V字の底に相当す る箇所に側
塊上端面4に接する底片が設けてあるもので、より高い
側の高さ調整に適しており、高さ調整時に弾性部材6−
1、6−2が回転するのを防止するためそれらの一部が
嵌まり込む回り止め12のための凹部を枠体2の下端面
3と設置上の基礎である側塊5の上端面4のいずれか一
方又は双方に設けるという手段を講じたものである。
SUMMARY OF THE INVENTION In order to solve the above-mentioned problems, the present invention provides an apparatus for adjusting the height of a frame for an underground structure.
Two types are prepared as the member 6, and the first type elastic member
6-1 is used with the V-shape lying down,
One of the pieces 16, 17 is placed on the upper end face 4 of the side mass 5,
The other supports the lower end surface 3 of the frame 2 and has a lower height.
The second type of elastic member 6-2 is a V-shaped
Use in an upright shape, side to place it corresponds to the bottom of the V-shaped
The bottom piece that is in contact with the upper end surface 4 of the mass is provided.
It is suitable for height adjustment on the side, and the elastic member 6-
To prevent the rotation of 1, 6-2, some of them
The lower end surface of the frame body 2
Either 3 or the upper end surface 4 of the side lump 5 which is the foundation for installation
In which it took measures that Ru arranged in a square, or both.

【0005】[0005]

【実施例】以下図面を参照して説明する。実施例はマン
ホール受枠の高さ調整に関するもので、蓋体1を周縁部
で受け止める円環状の枠体2を有しており、それを設置
する基礎をなす側塊5の上に、枠体2を必要な間隔及び
姿勢で取り付けるものである。枠体2はフランジ状部分
を有し、その内径と側塊5の内径ほぼ同径である(図
1)。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. The embodiment relates to the adjustment of the height of the manhole receiving frame, which has an annular frame 2 for receiving the lid 1 at the peripheral edge thereof, and places the frame 2 on a side block 5 forming a foundation on which the lid 1 is installed. Are mounted at required intervals and postures. Frame 2 has a flange-shaped section, the inner diameter and the inner diameter of Gawakatamari 5 of that is approximately the same diameter (Fig. 1).

【0006】枠体2の高さ調整のためその下に弾性部材
6があてがわれる。この弾性部材6は加圧力の有無によ
り弾性的に変形及び復原可能な特性を有し、その変形と
復原性を高さ調整に利用する。例示の弾性部材6は弾性
変形可能なばね性を有する帯状の金属材からなる。その
ような素材をほぼV字形ないしU字形に曲げ形成し、そ
の二又形状の自由端16、17及び折り曲げ部18が枠
体2の下端面3及び側塊5の上端面4に接するように配
置し、上下方向の力を加えて必要な寸法が得られる程度
にまで押し潰し、高さ調整可能な支持体とするものであ
る。
An elastic member 6 is provided below the frame 2 for adjusting the height thereof. The elastic member 6 has a characteristic capable of elastically deforming and restoring depending on the presence or absence of a pressing force, and utilizes the deformation and restoring property for height adjustment. The illustrated elastic member 6 is made of a band-shaped metal material having elasticity and elasticity. Such a material is bent into a substantially V-shape or a U-shape so that the free ends 16 and 17 and the bent portion 18 of the bifurcated shape contact the lower end surface 3 of the frame 2 and the upper end surface 4 of the side mass 5. It is arranged and crushed to the extent that required dimensions are obtained by applying a vertical force to provide a support whose height can be adjusted.

【0007】弾性部材6として2種が用意されており、
その第1の種類の弾性部材6−1はV字形を横に倒した
状態で使用するもので、V字の二つの片16、17の一
方は側塊5の上端面4に置かれ、他方は枠体2の下端面
3を支える(図2、図4参照)。つまりV字の一方の片
の弾性変形を利用し、相対的に低い側の高さ調整に用い
るのに適している。この弾性部材6−1には二つの片1
6、17の夫々に透孔10−1、10−2が長円形又は
円形状に形成してあり、ここに後述のボルト7を通す。
折り曲げ部の曲げRは板厚tの数倍とし、これにより圧
縮高さが3〜5tとなり、低い高さでの微調整も可能に
なる。
Two types of elastic members 6 are prepared.
The first kind of elastic member 6-1 is used in a state where the V-shape is turned sideways, and one of the two pieces 16 and 17 of the V-shape is placed on the upper end surface 4 of the side mass 5 and the other. Supports the lower end surface 3 of the frame 2 (see FIGS. 2 and 4). That is, it is suitable for use in adjusting the height of a relatively low side by utilizing the elastic deformation of one of the V-shaped pieces. This elastic member 6-1 has two pieces 1
Through holes 10-1 and 10-2 are formed in oval or circular shapes respectively in 6 and 17, through which bolts 7 to be described later pass.
The bending R of the bent portion is set to several times the plate thickness t, whereby the compression height is 3 to 5 t, and fine adjustment at a low height is also possible.

【0008】底に相当する箇所に側塊上端面4に接する
底片が折り曲げ部18に設けてあり、そこから立ち上が
る二つの片16、17の端部を外方へ曲げて枠体2の下
端面3に摺動可能な接片11、11を彎曲状に設けてい
る(図3、図5参照)。この例の場合、V字の二片1
6、17の弾性変形を利用するので、相対的に高い側の
高さ調整に適している。この弾性部材6−2は立てて用
いるので、透孔10は底片に1箇所形成すれば良い。な
お、立てて用いる弾性部材6−2の両片16、17の曲
げ角度θは小さく30度以下で良い。
At the position corresponding to the bottom, a bottom piece in contact with the upper end surface 4 of the side mass is provided at the bent portion 18, and the ends of the two pieces 16, 17 rising from the bent portion are bent outward to lower end surface of the frame 2. The slidable contact pieces 11, 11 are provided in a curved shape on 3 (see FIGS. 3 and 5). In the case of this example, V-shaped two pieces 1
Since the elastic deformations 6 and 17 are used, it is suitable for height adjustment on a relatively high side. Since the elastic member 6-2 is used upright, the through hole 10 may be formed at one place in the bottom piece. Note that the bending angle θ of the two pieces 16 and 17 of the elastic member 6-2 used upright may be as small as 30 degrees or less.

【0009】接するように使用することを前提とする。
自由端は倒V字形の場合は上側の片16の端部16′、
立V字形の場合は彎曲状の接片11、11である。これ
は弾性部材6−1、6−2が金属であり、同じく金属製
の枠体2を介して弾性部材6−1、6−2を変形させる
場合に抵抗が少なく容易であるからである。これに対
し、側塊5はコンクリート製のため抵抗が大きく弾性部
材6−1、6−2の固定に適している。
It is assumed that they are used in contact with each other.
The free end is the end 16 'of the upper piece 16 in the case of an inverted V shape,
In the case of a vertical V-shape, the contact pieces 11 are curved. This is because the elastic members 6-1 and 6-2 are made of metal, and when the elastic members 6-1 and 6-2 are similarly deformed via the metal frame 2, the resistance is small and it is easy. On the other hand, since the side lump 5 is made of concrete, it has a large resistance and is suitable for fixing the elastic members 6-1 and 6-2.

【0010】弾性部材6−1、6−2及び枠体2の側塊
5への固定のためにボルト7が使用される。このボルト
7は、枠体2の固定のために従来から用いられていたも
のがそのまま利用可能であり、ボルト7を側塊上端面4
に形成されているめねじ孔16に螺合させて取り付け
る。めねじ孔16は、枠体フランジ状部分に形成されて
いるボルト孔8と位置及び個数が一致しており、そのボ
ルト孔位置により弾性部材6−1、6−2の取り付け位
置を選択し、枠体2の姿勢を決定する。19は適宜使用
されるワッシャを示す。
A bolt 7 is used for fixing the elastic members 6-1 and 6-2 and the frame 2 to the side block 5. The bolt 7 that has been conventionally used for fixing the frame 2 can be used as it is.
And screwed into the female screw hole 16 formed in the hole. The position and the number of the female screw holes 16 match the positions and the number of the bolt holes 8 formed in the flange portion of the frame, and the mounting positions of the elastic members 6-1 and 6-2 are selected according to the positions of the bolt holes. The posture of the frame 2 is determined. Reference numeral 19 denotes a washer used as appropriate.

【0011】弾性部材6−1、6−2の安定のために回
り止め12を設ける。実施例の場合その回り止め12
は、弾性部材6−1、6−2と接触する枠体2の下端面
3に凹部を形成してそれにあてている(図6)。このよ
うな回り止め12は側塊上端面4に形成しても良く、ま
たそれら両面3、4に形成しても良い。なお、凹部から
なる回り止め12は弾性部材6−1の幅Aよりやや広目
の幅とし、また深さは弾性部材6−1の板厚tの2倍以
上にすると良い。
A detent 12 is provided for stabilizing the elastic members 6-1 and 6-2. In the case of the embodiment, the detent 12
Has a recess formed in the lower end surface 3 of the frame 2 which contacts the elastic members 6-1 and 6-2 (FIG. 6). Such a detent 12 may be formed on the upper end surface 4 of the side lump, or may be formed on both surfaces 3, 4. It is preferable that the rotation stopper 12 composed of the concave portion is slightly wider than the width A of the elastic member 6-1 and the depth is set to be twice or more the thickness t of the elastic member 6-1.

【0012】側塊5上に弾性部材6を介してボルト締め
された枠体2と側塊5の間の環状の空間20に速乾性の
コンクリートモルタル等の固結材21を充填するため
に、側塊5と枠体2の内周面に密着する内周覆い体22
と外周面に密着する外周覆い体23とが組み合わされ
る。これらの覆い体22、23は前記空間20に固結材
21を充填するための型枠をなすもので、発泡樹脂材、
各種合成樹脂材、ゴム材などによって作られる。実施例
の外周覆い体23は予め側塊5と枠体2の外径に適合し
た径に調製されたゴム製の帯環であり、弾力で嵌め付け
る。内周覆い体22は枠体2又は側塊5の内径に適合し
た径に調整された帯環であり、内側から、接着によりセ
ットし、型枠を形成する。
In order to fill an annular space 20 between the frame 2 and the side lump 5 bolted on the side lump 5 via the elastic member 6 with a solidifying material 21 such as a quick-drying concrete mortar, Inner peripheral covering body 22 which is in close contact with the side block 5 and the inner peripheral surface of the frame 2
And the outer peripheral covering member 23 that is in close contact with the outer peripheral surface. These cover bodies 22 and 23 form a mold for filling the space 20 with the binder 21, and include a foamed resin material,
It is made of various synthetic resin materials and rubber materials. The outer peripheral covering body 23 of the embodiment is a rubber band ring prepared in advance to have a diameter suitable for the outer diameter of the side lump 5 and the frame body 2 and is elastically fitted. The inner peripheral covering body 22 is a band ring adjusted to a diameter adapted to the inner diameter of the frame body 2 or the side lump 5, and is set from the inside by bonding to form a mold.

【0013】このような本考案の高さ調整装置により枠
体2の取り付け工事を行なうには、側塊5と枠体2との
間に前述の如く弾性部材6−1、6−2を必要数セット
し、特定方向の弾性部材6−1、6−2をナット9の増
し締めにより弾性変形させ、或いは予め弾性部材6を必
要な程度に変形させたのちナット9で締め、両側の高さ
h1、h2を調整する(図7、図8、図9)。このとき
ナット9を締め過ぎたならそれを緩めれば弾性部材6−
1、6−2の弾力で復原するので、高さh1、h2は低
めるだけでなく再び高める調整も容易である。
In order to mount the frame 2 using the height adjusting device of the present invention, the elastic members 6-1 and 6-2 are required between the side block 5 and the frame 2 as described above. After several sets, the elastic members 6-1 and 6-2 in a specific direction are elastically deformed by retightening the nut 9, or the elastic member 6 is previously deformed to a necessary degree and then tightened by the nut 9, and the height on both sides is increased. h1 and h2 are adjusted (FIGS. 7, 8, and 9). At this time, if the nut 9 is excessively tightened, the nut 9 can be loosened to loosen the elastic member 6.
Since the restoration is performed with the elasticity of 1, 6-2, the heights h1, h2 can be easily adjusted not only to be lowered but also to be increased again.

【0014】次いで、側塊5と枠体2の内周面に内周覆
い体22、外周面に外周覆い体23を夫々前述のような
方法で取り付け、それらで囲まれた枠体2と側塊5との
間の環状の空間20にコンクリートモルタルを固結材2
1として充填し、弾性部材6とともに固結させる(図1
0)。このコンクリートモルタルの充填には、外周覆い
体23を一部外方へ拡げてできた隙間24から流し込む
か(図12)、或いは枠体2に設けられているボルト孔
8より漏斗25を用いて流し込む方法(図13)が採ら
れる。そして脱型し、所要の傾斜を有する高さ調整が完
成する(図11)。なお弾性部材6は1箇所に2個以上
重ねて取り付けても良い。
Next, the inner peripheral cover 22 and the outer peripheral cover 23 are attached to the inner peripheral surface of the side lump 5 and the frame 2 by the above-described method, respectively, and the frame 2 and the side enclosed by them are attached. Concrete mortar is fixed to the annular space 20 between the mass 5 and the solidification material 2.
1 and consolidated together with the elastic member 6 (FIG. 1).
0). For filling the concrete mortar, the outer peripheral cover 23 is poured into a gap 24 formed by partially expanding the outer cover (FIG. 12), or a funnel 25 is used through a bolt hole 8 provided in the frame 2. The pouring method (FIG. 13) is employed. Then, the mold is released, and the height adjustment having the required inclination is completed (FIG. 11). Note that two or more elastic members 6 may be attached and mounted at one location.

【0015】固結材充填のための工法の内、特に内周覆
い体22については、タイヤチューブを内側に当てが
い、その膨圧力を利用して内周覆い体22を外方へ押
し、固定することができる。また固結材21を充填する
際に前記漏斗25に代えて充填器具を使用することもで
きる。充填される固結材21の重さで外周覆い体23の
下部が開くのを防止するには緊締ベルトで同覆い体の下
部周囲を締め付けておく。
[0015] Among the methods for filling the solidification material, in particular, with regard to the inner peripheral covering member 22, the tire tube is applied to the inner side, and the inner peripheral covering member 22 is pushed outward by utilizing the inflation pressure, and is fixed. can do. When filling the consolidated material 21, a filling tool can be used instead of the funnel 25. In order to prevent the lower portion of the outer cover 23 from opening due to the weight of the solidifying material 21 to be filled, the lower periphery of the cover is fastened with a tightening belt.

【0016】[0016]

【考案の効果】本考案は以上の如く構成されかつ作用す
るものであるから、側塊5と枠体2との間に介装した弾
性部材6−1、6−2を加圧変形させることにより枠体
2の高さを自由に設定でき、特に枠体2を支えている弾
性部材6−1はより低い側の調整に適し、弾性部材6−
2は高い側の調整に適するので、高低どちらの側でも調
整量が少なくて済み、弾性部材6−1、6−2に無理な
力が加らず、回り止め12によって自転が阻止されるこ
とと相俟って作業性が改善され、迅速かつ正確に枠体2
の高さを調整することができるという効果を奏する。
Since the present invention is constructed and operates as described above, the elastic members 6-1 and 6-2 interposed between the side block 5 and the frame 2 are deformed under pressure. , The height of the frame 2 can be freely set. In particular, the elastic member 6-1 supporting the frame 2 is suitable for adjusting the lower side, and the elastic member 6-
2 is suitable for adjustment on the high side, so adjust on either side
The amount of adjustment is small, and it is impossible for the elastic members 6-1 and 6-2.
No force is applied, and rotation is prevented by the rotation stopper 12.
The workability is improved in conjunction with
It is possible to adjust the height.

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

【図1】本考案に係る装置の実施例を示す分解斜視図。FIG. 1 is an exploded perspective view showing an embodiment of the device according to the present invention.

【図2】同上装置の要部を拡大した分解斜視図。FIG. 2 is an exploded perspective view in which main parts of the above device are enlarged.

【図3】同じく他の要部を拡大した分解斜視図。FIG. 3 is an exploded perspective view in which another main part is enlarged.

【図4】一方の弾性部材の3面図。FIG. 4 is a three-side view of one elastic member.

【図5】他方の弾性部材の3面図。FIG. 5 is a three-side view of the other elastic member.

【図6】(a)枠体の要部の平面図。 (b)同上b−b線の断面図。FIG. 6A is a plan view of a main part of a frame. (B) Sectional drawing of the above bb line.

【図7】一方の弾性部材の取付図。FIG. 7 is a mounting diagram of one elastic member.

【図8】他方の弾性部材の取付図。FIG. 8 is a mounting diagram of the other elastic member.

【図9】本案装置で高さを設定した状態の断面図。FIG. 9 is a cross-sectional view showing a state in which a height is set by the device of the present invention.

【図10】本案装置により施工中の断面図。FIG. 10 is a cross-sectional view during construction by the device of the present invention.

【図11】同上の施工後の断面図。FIG. 11 is a cross-sectional view after the above construction.

【図12】固結材充填法の1例を示す説明図。FIG. 12 is an explanatory view showing one example of a method of filling a consolidated material.

【図13】同じく他の1例を示す説明図。FIG. 13 is an explanatory view showing another example.

Claims (4)

(57)【実用新案登録請求の範囲】(57) [Scope of request for utility model registration] 【請求項1】 蓋体1を周縁部で受け止める枠形の枠体
2と、その枠体2を設置するため、枠体2の下端面3と
ほぼ同形に形成された上端面4との間に、加圧により弾
性変形可能な弾性部材6を1又は2以上介装し、前記側
塊5の上端面4に取り付けられたボルト7を枠体2の下
端面3に形成されたボルト孔8に通し、ナット9で締め
ることにより締め量に応じて前記弾性部材6の変形量を
大小調節し、枠体2の高さを調整する装置において、 弾性部材6は2種が用意されており、その第1の種類の
弾性部材6−1はV字形を横に倒した状態で使用し、V
字形の二つの片16、17の一方は側塊5の上端面4に
置かれ、他方は枠体2の下端面3を支えるもので、より
低い高さでの微調整に適し、 第2の種類の弾性部材6−2はV字形を立てた状態で使
用し、V字の底に相当する箇所に側塊上端面4に接する
底片が設けてあるもので、より高い側の高さ調整に適し
ており、 高さ調整時に弾性部材6−1、6−2が回転するのを防
止するためそれらの一部が嵌まり込む回り止め12のた
めの凹部を枠体2の下端面3と設置上の基礎である側塊
5の上端面4のいずれか一方又は双方に設けたことを特
徴とする 地下構造物用枠体の高さ調整装置。
1. A frame-shaped frame 2 for receiving a lid 1 at a peripheral portion thereof, and an upper end 4 formed substantially in the same shape as a lower end 3 of the frame 2 for installing the frame 2. One or more elastic members 6 that can be elastically deformed by pressure are interposed, and bolts 7 attached to the upper end surface 4 of the side lump 5 are bolt holes 8 formed in the lower end surface 3 of the frame 2. In a device for adjusting the amount of deformation of the elastic member 6 according to the amount of tightening by tightening with a nut 9 and adjusting the height of the frame 2, two types of elastic members 6 are prepared. Of the first kind
The elastic member 6-1 is used in a state where the V-shape is turned sideways.
One of the two pieces 16 and 17 of the character shape is
And the other supports the lower end face 3 of the frame 2
Suitable for fine adjustment at a low height, the second type elastic member 6-2 is used in a V-shaped state.
And contact the upper end surface 4 of the side lump at a location corresponding to the bottom of the V-shape.
With bottom piece, suitable for height adjustment on the higher side
And which, anti from elastic member 6-1 and 6-2 during the height adjustment is rotated
A part of the detent 12 to fit
The lower part 3 of the frame 2 and the side block which is the foundation for installation
5 is provided on one or both of the upper end surfaces 4.
The height adjustment device for the underground structure frame.
【請求項2】第1の種類の弾性部材6−1、ボルト挿
通のための長孔10−1を有する請求項第1項記載の地
下構造物用枠体の高さ調整装置。
2. The first type of elastic member 6-1 is provided with a bolt
Height adjustment device of the underground construction for frame as in claim 1 wherein that having a long hole 10-1 for passing.
【請求項3】第2の種類の弾性部材6−2はほぼV字形
の二つの片の端部を外方へ曲げて枠体2の下端面3に接
する接片11を有し、上端面4に接するV字の下端にボ
ルト7の挿通のための透孔10を設けた請求項第1項記
載の地下構造物用枠体の高さ調整装置。
3. An elastic member 6-2 of the second kind has a contact piece 11 which is formed by bending the ends of two substantially V-shaped pieces outward and contacting the lower end face 3 of the frame body 2. 2. A height adjusting device for an underground structure frame according to claim 1, wherein a through hole (10) for inserting a bolt (7) is provided at a lower end of the V-shape contacting the (4).
【請求項4】 枠体2と側塊5との間の環状の空間20
にコンクリートモルタル等の固結材21を充填するた
め、側塊5と枠体2の内周面に密着する内周覆い体22
と、側塊5と枠体2の外周面に密着する外周覆い体23
とを設けた請求項第1項記載の地下構造物用枠体の高さ
調整装置。
4. An annular space (20) between the frame (2) and the lateral mass (5).
In order to fill the inside with a solidifying material 21 such as concrete mortar, an inner peripheral covering body 22 which is in close contact with the inner peripheral surface of the side lump 5 and the frame 2
And an outer peripheral covering member 23 that is in close contact with the outer peripheral surfaces of the side block 5 and the frame 2.
The height adjusting device for an underground structure frame according to claim 1, further comprising:
JP1993044601U 1993-07-23 1993-07-23 Underground structure frame height adjustment device Expired - Lifetime JP2523353Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1993044601U JP2523353Y2 (en) 1993-07-23 1993-07-23 Underground structure frame height adjustment device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1993044601U JP2523353Y2 (en) 1993-07-23 1993-07-23 Underground structure frame height adjustment device

Publications (2)

Publication Number Publication Date
JPH0710045U JPH0710045U (en) 1995-02-10
JP2523353Y2 true JP2523353Y2 (en) 1997-01-22

Family

ID=12695981

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1993044601U Expired - Lifetime JP2523353Y2 (en) 1993-07-23 1993-07-23 Underground structure frame height adjustment device

Country Status (1)

Country Link
JP (1) JP2523353Y2 (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101649758B1 (en) * 2016-02-04 2016-08-22 권혁희 Internal form work system for manhole covers fixed tilt
JP7206940B2 (en) * 2019-01-22 2023-01-18 積水ハウス株式会社 Drain basins, floor structures, and construction methods for floor structures

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3074062B2 (en) * 1992-03-16 2000-08-07 株式会社ハッコー Manhole cover height adjustment method

Also Published As

Publication number Publication date
JPH0710045U (en) 1995-02-10

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