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JP2005054481A - Height adjusting device for underground structure - Google Patents

Height adjusting device for underground structure Download PDF

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Publication number
JP2005054481A
JP2005054481A JP2003287209A JP2003287209A JP2005054481A JP 2005054481 A JP2005054481 A JP 2005054481A JP 2003287209 A JP2003287209 A JP 2003287209A JP 2003287209 A JP2003287209 A JP 2003287209A JP 2005054481 A JP2005054481 A JP 2005054481A
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screw
mating
mating screw
height
upper structure
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Japanese (ja)
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Masaru Ishikawa
勝 石川
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Nagashima Foundry Co Ltd
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Nagashima Foundry Co Ltd
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  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a height adjusting device for an underground structure capable of adjusting a height only by a screw operation from above the super structure. <P>SOLUTION: The height adjusting device for the underground structure is arranged on the foundation structure of the underground structure, and adjusts the height of the super structure such as a receiving frame. A screw section 13 is installed to the foundation structure 12 in the vertical direction, and a screw 16 is mounted in a vertically movable manner by screwing the screw 16 to the screw section 13. A receiving seat 17 vertically moved together with the screw 16 and having a function of receiving the upper structure 14 is secured to the screw 16, an operating member 30 is fitted to the screw 16 from above the super structure 14 and the super structure 14 can be moved vertically by a rotation. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は、地下構造物の基礎構造体上に配置され、受枠等の上部構造体の高さ調整を行なうための装置に関するものである。   The present invention relates to an apparatus for adjusting the height of an upper structure such as a receiving frame that is arranged on a foundation structure of an underground structure.

例えばマンホール蓋とそれが設置されている道路との間に段差があると、歩行者がつまづいたり自動車が衝撃を受けたりすることがある。そこでマンホール蓋面と道路面とを合わせることが必要となり、特開平10−68136号や特開2001−182727号においては、蓋受枠とその下部の構造体との間にねじを用いた高さ調整装置を挿入し、受枠高さの微調整を行なうことを提案している。   For example, if there is a step between the manhole cover and the road on which it is installed, a pedestrian may be tripped or the car may be shocked. Therefore, it is necessary to match the manhole cover surface with the road surface. In Japanese Patent Application Laid-Open Nos. 10-68136 and 2001-182727, height adjustment using a screw is provided between the cover receiving frame and the lower structure. It has been proposed to insert a device and finely adjust the height of the receiving frame.

これらはいずれも、施工時に、受枠を組み付ける工程においてボルト上のナットを操作して調整するものである。しかし、受枠は約40kgと重いためナットを操作することは困難であり、微調整しにくいという問題があった。また受枠と下部の構造との間が狭い場合さらに作業性は低下する。また前記発明中、後のものは、ボルトに螺合して上下させるナットに掛止用凹部を設け、その凹部に嵌合させる掛止爪をパイプ状本体の先端に有するナット廻し具を用いて、受枠の上方からの作業を可能にしている。しかし、ナット廻し具を受枠のアンカー穴に差し込まねばならず、ナット位置がアンカー穴から僅かでもずれると、ナット廻し具を凹部に嵌合させることができない。   These are all adjusted by operating the nut on the bolt in the process of assembling the receiving frame during construction. However, since the receiving frame is as heavy as about 40 kg, it is difficult to operate the nut and there is a problem that fine adjustment is difficult. Further, when the space between the receiving frame and the lower structure is narrow, workability is further reduced. Further, in the above invention, the latter is provided with a nut turning tool having a latching recess provided on a nut that is screwed up and down to be screwed up and down, and a latching claw that is fitted in the recess. This enables work from above the receiving frame. However, the nut turning tool must be inserted into the anchor hole of the receiving frame, and if the nut position is slightly shifted from the anchor hole, the nut turning tool cannot be fitted into the recess.

また特開2002−21102号の場合には、受枠のアンカー穴から上方へ突出するボルトにナットを捩じ込み、ナットに設けた引き上げ手段により受枠を吊り上げた状態で、ナットの位置決めをする構成を開示している。この構成は高さ調整装置をセメントモルタル中に埋設することなく施工可能であるから、繰り返し使用可能となり、経済性も良い
が、強力なばねを必要とするとともに、作業上取り扱う部品点数が多い。
In the case of Japanese Patent Laid-Open No. 2002-21102, the nut is positioned in a state in which the nut is screwed into a bolt protruding upward from the anchor hole of the receiving frame and the receiving frame is lifted by the lifting means provided on the nut. Disclosure. Since this construction can be applied without embedding the height adjusting device in the cement mortar, it can be used repeatedly and is economical, but requires a strong spring and requires a large number of parts to handle in the work.

本発明は前記の点に着目してなされたもので、その課題は、上部構造体の上方からのねじ操作だけで高さ調整が可能な地下構造物用高さ調整装置を提供することである。また本発明の他の課題は、上部構造体と基礎構造体とを締結するアンカーボルトの回転操作により高さ調整を可能にすることである。   This invention was made paying attention to the said point, The subject is providing the height adjustment apparatus for underground structures in which height adjustment is possible only by screw operation from the upper part of an upper structure. . Another object of the present invention is to enable height adjustment by rotating an anchor bolt that fastens the upper structure and the foundation structure.

前記の課題を解決するため、本発明は基礎構造体に、ねじ部を上下方向に設置し、上記ねじ部に相手ねじを上下動可能に設け、相手ねじとともに上下動可能であり、かつまた上部構造体を受け止める機能を持つ受座を相手ねじに設け、上部構造体の上方から相手ねじに操作部材を取り付け、回転させることで上部構造体を上下動可能とするという手段を講じたものである。   In order to solve the above-described problems, the present invention provides a foundation structure having a threaded portion installed in the vertical direction, a mating screw provided in the threaded portion so as to be movable up and down, and movable up and down together with the mating screw. A receiving seat having a function of receiving the structure is provided on the mating screw, an operation member is attached to the mating screw from above the upper structure, and the upper structure can be moved up and down by rotating. .

本発明は、地下構造物を構成するマンホールその他の設備において、蓋表面を道路面と一致させるために高さや傾斜等の調整を行うことなどを主たる目的とする。マンホールは人の出入りが可能な口という意味であるが、これにかぎられることなく、より小さいサイズの蓋受け装置にも本発明は当然適用される。本発明において、蓋受け装置は、鉄蓋を受け止める受枠等の上部構造体と、その下部の基礎構造体とで構成され、基礎構造体は、下桝や斜壁と通称される部材類、調整枠、嵩上げ枠などの構築要素を含む。   The main object of the present invention is to adjust height, inclination, etc. in order to make the lid surface coincide with the road surface in manholes and other facilities constituting the underground structure. The manhole means a mouth that allows people to enter and exit, but the present invention is naturally applicable to a lid receiving device of a smaller size without being limited to this. In the present invention, the lid receiving device is composed of an upper structure such as a receiving frame for receiving an iron lid, and a lower basic structure, and the basic structure is a member commonly referred to as an underarm or a slant wall, adjustment Includes construction elements such as frames and raised frames.

それらより成る基礎構造体の上部に、ねじ部が上下方向に設置される。このねじ部は、相手ねじを螺合する部分であり、例えば、基礎構造体としての調整枠に埋め込んだインサートナットなどはねじ部に該当し、インサートナットに螺合させるアンカーボルトなどは相手ねじに該当する。また、基礎構造体に雄ねじを有するボルトを植立してねじ部とし、それに雌ねじを有するパイプを螺合させて相手ねじとすることも可能であるから、ねじ部は雌ねじと限らないし、同様に相手ねじも雄ねじとは限らない。しかし、アンカーボルトは上部構造体を基礎構造体に締結するために必要不可欠のものであるから、アンカーボルトを基礎構造体に設置するねじ部として使用することは最も望ましい本発明の適用形態である。   A screw part is installed in the up-and-down direction on the upper part of the foundation structure which consists of them. This threaded part is a part to which a mating screw is screwed. For example, an insert nut or the like embedded in an adjustment frame as a foundation structure corresponds to the threaded part, and an anchor bolt or the like to be screwed into the insert nut is a mating screw. Applicable. In addition, since it is possible to plant a bolt having a male thread on the foundation structure to form a threaded portion and to screw a pipe having a female thread into the mating thread, the threaded portion is not limited to a female thread, and similarly The mating screw is not necessarily a male screw. However, since the anchor bolt is indispensable for fastening the upper structure to the foundation structure, it is the most desirable application form of the present invention to use the anchor bolt as a screw portion for installing in the foundation structure. .

相手ねじとともに上下動可能であり、かつ上部構造体を受け止めるための受座を相手ねじに設ける。相手ねじのねじ込みねじ戻し操作に応じて生ずる上下動により、上部構造体の高さ調整を行うものである。受座の設け方には、相手ねじと螺合させることなく差し込み式に設けるものと(図4、5参照)、相手ねじと一体式に設けるもの(図6、7参照)とがある。前者の場合には相手ねじ上の1点に位置決めする部材を併用し、後者の場合には相手ねじ上の1点に固定する手段を用いる。   The mating screw is provided with a seat that can move up and down together with the mating screw and receives the upper structure. The height of the upper structure is adjusted by the vertical movement that occurs in response to the screwing operation of the mating screw. There are two ways of providing the seats: one that is inserted in the mating screw without screwing (see FIGS. 4 and 5), and one that is integral with the mating screw (see FIGS. 6 and 7). In the former case, a member for positioning at one point on the mating screw is used together, and in the latter case, means for fixing to one point on the mating screw is used.

相手ねじには、上部構造体の上方から相手ねじ操作のための操作部材を取り付けるものとする。操作部材は、相手ねじに着脱可能に取り付けられるものであることが望まれる。装着により操作部材の作用力を相手ねじに伝えるためには操作部材の係合部と相手ねじとが係合する関係を持たせる。相手ねじがアンカーボルトとしても利用される場合、その上端は受枠から必要以上に突出せず、また下端も下部構造体から余り突出しないようになっていることが望ましい。なお、このために、高さ調整を終了し、かつアンカーボルトとしての締結を完了した後で突出する上端の余剰部分は切除することができるものとする。   An operating member for operating the mating screw is attached to the mating screw from above the upper structure. It is desirable that the operation member be detachably attached to the mating screw. In order to transmit the acting force of the operating member to the mating screw by mounting, the engaging portion of the operating member and the mating screw are engaged. When the mating screw is also used as an anchor bolt, it is desirable that its upper end does not protrude more than necessary from the receiving frame, and the lower end does not protrude too much from the lower structure. For this reason, it is assumed that the surplus portion of the upper end protruding after finishing the height adjustment and completing the fastening as the anchor bolt can be cut off.

本発明に係る地下構造物用高さ調整装置は、上に述べたようなねじ部を少なくとも3箇所設け、夫々に受座を有する相手ねじを螺合し、受枠等上部構造体の高さを調整するのが一般的と考えられる(図2参照)。しかしながら、最小限度の施工方法を考えると、1箇所だけでも上部構造体に傾斜を与えることは可能である。   The height adjusting device for an underground structure according to the present invention is provided with at least three screw portions as described above, screwing mating screws each having a receiving seat, and adjusting the height of the upper structure such as a receiving frame. Adjustment is generally considered (see FIG. 2). However, considering the minimum construction method, it is possible to incline the upper structure at only one place.

また、本発明装置により高さ調整を実施したものについて、事後さらに高さ調整をやり直すことも可能である(図13参照)。この再調整を行うには、相手ねじ部が回転操作可能に保たれていることが必要となるので、高さ調整のためのモルタルによって相手ねじ部が固定されてしまわないように、相手ねじ部及びねじ部との螺合部をカバー手段によって覆っておくことが必要となる。再工事が可能であるということは、上部構造体の上方から相手ねじを操作する方式を取ることによって可能となる本発明の利点である。   Moreover, it is also possible to redo the height adjustment after the height adjustment with the apparatus of the present invention (see FIG. 13). In order to perform this readjustment, it is necessary to keep the mating screw part rotatable so that the mating screw part is not fixed by the mortar for height adjustment. In addition, it is necessary to cover the screwed portion with the screw portion by the cover means. The fact that re-construction is possible is an advantage of the present invention that is made possible by adopting a method of operating the mating screw from above the upper structure.

本発明は上記のように構成され、かつ作用するものであるから、上部構造体の上方(外方)からのねじ操作によって、上部構造体の高さ調整が可能になり、調整工事中に、地下構造物内に入って高さ調整ナットなどを操作する必要がなくなるので、作業性を向上することができるとともに、ねじ操作をアンカーボルトによって行えるようにした場合には、高さ調整装置としての構成部品点数が少なくて済む。また上部構造体の上方(外方)からのねじ操作によって上部構造体の高さ調整作業を行えるため、相手ねじさえ回転可能な状態を保っておけば、事後の再調整が容易に可能になる。   Since the present invention is configured and operates as described above, the height of the upper structure can be adjusted by screw operation from above (outside) the upper structure, and during the adjustment work, Since there is no need to operate the height adjustment nut etc. by entering the underground structure, workability can be improved, and when the screw operation can be performed with the anchor bolt, the height adjustment device The number of components is small. In addition, since the height of the upper structure can be adjusted by operating the screw from above (outside) the upper structure, it is possible to easily perform subsequent readjustment if only the mating screw remains rotatable. .

以下図面を参照して本発明をより詳細に説明する。図1は、本発明に係る地下構造物の例示であり、11は基盤、12は基礎構造物としての下桝、13はねじ部としてのインサートナットを示しており、基礎構造体12の上端面に上下方向に設けられている。ねじ部13は、基礎構造体12の枠部に120度間隔で3箇所設置されており(図2)、基礎構造体12の下方にも貫通している。   Hereinafter, the present invention will be described in more detail with reference to the drawings. FIG. 1 is an illustration of an underground structure according to the present invention, 11 is a base, 12 is a lower arm as a base structure, 13 is an insert nut as a threaded portion, and an upper end surface of the base structure 12 Are provided in the vertical direction. The screw part 13 is installed in the frame part of the foundation structure 12 at 120-degree intervals (FIG. 2), and also penetrates below the foundation structure 12.

上部構造体14としての受枠は、基礎構造体12の上位に据え付けられ、鉄蓋(図示せず)を受け支える円環状の部材であり、そのフランジ部に6ケ所等間隔で設けられている所謂アンカー穴15の位置は、下部構造体の前記ねじ部13の位置と一致する。雌ねじ部材であるねじ部13と螺合する雄ねじ部材である相手ねじ16は、従ってアンカー穴15に通される。例示の相手ねじ16は、上部構造体14と下部構造体12とを締結するアンカーボルトを兼ねる。   The receiving frame as the upper structure 14 is an annular member that is installed above the foundation structure 12 and supports an iron lid (not shown), and is so-called provided on the flange portion at six equal intervals. The position of the anchor hole 15 coincides with the position of the screw portion 13 of the lower structure. The mating screw 16, which is a male screw member that is screwed with the screw portion 13, which is a female screw member, is thus passed through the anchor hole 15. The illustrated mating screw 16 also serves as an anchor bolt that fastens the upper structure 14 and the lower structure 12.

相手ねじ16は、ねじ部13と螺合して上下動可能に設けられているが、相手ねじ16に上部構造体14を受け止めさせるために、受座17は、相手ねじ16に螺合することなく差し込まれる所謂ばか穴18を有し、かつ下面に球面状に整形された球面座19を有している。球面座19で受座17を受け止めるために円板状の座受け20が相手ねじ16の適当な位置に溶接されている。また、相手ねじ16の上端には、後述する操作部材30の係合部31の係合相手部21が設けられている。   The mating screw 16 is provided so as to be able to move up and down by screwing with the screw portion 13, but the seat 17 is screwed with the mating screw 16 in order to cause the mating screw 16 to receive the upper structure 14. It has a so-called hollow hole 18 to be inserted, and has a spherical seat 19 shaped into a spherical shape on the lower surface. In order to receive the receiving seat 17 by the spherical seat 19, a disc-shaped seat receiving 20 is welded to an appropriate position of the mating screw 16. Further, at the upper end of the mating screw 16, an engaging mating portion 21 of an engaging portion 31 of the operation member 30 described later is provided.

螺合することなく差し込まれる受座17の座受け20は円板状に限らない。その例は図4、5に示されており、図4のものは、相手ねじ16にピン22を圧入しただけのものである。また図5のものは、E型ワッシャ23或いはスナップピン24を相手ねじ16に係合によって取り付けたもので、取り付け部には雄ねじ部材のねじの谷部を利用することができる。これらの例の場合、受座17は上部構造体14の下面に接触して相手ねじ16が回転しても回転せず座受け20等とともに上下することになる。   The seat receiver 20 of the receiving seat 17 inserted without screwing is not limited to a disc shape. Examples thereof are shown in FIGS. 4 and 5, in which only the pin 22 is press-fitted into the mating screw 16. Further, in FIG. 5, the E-type washer 23 or the snap pin 24 is attached to the mating screw 16 by engagement, and the threaded portion of the male screw member can be used as the attachment portion. In these cases, the seat 17 does not rotate even if the mating screw 16 rotates by contacting the lower surface of the upper structure 14 and moves up and down together with the seat receiver 20 and the like.

他方、相手ねじ16と一体に上下する一体式の例は図6、7に示されており、図6のものは相手ねじ16に螺合する雌ねじ25と上部球面座26とを有する受座27と、止めねじとなるナット28とから成る。なお、図6の受座27には、締め付けるための工具との係合部27が設けられている。また図7のものは、雌ねじ25と上部球面座26とを有する受座27を相手ねじ16の適当な位置に溶接(符号29で示す)したものである。故にこれらの例の場合には、相手ねじ16が回転すると、それとともに、上部球面座26で抵抗が減少している受座27が回転し、上下することとなる。   On the other hand, an example of an integral type that moves up and down integrally with the mating screw 16 is shown in FIGS. 6 and 7, and the one in FIG. 6 has a female seat 25 that is screwed to the mating screw 16 and an upper spherical seat 26. And a nut 28 serving as a set screw. In addition, the seat 27 of FIG. 6 is provided with the engaging part 27 with the tool for tightening. In FIG. 7, a receiving seat 27 having a female screw 25 and an upper spherical seat 26 is welded (shown by reference numeral 29) to an appropriate position of the mating screw 16. Therefore, in these examples, when the mating screw 16 is rotated, the seat 27 whose resistance is reduced at the upper spherical seat 26 is rotated and moved up and down.

上部構造体14の上方から相手ねじ16に取り付ける操作部材30は、相手ねじ16の上端に設けてある係合相手部21と係合可能な係合部31を有している。例示の係合部31は、相手ねじ16を差し込み可能な太さのパイプの差し込み口32から内方の位置に設けられており、係合部31の剛性向上に寄与している(図8)。操作部材30は上端にハンドル33を有している。   The operation member 30 attached to the mating screw 16 from above the upper structure 14 has an engaging portion 31 that can be engaged with the mating mating portion 21 provided at the upper end of the mating screw 16. The illustrated engaging portion 31 is provided at an inner position from an insertion port 32 of a pipe having a thickness capable of inserting the mating screw 16 and contributes to improvement in rigidity of the engaging portion 31 (FIG. 8). . The operation member 30 has a handle 33 at the upper end.

このように構成された本発明の地下構造物用高さ調整装置10により、受枠の高さ調整を行う場合、基礎構造体12を適切に設置し、そのねじ部13に相手ねじ部16を螺合する(図9参照)。図9以下に示したのはばか穴18を有する回転しない受座17を有する例である。   When the height adjustment of the receiving frame is performed by the underground structure height adjusting device 10 of the present invention thus configured, the foundation structure 12 is appropriately installed, and the mating screw portion 16 is screwed into the screw portion 13. (See FIG. 9). An example having a non-rotating seat 17 having a flaw hole 18 is shown in FIG.

大まかな高さ調整ののち、上部構造体14のアンカー穴15に相手ねじ部16を通し、上部構造体14を受座17に乗せて支えた状態とし、次いで操作部材30の係合部31を相手ねじ16の係合相手部21と係合させる。この状態でハンドル33を所望の方向に操作し高さ調整を行う。図10は図9より受座17の位置を低く調整し、高さ調整を行う。図11では、図10より受座17の位置を高く調整しており、どの調整を行うにしても、操作部材30を上部構造体14の上方から操作して、相手ねじ16を回転させるだけで済む。   After roughly adjusting the height, the mating screw portion 16 is passed through the anchor hole 15 of the upper structure 14 so that the upper structure 14 is supported on the seat 17, and then the engaging portion 31 of the operation member 30 is moved. Engage with the mating mating part 21 of the mating screw 16. In this state, the handle 33 is operated in a desired direction to adjust the height. In FIG. 10, the position of the receiving seat 17 is adjusted to be lower than that in FIG. In FIG. 11, the position of the seat 17 is adjusted to be higher than that in FIG. 10. Regardless of which adjustment is performed, the operation member 30 is operated from above the upper structure 14 and the mating screw 16 is rotated. That's it.

高さ調整が終わったなら、上部構造体14のフランジ部から突出する相手ねじ16にナット34を螺合して相手ねじ16をアンカーボルトとして使用し、基礎構造体12と上部構造体14とを締結する。また基礎構造体12と上部構造体14との間の空所36に、速硬性のモルタルなどを高さ調整用充填材35として充填する。モルタルが乾燥すれば、それで高さ調整を完了する。図12の状態である。   When the height adjustment is finished, the nut 34 is screwed into the mating screw 16 protruding from the flange portion of the upper structure 14 and the mating screw 16 is used as an anchor bolt, and the foundation structure 12 and the upper structure 14 are connected. Conclude. Further, a space 36 between the base structure 12 and the upper structure 14 is filled with a quick-setting mortar or the like as a height adjusting filler 35. When the mortar is dry, the height adjustment is complete. It is the state of FIG.

この高さ調整工事において、空所36に露出する相手ねじ部分に予めカバー手段27により覆って、モルタルがねじに付着するのを防止することができる。図13の左側の状態である。この場合には、相手ボルト16にはモルタルが付着していないので相手ボルト16の事後操作が可能となる。即ち、道路の舗装を剥離するとともに上部構造体14に打撃を加えてモルタルから取り外し、操作部材30を相手ボルト16に取り付けて引き上げる方向に操作し、新たに生じた空所36′にモルタルを充填することにより再嵩上げが可能となる。   In this height adjustment work, it is possible to prevent the mortar from adhering to the screw by covering the mating screw portion exposed in the space 36 with the cover means 27 in advance. It is the state of the left side of FIG. In this case, since the mortar is not attached to the mating bolt 16, the post-operation of the mating bolt 16 becomes possible. That is, the pavement of the road is peeled off, the upper structure 14 is hit and removed from the mortar, the operation member 30 is attached to the mating bolt 16 and operated in the direction of pulling up, and the newly formed space 36 'is filled with mortar. By doing so, re-lifting becomes possible.

また、上部構造体14をモルタルから取り外した状態で、このモルタル35を除去することができれば、基礎構造体12との間の空所を改めて調整することが可能となる。従って、嵩上げだけでなく、高さを低くする方向の調整も可能となり、かつどの工事を行うときにも、上部構造体14の上方からの作業で高さ調整を行うことができる。   Further, if the mortar 35 can be removed in a state where the upper structure 14 is removed from the mortar, it is possible to adjust the space between the base structure 12 and the mortar 35 again. Therefore, not only the raising but also the adjustment in the direction of decreasing the height is possible, and the height adjustment can be performed by the work from above the upper structure 14 in any construction.

本発明は以上のような内容を有するものであり、地下構造物の設置工事における上部構造体の高さ調整や、設置されているマンホールなどの地下構造物における上部構造体の高さの修正などを円滑に行うことができる。   The present invention has the above-described contents, such as height adjustment of the upper structure in the installation work of the underground structure, correction of the height of the upper structure in the underground structure such as an installed manhole, etc. Can be performed smoothly.

本発明に係る地下構造物用高さ調整装置の適用例を示す縦断面図。The longitudinal cross-sectional view which shows the application example of the height adjustment apparatus for underground structures which concerns on this invention. 同じく平面図。FIG. 本発明に係る高さ調整装置の1例を示す側面図。The side view which shows one example of the height adjustment apparatus which concerns on this invention. 相手ねじと受座の関係の例2を示す側面図。The side view which shows the example 2 of the relationship between an other party screw and a receiving seat. 同じく例3を示す側面図。The side view which shows Example 3 similarly. 同じく例4を示す側面図。The side view which shows Example 4 similarly. 同じく例5を示す側面図。The side view which shows Example 5 similarly. 操作部材の1例を示す図。The figure which shows an example of an operation member. 基礎構造体のねじ部に相手ねじ部を螺合させた状態の断面図。Sectional drawing of the state which made the other thread part screwed in the thread part of a foundation structure. 上部構造体の高さ調整の例1を示す断面図。Sectional drawing which shows Example 1 of height adjustment of an upper structure. 上部構造体の高さ調整の例2を示す断面図。Sectional drawing which shows Example 2 of height adjustment of an upper structure. 高さ調整を完了した状態の断面図。Sectional drawing of the state which completed height adjustment. 高さの再調整の例を示す断面図。Sectional drawing which shows the example of readjustment of height.

符号の説明Explanation of symbols

10 地下構造用高さ調整装置
12 基礎構造体
13 ねじ部
14 上部構造体
16 相手ねじ
17、29 受座
20 座受け
21 係合相手部
22 ピン
23 ワッシャ
24 スナップピン
25 雌ねじ
26 上部球面座
28 ナット
29 溶接
30 操作部材
31 係合部
33 ハンドル
35 高さ調整用充填材
36、36′ 空所
DESCRIPTION OF SYMBOLS 10 Height adjustment apparatus for underground structures 12 Foundation structure 13 Screw part 14 Upper structure 16 Mating screw 17, 29 Seat 20 Seat receiving 21 Engagement mating part 22 Pin 23 Washer 24 Snap pin 25 Female screw 26 Upper spherical seat 28 Nut 29 Welding 30 Operating member 31 Engaging part 33 Handle 35 Height adjusting filler 36, 36 '

Claims (5)

地下構造物の基礎構造体上に配置され、受枠等の上部構造体の高さ調整を行なうための装置であって、基礎構造体に、ねじ部を上下方向に設置し、上記ねじ部に相手ねじを螺合することにより、相手ねじを上下動可能に設け、相手ねじとともに上下動可能であり、かつまた上部構造体を受け止める機能を持つ受座を相手ねじに設け、上部構造体の上方から相手ねじに操作部材を取り付け、回転させることで上部構造体を上下動可能としたことを特徴とする地下構造物用高さ調整装置。 A device for adjusting the height of an upper structure such as a receiving frame, which is arranged on the foundation structure of an underground structure, and in which the screw part is installed in the vertical direction and the screw part is opposed to the screw part. By mating the screw, the mating screw can be moved up and down, and can be moved up and down with the mating screw, and a receiving seat having a function of receiving the upper structure is provided on the mating screw, and from above the upper structure. A height adjusting device for an underground structure, wherein an operating member is attached to a mating screw and rotated to allow the upper structure to move up and down. 基礎構造体に設置するねじ部はボルトであり、上部構造体を固定するために用いられるアンカーボルトを兼ねている請求項1記載の地下構造物用高さ調整装置。 The height adjusting device for an underground structure according to claim 1, wherein the screw portion installed in the foundation structure is a bolt, and also serves as an anchor bolt used for fixing the upper structure. 受座は、相手ねじと螺合しないように差し込まれ、相手ねじに固定的に設けられている座受けとともに上下動する構成を有している請求項1記載の地下構造物用高さ調整装置。 2. The height adjusting device for an underground structure according to claim 1, wherein the receiving seat is inserted so as not to be screwed with the mating screw, and moves up and down together with a seat catch fixedly provided on the mating screw. . 受座は、相手ねじにダブルナット式又は溶接により一体に設けられている請求項1記載の地下構造物用高さ調整装置。 The height adjusting device for an underground structure according to claim 1, wherein the receiving seat is provided integrally with a mating screw by a double nut type or welding. 基礎構造体と上部構造体との間の空所において、相手ねじに、高さ調整のために充填されるモルタル等の充填材が付着するのを防ぐために、相手ねじをカバー手段によって覆って成る請求項1ないし4のいずれかに記載の地下構造物用高さ調整装置。


In the space between the foundation structure and the upper structure, the mating screw is covered with a cover means to prevent the mating screw from adhering to a filling material such as mortar filled for height adjustment. The height adjusting device for underground structures according to any one of claims 1 to 4.


JP2003287209A 2003-08-05 2003-08-05 Height adjusting device for underground structure Pending JP2005054481A (en)

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1696419A1 (en) 2005-02-28 2006-08-30 Casio Computer Co., Ltd. Sound effecter, fundamental tone extraction method, and computer program
JP2008121198A (en) * 2006-11-08 2008-05-29 Nagashima Imono Kk Receiving frame height adjusting device for underground structure
JP2009511785A (en) * 2005-10-13 2009-03-19 サエジェ キャスト アイロン カンパニー リミテッド Manhole with locking device
JP2010127044A (en) * 2008-11-28 2010-06-10 Ogawara Cement Kogyo Kk Method for changing iron cover for manhole and receiving frame thereof
JP2010222895A (en) * 2009-03-25 2010-10-07 Ibigawa Concrete Kogyo Kk Buried structural body and installation method for the buried structural body
KR101336348B1 (en) 2013-08-02 2013-12-04 한성호 Floating structure combined with shock absorbers

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1696419A1 (en) 2005-02-28 2006-08-30 Casio Computer Co., Ltd. Sound effecter, fundamental tone extraction method, and computer program
JP2009511785A (en) * 2005-10-13 2009-03-19 サエジェ キャスト アイロン カンパニー リミテッド Manhole with locking device
JP2008121198A (en) * 2006-11-08 2008-05-29 Nagashima Imono Kk Receiving frame height adjusting device for underground structure
JP2010127044A (en) * 2008-11-28 2010-06-10 Ogawara Cement Kogyo Kk Method for changing iron cover for manhole and receiving frame thereof
JP4518521B2 (en) * 2008-11-28 2010-08-04 小河原セメント工業株式会社 How to replace the manhole cover and its receiving frame
JP2010222895A (en) * 2009-03-25 2010-10-07 Ibigawa Concrete Kogyo Kk Buried structural body and installation method for the buried structural body
KR101336348B1 (en) 2013-08-02 2013-12-04 한성호 Floating structure combined with shock absorbers

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