JP2008095385A - Ditch cover mounting structure - Google Patents

Ditch cover mounting structure Download PDF

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JP2008095385A
JP2008095385A JP2006278311A JP2006278311A JP2008095385A JP 2008095385 A JP2008095385 A JP 2008095385A JP 2006278311 A JP2006278311 A JP 2006278311A JP 2006278311 A JP2006278311 A JP 2006278311A JP 2008095385 A JP2008095385 A JP 2008095385A
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receiving frame
building
concrete
ground
groove
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JP4778391B2 (en
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Kohei Yamanaka
航平 山中
Takemi Adachi
竹已 安達
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Daikure KK
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Daikure KK
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a ditch cover mounting structure which is set up such that a ditch cover has one end thereof connected to a building such as an aseismically seismically isolated building and a free end thereof fixed to the ground adjacent to the building via a ditch, and that the ditch cover is slidably borne by a wide bearing frame, wherein the ditch cover mounting structure facilitates welding work between reinforcements arranged side by side on a lower surface of the bearing frame and joint bars projecting from a concrete skeleton of the ground, and facilitates pouring of concrete in every corner under the bearing frame. <P>SOLUTION: The bearing frame 17 is formed of an L-shaped cross-sectional plate member 13, a plate member 14 having one end thereof inclined in a diagonally outward direction as an inclined bearing end 14a, and the T-shaped cross-sectional reinforcements 15 connecting between both the plate members 13, 14 at suitable intervals in a longitudinal direction. Then clearances between the reinforcements are secured as openings 16 for pouring concrete. To mount the ditch cover to the ground 13, while the bearing frame 17 is borne, the joint bars 19 projecting from the concrete skeleton 18 through the openings 16, and the reinforcements 15 are welded and fixed together, and the concrete is poured from a gap between the plate member 14 and the concrete skeleton 18 and the openings 16. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は、免震設計されたビル等の建築物の周りに形成される溝に設置される溝蓋の取付構造に関する。   The present invention relates to a groove lid mounting structure installed in a groove formed around a building such as a building that is seismically isolated.

免震設計されたビル等の建築物では、地震時における建築物の揺れを吸収するために周りに溝が設置してあり、溝には歩行者や車両の走行のため溝蓋が設置してある。こうした溝蓋は、地震時の溝幅の変化に対応できるようにする必要がある。そこで下記特許文献1には、図1及び図2に示すように、建築物Aにアングル状の受枠1を固着すると共に、建築物Aと溝Dを介して隣接する地盤Bに幅広の受枠2を固着し、一端を受枠1に連結した溝蓋3の自由端側を受枠2上に載置し、地震時に溝幅が変化すると、溝蓋3の自由端側が受枠2上を摺動できるようにし、溝幅がより狭くなったときは図3に示すように溝蓋自由端に設けた傾斜縁4が受枠2端の傾斜受縁2aに当たって地盤B上に乗り上げるようになっており、溝蓋端には更に地盤Bに掛け渡されるカバー板5を取付けた目地カバー装置が開示されている。   In buildings such as buildings that are seismically isolated, there are grooves around them to absorb the shaking of the building during the earthquake, and groove covers are installed in the grooves for pedestrians and vehicles. is there. Such groove lids need to be able to cope with changes in groove width during an earthquake. Therefore, in Patent Document 1 shown below, as shown in FIGS. 1 and 2, an angle-shaped receiving frame 1 is fixed to the building A, and a wide receiving frame 2 is attached to the ground B adjacent to the building A via the groove D. The free end side of the groove lid 3 having one end connected to the receiving frame 1 is placed on the receiving frame 2 so that the free end side of the groove lid 3 can slide on the receiving frame 2 when the groove width changes during an earthquake. When the groove width becomes narrower, as shown in FIG. 3, the inclined edge 4 provided at the free end of the groove lid comes into contact with the inclined receiving edge 2a at the end of the receiving frame 2 and rides on the ground B. Further, a joint cover device is disclosed in which a cover plate 5 is mounted on the end of the ground plate B.

上述する受枠1及び2の建築物A及び地盤Bへの施工は、図4に示すように受枠1及び2の高さをそれぞれ調節して保持したのち、建築物Aのコンクリート躯体より突設される差し筋6に受枠1に固着のアンカー7を溶接にて取付けたり、地盤Bより突設される差し筋8に受枠2に固着のアンカー9及び受枠2下面の長手方向に適当間隔で、該長手方向と直交して並設される補強材10を溶接にて取付け、ついで建築物Aのコンクリート躯体と受枠1との間、及び地盤Bのコンクリート躯体と受枠2との間よりコンクリートを矢印方向に打設して行っていた。図5は、施工後の断面構造を示し、図中、11は打設したコンクリート層を示す。
特開平10−317516号
The construction of the receiving frames 1 and 2 on the building A and the ground B is adjusted from the height of the receiving frames 1 and 2 as shown in FIG. The anchor 7 fixed to the receiving frame 1 is attached to the insertion bar 6 by welding, or the anchor 9 fixed to the receiving frame 2 and the anchor 9 fixed to the receiving frame 2 are protruded from the ground B at appropriate intervals in the longitudinal direction of the lower surface of the receiving frame 2. Reinforcing material 10 arranged in parallel to the longitudinal direction is attached by welding, and then the concrete is placed between the concrete frame of building A and the receiving frame 1 and between the concrete frame of ground B and the receiving frame 2 in the direction of the arrow. Had been laid. FIG. 5 shows a cross-sectional structure after construction, and in the figure, 11 indicates a cast concrete layer.
JP-A-10-317516

上述の受枠2は溝蓋3の摺動を確保できるように幅広に形成されているため、地盤Bのコンクリート躯体と受枠2の間の隙間よりコンクリートを受け枠2の隅々まで充填することは容易でなく、施工が困難であり、また受枠下面の補強材10と差し筋8を溶接するのも補強材10が受枠2の奥にある程困難であった。   Since the receiving frame 2 described above is formed to be wide so that the sliding of the groove lid 3 can be ensured, it is possible to fill the corner of the frame 2 with the concrete from the gap between the concrete frame of the ground B and the receiving frame 2. It was not easy and the construction was difficult, and it was more difficult to weld the reinforcing material 10 on the lower surface of the receiving frame and the reinforcing bar 8 as the reinforcing material 10 was deeper in the receiving frame 2.

本発明は、溝蓋が摺動する受枠を建築物又は建築物の周りの地盤に固定するためのコンクリートの打設が容易に行える溝蓋の取付構造を提供することを第1の目的とし、溝蓋が摺動する受枠の長手方向下面に適当間隔で並設される補強材と、建築物または該建築物の周りの地盤より突設された差し筋とで溶接にて取付けられる溝蓋の取付構造において、コンクリートの打設及び補強材と差し筋との溶接作業が容易に行えるようにすることを第2の目的とする。   A first object of the present invention is to provide a groove lid mounting structure in which concrete for easily fixing a receiving frame on which a groove lid slides can be fixed to a building or a ground around the building, A groove cover attached by welding with a reinforcing member arranged in parallel at an appropriate interval on the lower surface in the longitudinal direction of the receiving frame on which the groove cover slides, and a reinforcing bar protruding from the ground around the building or the building. In the mounting structure, the second object is to facilitate the placement of concrete and the welding work of the reinforcing material and the reinforcing bar.

請求項1に係る発明は、免震設計されたビル等の建築物の周りに地震時における建築物の揺れを吸収するために形成される溝に設置される溝蓋の取付構造であって、上記建築物と、該建築物と溝を介して隣接する地盤のいずれか一方に固定され、溝蓋の一端が連結される第1の受枠と、上記建築物と地盤のいずれか他方に固定され、溝蓋の自由端側が摺動可能に載置される幅広の第2の受枠よりなり、第1及び第2の両受枠のうち、少なくとも第2の受枠には、上記建築物または地盤との間にコンクリートが打設される溝蓋の取付構造において、上記第2の受枠には1ないし複数のコンクリート打設用の開口が形成されることを特徴とする。   The invention according to claim 1 is a groove lid mounting structure that is installed in a groove that is formed around a building such as a building that is seismically isolated to absorb shaking of the building during an earthquake, A first receiving frame that is fixed to one of the building and the ground adjacent to the building via a groove and to which one end of the groove lid is connected, and is fixed to the other of the building and the ground. The free end side of the groove cover is slidably mounted on the second receiving frame, and of the first and second receiving frames, at least the second receiving frame includes the building or the ground. In the groove lid mounting structure in which concrete is placed therebetween, the second receiving frame is formed with one or more openings for placing concrete.

請求項2に係る発明は、請求項1に係る発明において、第2の受枠が建築物または地盤に、該建築物又は地盤より突設される差し筋と、受枠下面の長手方向に適当間隔で並設される補強材を溶接することにより固定され、補強材間の受枠にはコンクリート打設用の開口が補強材に沿うようにして形成されることを特徴とし、
請求項3に係る発明は、請求項2に係る発明の第2の受枠が一定の間隔を存して長手方向に延びる板材と、両板材を適当間隔で固定する補強材よりなり、補強材間がコンクリート打設用の開口とされることを特徴とする。
The invention according to claim 2 is the invention according to claim 1, wherein the second receiving frame is provided on the building or the ground at an appropriate interval in the longitudinal direction of the bottom surface of the receiving frame, with the reinforcing bar projecting from the building or the ground. It is fixed by welding the reinforcing members arranged side by side, characterized in that an opening for placing concrete is formed along the reinforcing material in the receiving frame between the reinforcing materials,
According to a third aspect of the present invention, the second receiving frame of the second aspect of the invention comprises a plate material extending in the longitudinal direction with a certain interval, and a reinforcing material for fixing both plate materials at an appropriate interval, and between the reinforcing materials. Is an opening for placing concrete.

請求項4に係る発明は、請求項2に係る発明の第2の受け枠が一枚の鋼板から或いは数枚の鋼板を組合せて形成されることを特徴とする。   The invention according to claim 4 is characterized in that the second receiving frame of the invention according to claim 2 is formed from one steel plate or a combination of several steel plates.

請求項1に係る発明によると、コンクリート躯体と受枠との間のみならず、コンクリート打設用の開口を通してコンクリートを打設することにより、コンクリートの打設をコンクリート躯体と受枠との間でのみ行ってきた従来例に比べ、コンクリートを受枠の隅々まで充填することが容易にできるようになり、また開口を設けたことにより、受枠の重量を軽減できるようになる。   According to the first aspect of the present invention, the concrete is not only placed between the concrete frame and the receiving frame, but is placed only between the concrete case and the receiving frame by placing the concrete through the concrete placing opening. Compared to the conventional example, the concrete can be easily filled to every corner of the receiving frame, and the weight of the receiving frame can be reduced by providing the opening.

請求項2に係る発明によると、補強材に沿う開口を通してコンクリートの打設を行うことにより請求項1に係る発明と同様の効果を奏するほか、補強材と差し筋の溶接作業が容易に行えるようになる。   According to the second aspect of the invention, by placing the concrete through the opening along the reinforcing material, the same effect as the first aspect of the invention can be achieved, and the reinforcing material and the reinforcing bar can be easily welded. become.

請求項3に係る発明によると、板材と補強材により、補強材ごとにコンクリート打設用の開口を備えた受枠を簡易に得ることができる。   According to the invention which concerns on Claim 3, the receiving frame provided with the opening for concrete placement for every reinforcement can be easily obtained with a board | plate material and a reinforcement.

請求項4に係る発明によると、受枠を1枚の鋼板から或いは数枚の鋼板を組合せて形成することにより受枠の構成を簡単にすることができる。   According to the invention which concerns on Claim 4, the structure of a receiving frame can be simplified by forming a receiving frame from one steel plate or combining several steel plates.

以下、本発明の実施形態の溝蓋の取付構造について図面により説明する。
図6は、L形断面の板材13と、一側縁を斜め外向きに傾斜させた傾斜受縁14aとした板材14の両板材13及び14をT形断面の補強材15により板材13及び14の長手方向に適当間隔で連結し、補強材間をコンクリート打設用の開口16とした第2の受枠に相当する受枠17を示すものであり、図7は、同受枠17を地盤Bに取付けた状態を示すもので、受け枠17の地盤Bへの取付けは、図6に示す受枠17を地盤Bのコンクリート躯体18上に高さ調整をして支持した状態で、開口16からコンクリート躯体18より突設される差し筋19と補強材15とを溶接して固定すると共に、板材14の傾斜受縁14aに固定されるアンカー21と差し筋19を溶接して固定することにより行う。その後、 板材14とコンクリート躯体18との間及び各開口16からコンクリートが打設される。
Hereinafter, a groove lid mounting structure according to an embodiment of the present invention will be described with reference to the drawings.
FIG. 6 shows that both plate members 13 and 14 of a plate member 13 having an L-shaped cross section and a plate member 14 having one side edge inclined obliquely outward are formed by a T-shaped cross-section reinforcing member 15. FIG. 7 shows a receiving frame 17 corresponding to a second receiving frame which is connected to the longitudinal direction at an appropriate interval and the reinforcing material is an opening 16 for placing concrete. FIG. 7 shows the receiving frame 17 attached to the ground B. The mounting of the receiving frame 17 to the ground B is shown in FIG. 6 in a state in which the receiving frame 17 shown in FIG. The reinforcing bar 15 and the reinforcing member 15 are further fixed by welding and the anchor 21 fixed to the inclined receiving edge 14a of the plate member 14 and the cutting bar 19 are welded and fixed. Thereafter, concrete is placed between the plate member 14 and the concrete frame 18 and from each opening 16.

第1の受枠に相当する建築物A側の受枠24(図9参照)は、図1〜図3に示す従来の受枠1と同様にして建築物Aに連結される。   The receiving frame 24 (see FIG. 9) corresponding to the building A corresponding to the first receiving frame is connected to the building A in the same manner as the conventional receiving frame 1 shown in FIGS.

図8は、建築物A側に取付けた受枠24と、溝Dを介して隣接する地盤B側に取付けた受枠17にコンクリート打設後、溝蓋3を架設した状態を示すもので、溝蓋3には、図1〜図3に示す溝蓋3と同様、地盤Bに掛け渡されるカバー板5が取付けてある。図中、22は打設されたコンクリート層を示す。   FIG. 8 shows a state in which the groove lid 3 is erected after placing concrete on the receiving frame 24 attached to the building A side and the receiving frame 17 attached to the adjacent ground B side through the groove D. 3 is attached with a cover plate 5 that spans the ground B as in the case of the groove lid 3 shown in FIGS. In the figure, reference numeral 22 denotes a placed concrete layer.

なお、上述のコンクリート層22は乾燥により収縮し、乾燥後は板材13、14より沈降するため、図7に示す受枠17では、溝蓋3は受枠17に装着した状態で板材13及び14に当たり、両板材によって支持されるが、コンクリートの収縮代を見込んで収縮代分嵩上げしてコンクリートを打設することにより乾燥後のコンクリート面を板材13及び14と面一になるようにし、溝蓋3を板材13及び14と共にコンクリート層で支持させるようにすることもできる。   In addition, since the above-mentioned concrete layer 22 shrinks by drying and settles from the plate materials 13 and 14 after drying, in the receiving frame 17 shown in FIG. 7, the groove lid 3 hits the plate materials 13 and 14 while being attached to the receiving frame 17. Although it is supported by both plate materials, the concrete surface after drying is made to be flush with the plate materials 13 and 14 by raising the concrete for the shrinkage allowance in consideration of the shrinkage allowance of the concrete, and the groove lid 3 It can also be made to support with a concrete layer with the board | plate materials 13 and 14. FIG.

本実施形態の取付構造によると、地震時に溝幅が変化すると、図1〜図3に示す従来の溝蓋3と同様、溝蓋3の自由端側が受枠17上を摺動して溝幅の変化に対応できるようになり、溝幅がより狭くなったときは図3に示すように溝蓋自由端に設けた傾斜縁4が受枠17端の傾斜受縁14aに当たって地盤B上に乗り上げるようになること、受枠17の各開口16と、板材14とコンクリート躯体18の間よりコンクリートを打設することにより、板材13及び14下の受枠17の隅々までコンクリートを容易に充填することができること、受枠17は板材13及び14と補強材15とで構成されることから、構造が簡単なものとなり、補強材間は開口16となっているため、全体の重量が軽減されること、補強材15の両側は開口16となっているため、該開口16を通して補強材15と差し筋19との溶接作業が容易に行えるようになること等の効果を奏する。   According to the mounting structure of the present embodiment, when the groove width changes during an earthquake, the free end side of the groove cover 3 slides on the receiving frame 17 as in the conventional groove cover 3 shown in FIGS. When the groove width becomes narrower as shown in FIG. 3, the inclined edge 4 provided at the free end of the groove lid hits the inclined receiving edge 14a at the end of the receiving frame 17 and rides on the ground B as shown in FIG. That is, by placing concrete from the openings 16 of the receiving frame 17 and between the plate member 14 and the concrete frame 18, the concrete can be easily filled to the corners of the receiving frame 17 under the plate members 13 and 14. Since the receiving frame 17 is composed of the plate members 13 and 14 and the reinforcing material 15, the structure is simple, and the space between the reinforcing materials is an opening 16, so that the overall weight is reduced, and the reinforcing material 15. Opening 16 on both sides In order that an effect such that the welding of the reinforcing member 15 and the insert muscle 19 through the opening 16 can be easily performed.

上記実施形態では、受枠17は、板材13及び14と、両板材13及び14を連結する補強材15よりなり、補強材間をコンクリート打設用の開口16としているが、別の実施形態では、受枠17が一枚の鋼板から形成される。一枚の鋼板から形成する場合には、受枠17がプレス加工により或いは他の機械加工により形成され、プレス加工による場合は、傾斜受縁14aが屈曲加工により、また開口が打抜きにより形成される。受け枠17が1枚の鋼板から形成される場合には、補強材15は取付けても良いし、省いても良い。省く場合、差し筋19は受枠17を構成する鋼板に直接溶接して連結される。   In the above-described embodiment, the receiving frame 17 is composed of the plate members 13 and 14 and the reinforcing member 15 that connects the two plate members 13 and 14, and the space between the reinforcing members is an opening 16 for placing concrete, but in another embodiment, The receiving frame 17 is formed from a single steel plate. In the case of forming from a single steel plate, the receiving frame 17 is formed by pressing or other machining, and in the case of pressing, the inclined receiving edge 14a is formed by bending and the opening is formed by punching. When the receiving frame 17 is formed from a single steel plate, the reinforcing member 15 may be attached or omitted. When omitted, the insertion bar 19 is directly welded and connected to the steel plate constituting the receiving frame 17.

更に別の実施形態では、受枠17が複数の鋼板から形成され、補強材15上に組付けられる。図9は、このうちの好ましい1つの態様を示すもので、一側に凹所24を補強材15と同一ピッチが形成し、他側に傾斜受縁25aを形成した板材25と、一側に上記凹所24に対応する箇所に凹所27を形成した板材28を凹所24と凹所27同士で開口29が形成されるように突き合せて補強材上に載置するか、或いは補強材15に溶接にて固定してなるものである。   In yet another embodiment, the receiving frame 17 is formed from a plurality of steel plates and is assembled on the reinforcing material 15. FIG. 9 shows one of these preferred embodiments. A plate member 25 in which recesses 24 are formed on one side with the same pitch as the reinforcing member 15 and an inclined receiving edge 25a is formed on the other side, and on one side. A plate material 28 having a recess 27 formed at a location corresponding to the recess 24 is abutted so that an opening 29 is formed between the recess 24 and the recess 27 and placed on the reinforcing material, or a reinforcing material. 15 is fixed by welding.

免震設計の建築物と地盤との間に溝蓋を掛け渡した状態を示す図The figure which shows the state where the groove cover was spanned between the building of the seismic isolation design and the ground 地震により溝幅が狭まったときの状態を示す図Diagram showing the condition when the groove width is narrowed by an earthquake 地震により溝幅が更に狭まり、溝蓋が地盤上に乗り上げた状態を示す図The figure which shows the state where the groove width further narrowed down due to the earthquake and the groove cover got on the ground 受枠を地盤側の差し筋に取り付けた状態を示す図The figure which shows the state which attached the receiving frame to the reinforcing bar on the ground side コンクリートを打設した溝蓋の取付構造の断面図Cross-sectional view of the groove lid mounting structure with concrete 本発明に係る溝蓋の取付構造で用いる受枠の要部の斜視図The perspective view of the principal part of the receiving frame used with the attachment structure of the groove cover which concerns on this invention 図6に示す受枠を地盤に取付けた断面図Sectional view of the receiving frame shown in Fig. 6 attached to the ground 溝蓋が取付けられた溝蓋取付構造の断面図Sectional view of groove cover mounting structure with groove cover attached 受枠の別の例の要部の斜視図The perspective view of the principal part of another example of a receiving frame

符号の説明Explanation of symbols

1、2、17・・受枠
2a、14a、25a・・傾斜受縁
3・・溝蓋
4・・傾斜縁
5・・カバー板
6、8、19・・差し筋
7、9、21・・アンカー
10、15・・補強材
13、14、25、28・・板材
11、22・・コンクリート層
16、29・・開口
18・・コンクリート躯体
24、27・・凹所
1, 2, 17 .. receiving frames 2 a, 14 a, 25 a .. inclined receiving edge 3 .. groove cover 4 .. inclined edge 5. 10, 15 ·· Reinforcement materials 13, 14, 25, 28 · · Plate materials 11, 22 · · Concrete layers 16, 29 · · Opening 18 · · Concrete frame 24, 27 · · Recess

Claims (4)

免震設計されたビル等の建築物の周りに地震時における建築物の揺れを吸収するために形成される溝に設置される溝蓋の取付構造であって、上記建築物と、該建築物と溝を介して隣接する地盤のいずれか一方に固定され、溝蓋の一端が連結される第1の受枠と、上記建築物と地盤のいずれか他方に固定され、溝蓋の自由端側が摺動可能に載置される幅広の第2の受枠よりなり、第1及び第2の両受枠のうち、少なくとも第2の受枠には、上記建築物または地盤との間にコンクリートが打設される溝蓋の取付構造において、上記第2の受枠には1ないし複数のコンクリート打設用の開口が形成されることを特徴とする溝蓋の取付構造。   An installation structure of a groove lid installed in a groove formed around a building such as a seismically isolated building to absorb the shaking of the building at the time of an earthquake, the building and the building And a first receiving frame that is fixed to one of the adjacent grounds via a groove and to which one end of the groove cover is connected, and is fixed to one of the other of the building and the ground, and the free end side of the groove cover is slid It consists of a wide second receiving frame that is movably placed, and at least the second receiving frame of the first and second receiving frames is placed with concrete between the building or the ground. In the groove cover mounting structure, one or more concrete placing openings are formed in the second receiving frame. 上記第2の受枠が建築物または地盤に、該建築物又は地盤より突設される差し筋と、受枠下面の長手方向に適当間隔で並設される補強材を溶接することにより固定され、補強材間の受枠にはコンクリート打設用の開口が補強材に沿うようにして形成されることを特徴とする請求項1記載の溝蓋の取付構造。   The second receiving frame is fixed to the building or ground by welding a reinforcing bar projecting from the building or the ground and a reinforcing material juxtaposed at an appropriate interval in the longitudinal direction of the lower surface of the receiving frame. 2. The groove lid mounting structure according to claim 1, wherein an opening for placing the concrete is formed in the receiving frame between the materials along the reinforcing material. 上記第2の受枠が一定の間隔を存して長手方向に延びる板材と、両板材を適当間隔で固定する補強材よりなり、補強材間がコンクリート打設用の開口とされることを特徴とする請求項2記載の溝蓋の取付構造。   The second receiving frame is composed of a plate material extending in the longitudinal direction with a certain interval and a reinforcing material for fixing both plate materials at an appropriate interval, and the space between the reinforcing materials is an opening for placing concrete. The groove lid mounting structure according to claim 2. 上記第2の受け枠が一枚の鋼板から或いは数枚の鋼板を組合せて形成されることを特徴とする請求項2記載の溝蓋の取付構造。   3. The groove lid mounting structure according to claim 2, wherein the second receiving frame is formed from one steel plate or a combination of several steel plates.
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018040219A (en) * 2016-09-09 2018-03-15 ナカ工業株式会社 Support device for expansion joint cover, expansion joint floor structure, and cradle for expansion joint cover
JP6994856B2 (en) 2017-07-25 2022-01-14 清水建設株式会社 Expansion joint structure and its construction method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018040219A (en) * 2016-09-09 2018-03-15 ナカ工業株式会社 Support device for expansion joint cover, expansion joint floor structure, and cradle for expansion joint cover
JP6994856B2 (en) 2017-07-25 2022-01-14 清水建設株式会社 Expansion joint structure and its construction method

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