JP6169438B2 - Movement restriction member, movement restriction structure, and construction method of movement restriction structure - Google Patents

Movement restriction member, movement restriction structure, and construction method of movement restriction structure Download PDF

Info

Publication number
JP6169438B2
JP6169438B2 JP2013169765A JP2013169765A JP6169438B2 JP 6169438 B2 JP6169438 B2 JP 6169438B2 JP 2013169765 A JP2013169765 A JP 2013169765A JP 2013169765 A JP2013169765 A JP 2013169765A JP 6169438 B2 JP6169438 B2 JP 6169438B2
Authority
JP
Japan
Prior art keywords
hole
cylindrical member
movement
lower structure
cylindrical
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP2013169765A
Other languages
Japanese (ja)
Other versions
JP2015038285A (en
Inventor
啓之 栗原
啓之 栗原
石橋 忠良
忠良 石橋
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.)
JR East Consultants Co
Original Assignee
JR East Consultants Co
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 JR East Consultants Co filed Critical JR East Consultants Co
Priority to JP2013169765A priority Critical patent/JP6169438B2/en
Publication of JP2015038285A publication Critical patent/JP2015038285A/en
Application granted granted Critical
Publication of JP6169438B2 publication Critical patent/JP6169438B2/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Bridges Or Land Bridges (AREA)

Description

本発明は、上部構造体と下部構造体に連結して設けられ、上部構造体の移動を低減する移動制限部材、移動制限構造体及び移動制限構造体の施工方法に関する。   The present invention relates to a movement restricting member, a movement restricting structure, and a construction method for the movement restricting structure that are provided connected to an upper structure and a lower structure and reduce the movement of the upper structure.

従来、地震時に列車及び自動車の走行性を損なう程度の変位が生じないように橋桁と支持構造物との間を連結し、支持構造物に対する橋桁の移動を制限する橋桁移動制限装置が開示されている(特許文献1参照)。   Conventionally, there has been disclosed a bridge girder movement restriction device that connects between a bridge girder and a support structure so as not to cause a displacement that impairs the traveling performance of trains and cars during an earthquake, and restricts the movement of the bridge girder with respect to the support structure. (See Patent Document 1).

特許文献1に記載された橋桁移動制限装置は、埋設型枠の周囲にコンクリートを打設して、ストッパーを埋設型枠の内部に挿入し、隙間にグラウトを注入して固定するものである。   The bridge girder movement restriction device described in Patent Document 1 is for placing concrete around an embedded formwork, inserting a stopper into the interior of the embedded formwork, and injecting and fixing grout in the gap.

特開2002−167711号公報JP 2002-167711 A

本発明の目的は、より高いじん性を有する移動制限部材、移動制限構造体及び移動制限構造体を短時間で容易に施工することが可能な施工方法を提供することである。   An object of the present invention is to provide a movement restricting member, a movement restricting structure, and a construction method capable of easily constructing the movement restricting structure having higher toughness in a short time.

本発明に係る一実施形態の移動制限部材は、
一方が上部構造体に挿入され、他方が下部構造体に挿入される移動制限部材であって、
筒部材及び前記筒部材の一端に設置され孔が形成された蓋部材を有する基材と、
前記筒部材の内側に入れられる補強部材と、
を備えることを特徴とする。
The movement limiting member of one embodiment according to the present invention is:
One of the movement limiting members is inserted into the upper structure and the other is inserted into the lower structure,
A base member having a cylindrical member and a lid member that is installed at one end of the cylindrical member and has a hole;
A reinforcing member put inside the cylindrical member;
It is characterized by providing.

本発明に係る一実施形態の移動制限部材では、
前記補強部材は、前記基材の内側に挿入される挿入部材を有する
ことを特徴とする。
In the movement limiting member of one embodiment according to the present invention,
The reinforcing member has an insertion member inserted inside the base material.

本発明に係る一実施形態の移動制限部材では、
前記挿入部材は、螺旋形状である
ことを特徴とする。
In the movement limiting member of one embodiment according to the present invention,
The insertion member has a spiral shape.

本発明に係る一実施形態の移動制限部材では、
前記挿入部材は、複数からなる
ことを特徴とする。
In the movement limiting member of one embodiment according to the present invention,
The insertion member includes a plurality of insertion members.

本発明に係る一実施形態の移動制限部材では、
前記基材は、前記筒部材の他端に設置され孔が形成された底部材を有し、
前記挿入部材は、前記基材の内側に設置される
ことを特徴とする。
In the movement limiting member of one embodiment according to the present invention,
The base material has a bottom member installed at the other end of the cylindrical member and having a hole formed therein;
The insertion member is installed inside the base material.

本発明に係る一実施形態の移動制限部材では、
前記挿入部材は、前記筒部材の軸方向の一端から突出する
ことを特徴とする。
In the movement limiting member of one embodiment according to the present invention,
The insertion member projects from one end of the cylindrical member in the axial direction.

本発明に係る一実施形態の移動制限部材では、
前記補強部材は、前記基材の内側に充填される内側硬化材を有する
ことを特徴とする。
In the movement limiting member of one embodiment according to the present invention,
The reinforcing member has an inner curing material filled inside the base material.

本発明に係る一実施形態の移動制限構造体では、
一方が前記上部構造体に形成された第1穴内に設置され、
他方が前記下部構造体に形成された第2穴内に設置されて、
前記上部構造体と前記下部構造体を連結する
前記移動制限部材と、
前記第2穴に前記移動制限部材が設置された状態で、前記基材の外側の前記第2穴に充填され外側硬化材と、
を備える
ことを特徴とする。
In the movement restriction structure according to an embodiment of the present invention,
One is installed in the first hole formed in the upper structure,
The other is installed in the second hole formed in the lower structure,
The movement restricting member connecting the upper structure and the lower structure;
In the state where the movement restricting member is installed in the second hole, the outer hardening material filled in the second hole outside the base material,
It is characterized by providing.

本発明に係る一実施形態の移動制限構造体の施工方法は、
穴が形成された下部構造体を設置する工程と、
前記下部構造体の穴に、挿入部材が内側に入れられた筒部材及び前記筒部材の上端に設置され孔が形成された蓋部材を有する基材を設置する工程と、
前記筒部材の外側で前記下部構造体の穴内に外側硬化材を注入する工程と、
前記筒部材の内側に内側硬化材を注入する工程と、
前記筒部材が上部構造体の穴に挿入されるように前記上部構造体を設置又は製作する工程と、
を有することを特徴とする。
The construction method of the movement restriction structure according to the embodiment of the present invention is as follows:
Installing a lower structure in which holes are formed;
A step of installing a base member having a cylindrical member in which an insertion member is put inside and a lid member formed at the upper end of the cylindrical member and having a hole formed therein in the hole of the lower structure;
Injecting an outer hardening material into the hole of the lower structure outside the cylindrical member;
Injecting an inner curing material inside the cylindrical member;
Installing or manufacturing the upper structure such that the cylindrical member is inserted into the hole of the upper structure;
It is characterized by having.

本発明に係る一実施形態によれば、より高いじん性を有する移動制限部材及び移動制限構造体、並びに、移動制限構造体を短時間で容易に施工することが可能な施工方法を提供することが可能となる。   According to one embodiment of the present invention, a movement limiting member and a movement limiting structure having higher toughness, and a construction method capable of easily constructing the movement limiting structure in a short time are provided. Is possible.

本発明にかかる第1実施形態の移動制限部材1を示す概略図である。It is the schematic which shows the movement limitation member 1 of 1st Embodiment concerning this invention. 図1のII−II断面図である。It is II-II sectional drawing of FIG. 図1のIII−III断面図である。FIG. 3 is a sectional view taken along line III-III in FIG. 1. 図1のIV−IV断面図である。It is IV-IV sectional drawing of FIG. 図1のV−V断面図である。It is VV sectional drawing of FIG. 本発明にかかる第1実施形態の移動制限部材1の施工工程を示す概略図である。It is the schematic which shows the construction process of the movement restriction member 1 of 1st Embodiment concerning this invention. 本発明にかかる第2実施形態の移動制限部材1を示す概略図である。It is the schematic which shows the movement limitation member 1 of 2nd Embodiment concerning this invention. 図7のVIII−VIII断面図である。It is VIII-VIII sectional drawing of FIG. 本発明にかかる第2実施形態の移動制限部材1の施工工程を示す概略図である。It is the schematic which shows the construction process of the movement restriction member 1 of 2nd Embodiment concerning this invention. 本発明にかかる第3実施形態の移動制限部材1を示す概略図である。It is the schematic which shows the movement limitation member 1 of 3rd Embodiment concerning this invention. 図10のXI−XI断面図である。It is XI-XI sectional drawing of FIG.

以下、本発明にかかる一実施形態の移動制限部材1について説明する。   Hereinafter, the movement limiting member 1 according to an embodiment of the present invention will be described.

図1は、本発明にかかる第1実施形態の移動制限部材1を示す概略断面図である。図2は、図1のII−II断面図である。図3は、図1のIII−III断面図である。図4は、図1のIV−IV断面図である。図5は、図1のV−V断面図である。なお、図1〜図4に示した断面図では、螺旋部材31は、硬化材32を透過して見た状態を示している。   FIG. 1 is a schematic sectional view showing a movement restricting member 1 according to a first embodiment of the present invention. 2 is a cross-sectional view taken along the line II-II in FIG. 3 is a cross-sectional view taken along the line III-III in FIG. 4 is a cross-sectional view taken along the line IV-IV in FIG. 5 is a cross-sectional view taken along the line V-V in FIG. In the cross-sectional views shown in FIGS. 1 to 4, the spiral member 31 shows a state seen through the curing material 32.

本発明にかかる第1実施形態の移動制限部材1は、基材2と、補強部材3と、支持部材4と、を有する。基材2は、筒部材21と、蓋部材22と、底部材23と、を有し、上部構造体11と下部構造体12を連結するものである。補強部材3は、挿入部材31と、硬化材32と、を有し、基材2を補強するものである。上部構造体11は、橋桁等の構造体である。下部構造体12は、上部構造体11を支持する橋脚等の構造体である。   The movement restriction member 1 according to the first embodiment of the present invention includes a base material 2, a reinforcing member 3, and a support member 4. The base material 2 includes a cylindrical member 21, a lid member 22, and a bottom member 23, and connects the upper structure 11 and the lower structure 12. The reinforcing member 3 includes an insertion member 31 and a curing material 32, and reinforces the base material 2. The upper structure 11 is a structure such as a bridge girder. The lower structure 12 is a structure such as a pier that supports the upper structure 11.

筒部材21は、鋼管等からなる。筒部材21の長手方向に直交する断面は、角形でも丸形でもよいが、断面中心に対して対称な形状であると好ましい。筒部材21は、上部構造体11と下部構造体12とを連結するように、一方が上部構造体11の第1穴11a内に、他方が下部構造体12の第2穴12a内に挿入される。また、筒部材21の中間の一部は、上部構造体11と下部構造体12の間に形成される隙間に露出される。   The cylinder member 21 is made of a steel pipe or the like. The cross section perpendicular to the longitudinal direction of the cylindrical member 21 may be square or round, but is preferably a symmetrical shape with respect to the center of the cross section. One cylindrical member 21 is inserted into the first hole 11 a of the upper structure 11 and the other is inserted into the second hole 12 a of the lower structure 12 so as to connect the upper structure 11 and the lower structure 12. The A part of the middle of the cylindrical member 21 is exposed in a gap formed between the upper structure 11 and the lower structure 12.

蓋部材22は、図2に示すように、中央に孔が形成され、筒部材21の上端21a又は上端21aの内側に設置される板状の部材である。底部材23は、中央に孔が形成され、筒部材21の下端21b又は下端21bの内側に設置される板状の部材である。   As shown in FIG. 2, the lid member 22 is a plate-like member having a hole formed in the center and installed on the upper end 21 a or the upper end 21 a of the cylindrical member 21. The bottom member 23 is a plate-like member having a hole formed in the center and installed inside the lower end 21b or the lower end 21b of the cylindrical member 21.

挿入部材31は、螺旋状の鋼材、鉄筋又は樹脂等からなり、筒部材21内に挿入され、筒部材21の内側に溶接等によって取り付けられる。挿入部材31は、図3及び図4に示すように、筒部材21の長手方向に直交する断面の中心に対して対称な形状であると好ましい。   The insertion member 31 is made of a spiral steel material, a reinforcing bar, a resin, or the like, is inserted into the cylindrical member 21, and is attached to the inner side of the cylindrical member 21 by welding or the like. As shown in FIGS. 3 and 4, the insertion member 31 is preferably symmetric with respect to the center of the cross section perpendicular to the longitudinal direction of the cylindrical member 21.

挿入部材31は、その外周が筒部材21の内周に溶接等によって取り付けられ、筒部材21に一体化されてもよい。また、挿入部材31は、両端が蓋部材22と底部材23に溶接等によって取り付けられてもよい。さらに、挿入部材31を基材2に取り付ける作業をあらかじめ工場等で行えば、橋梁建設等の現場での作業を減らして施工性を向上することができる。   The outer periphery of the insertion member 31 may be attached to the inner periphery of the cylindrical member 21 by welding or the like, and may be integrated with the cylindrical member 21. Further, the insertion member 31 may be attached to the lid member 22 and the bottom member 23 at both ends by welding or the like. Furthermore, if the work of attaching the insertion member 31 to the base material 2 is performed in a factory or the like in advance, work on site such as bridge construction can be reduced and workability can be improved.

なお、挿入部材31は、基材2に直接取り付けず、ブラケット等を介して支持されてもよい。   The insertion member 31 may be supported via a bracket or the like without being directly attached to the base material 2.

硬化材32は、外側硬化材32aと内側硬化材32bとを用いる。外側硬化材32aは、下部構造体12に形成された筒部材21の外側であって第2穴12aの内側に充填される。内側硬化材32bは、筒部材21の内側に充填される。筒部材21の内側に充填された内側硬化材32bは、筒部材21の上端21aに設置された蓋部材22に対してほぼ同一の高さであることが好ましい。筒部材21の外側で下部構造体12の第2穴12aに充填された外側硬化材32aは、下部構造体12の上面12bに対してほぼ同一の高さであることが好ましい。   As the curing material 32, an outer curing material 32a and an inner curing material 32b are used. The outer hardening material 32a is filled outside the cylindrical member 21 formed in the lower structure 12 and inside the second hole 12a. The inner curing material 32 b is filled inside the cylindrical member 21. It is preferable that the inner side hardening material 32b filled inside the cylindrical member 21 has substantially the same height as the lid member 22 installed on the upper end 21a of the cylindrical member 21. It is preferable that the outer hardened material 32 a filled in the second hole 12 a of the lower structure 12 outside the cylindrical member 21 has substantially the same height as the upper surface 12 b of the lower structure 12.

硬化材32は、コンクリート、モルタル、又は樹脂系の材料でよい。また、筒部材21、蓋部材22、底部材23、挿入部材31、及び硬化材32の材料に関しては、それぞれ特許文献1に記載の材料を使用してもよい。さらに、外側硬化材32aと内側硬化材32bとは同じ材料でも異なる材料でもよい。   The hardener 32 may be concrete, mortar, or resin-based material. Moreover, regarding the material of the cylindrical member 21, the lid member 22, the bottom member 23, the insertion member 31, and the hardening material 32, the materials described in Patent Document 1 may be used. Further, the outer curing material 32a and the inner curing material 32b may be the same material or different materials.

なお、移動制限部材1の重量を軽減し、現場での下部構造体12への設置作業を軽減するために、筒部材21の内側に充填される内側硬化材32bをあらかじめ工場等で行わず、後述するとおり現場で行うのが好ましい。   In order to reduce the weight of the movement restricting member 1 and reduce the installation work on the lower structure 12 at the site, the inner curing material 32b filled inside the cylindrical member 21 is not performed in a factory or the like in advance. As will be described later, it is preferably performed on site.

支持部材4は、下部構造体12に形成された第2穴12aの底面12cに設置され、基材2の筒部材21及び底部材23を支持する。支持部材4は、高さが異なる複数の種類があり、現場の状況にあわせて選択することが可能である。また、支持部材4は、筒部材21の断面の全面に設置して支持する必要はなく、図5に示すように、角のみにあわせて設置すればよい。なお、支持部材4は、設置しなくてもよい。   The support member 4 is installed on the bottom surface 12 c of the second hole 12 a formed in the lower structure 12 and supports the cylindrical member 21 and the bottom member 23 of the base material 2. The support member 4 has a plurality of types having different heights, and can be selected according to the situation at the site. Further, the support member 4 does not need to be installed and supported on the entire cross-section of the cylindrical member 21, and may be installed only at the corners as shown in FIG. The support member 4 may not be installed.

次に、移動制限部材1の施工方法について説明する。   Next, the construction method of the movement restriction member 1 will be described.

図6は、本発明にかかる第1実施形態の移動制限部材1の施工方法を示す概略図である。   FIG. 6 is a schematic view showing a construction method of the movement restricting member 1 of the first embodiment according to the present invention.

図6(a)は、下部構造体12に第2穴12aを形成する工程を示す概略図である。   FIG. 6A is a schematic diagram illustrating a process of forming the second hole 12a in the lower structure 12.

下部構造体12の第2穴12aは、下部構造体12が製作される際に、第2穴12aと同じ形状の図示しない型枠を設置した状態でコンクリートを打設することで形成される。第2穴12aは、筒部材21の断面形状に対して、若干大きく形成される。なお、下部構造体12の第2穴12aが形成される工程は、工場などであらかじめ行われてもよい。   When the lower structure 12 is manufactured, the second hole 12a of the lower structure 12 is formed by placing concrete in a state where a mold frame (not shown) having the same shape as the second hole 12a is installed. The second hole 12 a is formed slightly larger than the cross-sectional shape of the cylindrical member 21. Note that the step of forming the second hole 12a of the lower structure 12 may be performed in advance at a factory or the like.

図6(b)は、下部構造体12の第2穴12aの底面12cに支持部材4を設置する工程を示す概略図である。   FIG. 6B is a schematic diagram illustrating a process of installing the support member 4 on the bottom surface 12 c of the second hole 12 a of the lower structure 12.

支持部材4は、筒部材21及び底部材23の断面形状にあわせて設置する。なお、支持部材4は、筒部材21及び底部材23の角に設置する必要はなく、基材2を支持できればよい。   The support member 4 is installed according to the cross-sectional shape of the cylindrical member 21 and the bottom member 23. Note that the support member 4 does not need to be installed at the corners of the cylindrical member 21 and the bottom member 23, as long as the support member 4 can be supported.

図6(c)は、下部構造体12上の支持部材4に基材2を設置する工程を示す概略図である。   FIG. 6C is a schematic diagram illustrating a process of installing the base material 2 on the support member 4 on the lower structure 12.

筒部材21には、蓋部材22、底部材23及び挿入部材31があらかじめ工場等で、溶接等により取り付けられていることが好ましい。   It is preferable that the lid member 22, the bottom member 23, and the insertion member 31 are attached to the cylindrical member 21 in advance by welding or the like at a factory or the like.

図6(d)は、外側硬化材32aを筒部材21の外側で下部構造体12の第2穴12aの内側に打設する工程を示す概略図である。   FIG. 6 (d) is a schematic view showing a step of placing the outer hardening material 32 a inside the second hole 12 a of the lower structure 12 outside the cylindrical member 21.

外側硬化材32aは、まず、筒部材21の外側で下部構造体12の第2穴12aの内側に注入する。外側硬化材32aが下部構造体12の上面12bとほぼ同一の高さまで充填された時に、下部構造体12の第2穴12aは、図示しない蓋等によって塞がれてもよい。   The outer hardening material 32 a is first injected into the second hole 12 a of the lower structure 12 outside the cylindrical member 21. When the outer hardening material 32a is filled to the same height as the upper surface 12b of the lower structure 12, the second hole 12a of the lower structure 12 may be closed by a lid or the like (not shown).

図6(e)は、内側硬化材32bを筒部材21の内側に打設する工程を示す概略図である。   FIG. 6E is a schematic view showing a process of placing the inner hardened material 32 b on the inner side of the cylindrical member 21.

その後、筒部材21の内側に蓋部材22に形成された孔から内側硬化材32bを注入する。内側硬化材32bは、筒部材21の上端21a及び蓋部材22と同じ高さになるまで、筒部材21内に注入される。そして、基材2と、補強部材3と、支持部材4と、を有する移動制限部材1を一体化する。   Then, the inner side hardening material 32b is inject | poured from the hole formed in the cover member 22 inside the cylinder member 21. FIG. The inner side hardening material 32 b is injected into the cylindrical member 21 until it becomes the same height as the upper end 21 a of the cylindrical member 21 and the lid member 22. And the movement limiting member 1 which has the base material 2, the reinforcement member 3, and the supporting member 4 is integrated.

硬化材32が硬化した後、図1に示すように、筒部材21と同じ形状で、大きめの図示しない筒を移動制限部材1と隙間を保持して据え付けた状態で、上部構造を現場で製作または筒部材21の上方が上部構造体11の第1穴11aに挿入されるように、上部構造11を設置する。第1穴11aは、筒部材21の断面形状に対して、ほぼ同じ断面形状であって、若干大きく形成されることが好ましい。また、第1穴11aと基材2との間に上下方向の隙間が形成されるように、下部構造体12は、他の箇所で上部構造体11を支持していることが好ましい。   After the curing material 32 is cured, as shown in FIG. 1, the upper structure is manufactured on-site in the same shape as the cylinder member 21, with a large cylinder (not shown) installed with the gap between the movement restriction member 1 and the gap. Alternatively, the upper structure 11 is installed so that the upper side of the cylindrical member 21 is inserted into the first hole 11a of the upper structure 11. It is preferable that the first hole 11a has substantially the same cross-sectional shape with respect to the cross-sectional shape of the cylindrical member 21, and is formed slightly larger. Moreover, it is preferable that the lower structure 12 supports the upper structure 11 at other locations so that a vertical gap is formed between the first hole 11 a and the base material 2.

なお、上部構造体11の第1穴11aが形成される工程は、工場などであらかじめ行われてもよい。また、上部構造体11と筒部材21の間に緩衝材等を設置してもよい。   Note that the step of forming the first hole 11a of the upper structure 11 may be performed in advance at a factory or the like. Further, a cushioning material or the like may be installed between the upper structure 11 and the cylindrical member 21.

このような移動制限部材の施工方法により、短時間で容易に施工することが可能となる。   Such a movement restricting member construction method allows easy construction in a short time.

次に、移動制限部材1の作用について説明する。   Next, the operation of the movement limiting member 1 will be described.

上部構造体11が水平方向に移動しようとする場合、図1に示すように鉛直方向に設置された移動制限部材1には曲げモーメント及びせん断力が作用する。上部構造体11の水平方向への移動距離が大きくなると、移動制限部材1の筒部材21は、曲げ変形して、エネルギーを吸収し、上部構造体11の振動を減衰させ、移動を小さくすることが可能となる。また、移動制限部材1は、基材2の内側に挿入部材31を有し、内側硬化材32bを注入しているので、挿入部材31が基材2の内側の内側硬化材32bを拘束して保持力を高めた状態で一体となるため、破壊を遅らせ、基材2の筒部材21が大きな変形をしても強度を維持することが可能となる。   When the upper structure 11 tries to move in the horizontal direction, a bending moment and a shearing force act on the movement limiting member 1 installed in the vertical direction as shown in FIG. When the moving distance of the upper structure 11 in the horizontal direction is increased, the cylindrical member 21 of the movement limiting member 1 is bent and deformed to absorb energy, attenuate the vibration of the upper structure 11, and reduce the movement. Is possible. Moreover, since the movement restricting member 1 has the insertion member 31 inside the base material 2 and injects the inner curing material 32b, the insertion member 31 restrains the inner curing material 32b inside the base material 2. Since it is united in a state where the holding force is increased, it is possible to delay the breakage and maintain the strength even if the cylindrical member 21 of the base material 2 undergoes a large deformation.

また、筒部材21の上端に蓋部材22を取り付けることで、筒部材21の内面と内側硬化材32bとの一体化を図り、確実に充填することが可能となる。さらに、移動制限部材1が大きな変形をした時に硬化材32の飛び出しを拘束することが可能となる。このようにして、これらの基材2及び補強部材3は、強く一体化しており、より高いじん性を有することが可能となる。また、挿入部材31は、螺旋形状であるので、市販の螺旋スプリング等を使用することができ、コストを削減することが可能となる。   In addition, by attaching the lid member 22 to the upper end of the cylindrical member 21, the inner surface of the cylindrical member 21 and the inner hardened material 32b can be integrated and reliably filled. Furthermore, when the movement restricting member 1 undergoes a large deformation, it is possible to restrain the hardened material 32 from popping out. In this way, the base material 2 and the reinforcing member 3 are strongly integrated and can have higher toughness. Further, since the insertion member 31 has a spiral shape, a commercially available spiral spring or the like can be used, and the cost can be reduced.

次に、第2実施形態の移動制限部材2について説明する。   Next, the movement restriction member 2 of the second embodiment will be described.

図7は、本発明にかかる第2実施形態の移動制限部材1を示す概略図である。図8は、図1のVIII−VIII断面図である。なお、図7及び8に示した断面図では、挿入部材31は、硬化材32を透過して見た状態を示している。   FIG. 7 is a schematic view showing the movement restricting member 1 of the second embodiment according to the present invention. 8 is a cross-sectional view taken along the line VIII-VIII in FIG. In the cross-sectional views shown in FIGS. 7 and 8, the insertion member 31 shows a state seen through the curing material 32.

本発明にかかる第2実施形態の移動制限部材1は、基材2と、補強部材3と、を有する。基材2は、筒部材21と、蓋部材22と、を有し、上部構造体11と下部構造体12を連結するものである。上部構造体11は、橋桁等の構造体である。下部構造体12は、上部構造体11を支持する橋脚等の構造体である。   The movement restriction member 1 according to the second embodiment of the present invention includes a base material 2 and a reinforcing member 3. The base material 2 has a cylindrical member 21 and a lid member 22, and connects the upper structure 11 and the lower structure 12. The upper structure 11 is a structure such as a bridge girder. The lower structure 12 is a structure such as a pier that supports the upper structure 11.

筒部材21は、鋼管等からなる。筒部材21の長手方向に直交する断面は、角形でも丸形でもよいが、断面中心に対して対称な形状であると好ましい。筒部材21は、上部構造体11と下部構造体12とを連結するように、一方が上部構造体11の第1穴11a内に、他方が下部構造体12の第2穴12a内に設置される。また、筒部材21の中間の一部は、上部構造体11と下部構造体12の間に形成される隙間に露出される。   The cylinder member 21 is made of a steel pipe or the like. The cross section perpendicular to the longitudinal direction of the cylindrical member 21 may be square or round, but is preferably a symmetrical shape with respect to the center of the cross section. One cylindrical member 21 is installed in the first hole 11 a of the upper structure 11 and the other is installed in the second hole 12 a of the lower structure 12 so as to connect the upper structure 11 and the lower structure 12. The A part of the middle of the cylindrical member 21 is exposed in a gap formed between the upper structure 11 and the lower structure 12.

蓋部材22は、第1実施形態と同様に、中央に孔が形成され、筒部材21の上端21aの内側に設置される板状の部材である。   The lid member 22 is a plate-like member that is formed inside the upper end 21 a of the cylindrical member 21 with a hole formed in the center, as in the first embodiment.

挿入部材31は、螺旋状の鋼材、鉄筋又は樹脂等からなり、筒部材21内に挿入される。挿入部材31は、筒部材21の長手方向に直交する断面の中心に対して対称な形状であると好ましい。   The insertion member 31 is made of a helical steel material, a reinforcing bar, a resin, or the like, and is inserted into the cylindrical member 21. The insertion member 31 is preferably symmetric with respect to the center of the cross section perpendicular to the longitudinal direction of the cylindrical member 21.

挿入部材31は、その外周が筒部材21の内周に溶接等によって取り付けられ、筒部材21に一体化される。また、挿入部材31は、蓋部材22に溶接等によって取り付けられてもよい。挿入部材31を基材2に取り付ける作業をあらかじめ工場等で行えば、橋梁建設等の現場での作業を減らして施工性を向上することができる。   The outer periphery of the insertion member 31 is attached to the inner periphery of the cylindrical member 21 by welding or the like, and is integrated with the cylindrical member 21. Further, the insertion member 31 may be attached to the lid member 22 by welding or the like. If the operation of attaching the insertion member 31 to the base material 2 is performed in advance in a factory or the like, work on site such as bridge construction can be reduced and workability can be improved.

また、挿入部材31は、筒部材21の長手方向の一端から突出するように取り付けられてもよい。挿入部材31が突出する筒部材21の一端は、下部構造体12に設置する際に下端21bとなる。   Further, the insertion member 31 may be attached so as to protrude from one end of the cylindrical member 21 in the longitudinal direction. One end of the cylindrical member 21 from which the insertion member 31 protrudes becomes the lower end 21b when it is installed in the lower structure 12.

挿入部材31は、筒部材21の長手方向の一端から突出するように取り付けることで、筒部材21を第2孔12aに設置する際の間隔保持材の役割を果たし、筒部材21の設置高さを調整することが容易になる。   The insertion member 31 is attached so as to protrude from one end of the cylindrical member 21 in the longitudinal direction, thereby serving as a spacing member when the cylindrical member 21 is installed in the second hole 12a. It becomes easy to adjust.

なお、挿入部材31は、基材2に直接取り付けず、ブラケット等を介して取り付けてもよい。   In addition, you may attach the insertion member 31 via a bracket etc., without attaching directly to the base material 2. FIG.

硬化材32は、外側硬化材32aと内側硬化材32bとを用いる。外側硬化材32aは、下部構造体12に形成された筒部材21の外側であって第2穴12aの内側に充填される。内側硬化材32bは、筒部材21の内側に充填される。筒部材21の内側に充填された内側硬化材32bは、筒部材21の上端21aに設置された蓋部材22に対してほぼ同一の高さであることが好ましい。筒部材21の外側で下部構造体12の第2穴12aに充填された外側硬化材32aは、下部構造体12の上面12bに対してほぼ同一の高さであることが好ましい。   As the curing material 32, an outer curing material 32a and an inner curing material 32b are used. The outer hardening material 32a is filled outside the cylindrical member 21 formed in the lower structure 12 and inside the second hole 12a. The inner curing material 32 b is filled inside the cylindrical member 21. It is preferable that the inner side hardening material 32b filled inside the cylindrical member 21 has substantially the same height as the lid member 22 installed on the upper end 21a of the cylindrical member 21. It is preferable that the outer hardened material 32 a filled in the second hole 12 a of the lower structure 12 outside the cylindrical member 21 has substantially the same height as the upper surface 12 b of the lower structure 12.

硬化材32は、コンクリート、モルタル、又は樹脂系の材料でよい。なお、筒部材21、挿入部材31、及び硬化材32の材料に関しては、それぞれ特許文献1に記載の材料を使用してもよい。   The hardener 32 may be concrete, mortar, or resin-based material. In addition, regarding the material of the cylindrical member 21, the insertion member 31, and the hardening | curing material 32, you may use the material of patent document 1, respectively.

次に、移動制限部材1の施工方法について説明する。   Next, the construction method of the movement restriction member 1 will be described.

図9は、本発明にかかる第2実施形態の移動制限部材1の施工方法を示す概略図である。   FIG. 9 is a schematic view showing a construction method of the movement restricting member 1 of the second embodiment according to the present invention.

図9(a)は、下部構造体12に第2穴12aを形成する工程を示す概略図である。   FIG. 9A is a schematic view showing a process of forming the second hole 12a in the lower structure 12.

下部構造体12の第2穴12aは、下部構造体12が製作される際に、第2穴12aと同じ形状の図示しない型枠を設置した状態でコンクリートを打設することで形成される。第2穴12aは、筒部材21の断面形状に対して、ほぼ同じ断面形状であって、若干大きく形成される。なお、下部構造体12の第2穴12aが形成される工程は、工場などであらかじめ行われてもよい。   When the lower structure 12 is manufactured, the second hole 12a of the lower structure 12 is formed by placing concrete in a state where a mold frame (not shown) having the same shape as the second hole 12a is installed. The second hole 12a has substantially the same cross-sectional shape with respect to the cross-sectional shape of the cylindrical member 21, and is formed slightly larger. Note that the step of forming the second hole 12a of the lower structure 12 may be performed in advance at a factory or the like.

図9(b)は、下部構造体12に基材2及び挿入部材31を設置する工程を示す概略図である。   FIG. 9B is a schematic diagram illustrating a process of installing the base material 2 and the insertion member 31 on the lower structure 12.

基材2及び挿入部材31は、あらかじめ工場等で、溶接等により取り付けられていることが好ましい。施工現場で下部構造体12に筒部材21及び挿入部材31を設置する際には、筒部材21から挿入部材31が突出している側を下方に向けて第2穴12aに挿入する。下部構造体12に筒部材21及び挿入部材31が設置された状態では、挿入部材31は、下部構造体12の第2穴12aの底に当接し、筒部材21は、下部構造体12に対して、所定の間隔を有し、当接しない。   The base member 2 and the insertion member 31 are preferably attached in advance at a factory or the like by welding or the like. When installing the cylindrical member 21 and the insertion member 31 in the lower structure 12 at the construction site, the cylindrical member 21 is inserted into the second hole 12a with the side from which the insertion member 31 protrudes downward. In a state where the cylindrical member 21 and the insertion member 31 are installed in the lower structure 12, the insertion member 31 contacts the bottom of the second hole 12 a of the lower structure 12, and the cylindrical member 21 is in contact with the lower structure 12. And has a predetermined interval and does not contact.

図9(c)は、外側硬化材32aを筒部材21の外側で下部構造体12の第2穴12aの内側に打設する工程を示す概略図である。   FIG. 9C is a schematic view showing a process of placing the outer hardened material 32 a inside the second hole 12 a of the lower structure 12 outside the cylindrical member 21.

硬化材32は、まず、外側硬化材32aを筒部材21の外側で下部構造体12の第2穴12aの内側に注入する。外側硬化材32aが下部構造体12の上面12bとほぼ同一の高さまで充填された時に、下部構造体12の第2穴12aは、図示しない蓋等によって塞がれてもよい。   The curing material 32 firstly injects the outer curing material 32 a into the second hole 12 a of the lower structure 12 outside the cylindrical member 21. When the outer hardening material 32a is filled to the same height as the upper surface 12b of the lower structure 12, the second hole 12a of the lower structure 12 may be closed by a lid or the like (not shown).

図10(d)は、内側硬化材32bを筒部材21の内側に打設する工程を示す概略図である。   FIG. 10D is a schematic view showing a process of placing the inner hardened material 32 b on the inner side of the cylindrical member 21.

その後、筒部材21の内側に蓋部材22に形成された孔から内側硬化材32bを注入する。内側硬化材32bは、筒部材21の上端21a及び蓋部材22と同じ高さになるまで、筒部材21内に注入される。そして、基材2と、補強部材3と、を有する移動制限部材1を一体化する。   Then, the inner side hardening material 32b is inject | poured from the hole formed in the cover member 22 inside the cylinder member 21. FIG. The inner side hardening material 32 b is injected into the cylindrical member 21 until it becomes the same height as the upper end 21 a of the cylindrical member 21 and the lid member 22. And the movement limitation member 1 which has the base material 2 and the reinforcement member 3 is integrated.

硬化材32が硬化した後、図8に示すように、筒部材21と同じ形状で、大きめの図示しない筒を移動制限部材1と隙間を保持して据え付けた状態で、上部構造を現場で製作または筒部材21の上方が上部構造体11の第1穴11aに挿入されるように、上部構造11を設置する。第1穴11aは、筒部材21の断面形状に対して、ほぼ同じ断面形状であって、若干大きく形成されることが好ましい。また、第1穴11aと基材2との間に上下方向の隙間が形成されるように、下部構造体12は、他の箇所で上部構造体11を支持していることが好ましい。   After the hardened material 32 is cured, as shown in FIG. 8, the upper structure is manufactured on-site with the same shape as the cylindrical member 21 and a large cylinder (not shown) installed with the gap between the movement restricting member 1 and the gap. Alternatively, the upper structure 11 is installed so that the upper side of the tubular member 21 is inserted into the first hole 11 a of the upper structure 11. It is preferable that the first hole 11a has substantially the same cross-sectional shape with respect to the cross-sectional shape of the cylindrical member 21, and is formed slightly larger. Moreover, it is preferable that the lower structure 12 supports the upper structure 11 at other locations so that a vertical gap is formed between the first hole 11 a and the base material 2.

なお、上部構造体11の第1穴11aが形成される工程は、工場などであらかじめ行われてもよい。また、上部構造体11と筒部材21の間に緩衝材等を設置してもよい。   Note that the step of forming the first hole 11a of the upper structure 11 may be performed in advance at a factory or the like. Further, a cushioning material or the like may be installed between the upper structure 11 and the cylindrical member 21.

このような移動制限構造体の施工方法により、短時間で容易に施工することが可能となる。   By such a construction method of the movement restriction structure, construction can be easily performed in a short time.

次に、移動制限部材1の作用について説明する。   Next, the operation of the movement limiting member 1 will be described.

上部構造体11が水平方向に移動しようとする場合、図7に示すように鉛直方向に設置された移動制限部材1には曲げモーメント及びせん断力が作用する。上部構造体11の水平方向への移動距離が大きくなると、移動制限部材1の筒部材21は、曲げ変形して、エネルギーを吸収し、上部構造体11の振動を減衰させ、移動を小さくすることが可能となる。また、移動制限部材1は、基材2の内側に挿入部材31を有し、内側硬化材32bを注入しているので、挿入部材31が基材2の内側の内側硬化材32bを拘束して保持力を高めた状態で一体となるため、破壊を遅らせ、基材2の筒部材21が大きな変形をしても強度を維持することが可能となる。   When the upper structure 11 is to move in the horizontal direction, a bending moment and a shearing force act on the movement limiting member 1 installed in the vertical direction as shown in FIG. When the moving distance of the upper structure 11 in the horizontal direction is increased, the cylindrical member 21 of the movement limiting member 1 is bent and deformed to absorb energy, attenuate the vibration of the upper structure 11, and reduce the movement. Is possible. Moreover, since the movement restricting member 1 has the insertion member 31 inside the base material 2 and injects the inner curing material 32b, the insertion member 31 restrains the inner curing material 32b inside the base material 2. Since it is united in a state where the holding force is increased, it is possible to delay the breakage and maintain the strength even if the cylindrical member 21 of the base material 2 undergoes a large deformation.

また、筒部材21の上端に蓋部材22を取り付けることで、筒部材21の内面と内側硬化材32bとの一体化を図り、確実に充填することが可能となる。さらに、移動制限部材1が大きな変形をした時に内側硬化材32bの飛び出しを拘束することが可能となる。このようにして、これらの筒部材21、挿入部材31、及び内側硬化材32bは、強く一体化しており、より高いじん性を有することが可能となる。また、挿入部材31は、螺旋形状であるので、市販の螺旋スプリング等を使用することができ、コストを削減することが可能となる。   In addition, by attaching the lid member 22 to the upper end of the cylindrical member 21, the inner surface of the cylindrical member 21 and the inner hardened material 32b can be integrated and reliably filled. Furthermore, when the movement restricting member 1 is largely deformed, it is possible to restrain the inner hardened material 32b from popping out. In this way, the cylindrical member 21, the insertion member 31, and the inner side hardening material 32b are strongly integrated and can have higher toughness. Further, since the insertion member 31 has a spiral shape, a commercially available spiral spring or the like can be used, and the cost can be reduced.

図10は、本発明にかかる第3実施形態の移動制限部材1を示す概略図である。図11は、図10のXI−XI断面図である。なお、図10及び図11に示した断面図では、挿入部材31は、硬化材32を透過して見た状態を示している。   FIG. 10 is a schematic view showing the movement restricting member 1 of the third embodiment according to the present invention. 11 is a cross-sectional view taken along the line XI-XI in FIG. In the cross-sectional views shown in FIGS. 10 and 11, the insertion member 31 shows a state seen through the curing material 32.

第3実施形態の移動制限部材1は、挿入部材31として第1挿入部材31a〜第4挿入部材31dを取り付けたものである。第3実施形態の挿入部材31は、第1実施形態及び第2実施形態の挿入部材31と比較して径が細く形成され、筒部材21の角に対応して筒部材21、蓋部材22又は底部材23の4カ所に溶接等により取り付けられる。   The movement restricting member 1 according to the third embodiment is obtained by attaching the first insertion member 31 a to the fourth insertion member 31 d as the insertion member 31. The insertion member 31 of the third embodiment is formed with a smaller diameter than the insertion member 31 of the first embodiment and the second embodiment, and the cylindrical member 21, the lid member 22 or the It is attached to four places of the bottom member 23 by welding or the like.

このように、第3実施形態の移動制限部材1では、挿入部材31は、筒部材21の内周に複数取り付けられるので、個々の挿入部材31を小さく形成することができ、筒部材21への挿入が容易になると共に、挿入部材31が基材2の内側の内側硬化材32bを拘束する効果が高くなるため、移動制限部材1は、より高いじん性を有することが可能となる。   As described above, in the movement restricting member 1 of the third embodiment, a plurality of the insertion members 31 are attached to the inner periphery of the cylindrical member 21, so that the individual insertion members 31 can be formed small. Since the insertion becomes easy and the effect of the insertion member 31 restraining the inner side hardening material 32b on the inner side of the base material 2 is increased, the movement limiting member 1 can have higher toughness.

なお、挿入部材31の数及び筒部材21に対する取り付け箇所は、変更してもよい。また、筒部材21の断面形状が円形等、角がない場合、角に対応することなく、どの位置に取り付けてもよい。ただし、挿入部材31を複数設置する場合、力が均等に作用するように、挿入部材31は、筒部材21の断面中心に対して対称に取り付けられることが好ましい。また、本実施形態では、挿入部材31は、螺旋形状に形成されていたが、波形等の部材でもよい。   In addition, you may change the number of the insertion members 31 and the attachment location with respect to the cylinder member 21. FIG. Moreover, when the cross-sectional shape of the cylindrical member 21 has no corners such as a circle, the cylindrical member 21 may be attached at any position without corresponding to the corners. However, when a plurality of insertion members 31 are installed, the insertion members 31 are preferably attached symmetrically with respect to the center of the cross section of the cylindrical member 21 so that force acts evenly. Moreover, in this embodiment, although the insertion member 31 was formed in the helical shape, members, such as a waveform, may be sufficient.

以上、説明したように、本実施形態の移動制限部材1は、一方が上部構造体11に挿入され、他方が下部構造体12に挿入される移動制限部材1であって、筒部材21及び筒部材21の一端に設置され孔が形成された蓋部材22を有する基材2と、筒部材21の内側に入れられる補強部材3と、を備えるので、筒部材21が曲げ変形して、エネルギーを吸収し、上部構造体11の振動を減衰させ、移動を小さくすることが可能となる。また、補強部材3を基材2の内側に入れるので、基材2と補強部材3の強い一体化が可能となり、高いじん性を有し、破壊を遅らせ、基材2の筒部材21が大きな変形をしても強度を維持することが可能となる。さらに、筒部材21の上端に蓋部材22を取り付けることで、基材2と補強部材3とのさらなる一体化を図り、的確に補強することが可能となる。また、移動制限部材1が大きな変形をした時に補強部材3の飛び出しを拘束することが可能となる。   As described above, the movement limiting member 1 of the present embodiment is the movement limiting member 1 in which one is inserted into the upper structure 11 and the other is inserted into the lower structure 12, and includes the cylinder member 21 and the cylinder. Since the base member 2 having the lid member 22 provided at one end of the member 21 and having a hole formed therein and the reinforcing member 3 placed inside the cylindrical member 21 are provided, the cylindrical member 21 is bent and deformed to save energy. It is possible to absorb, attenuate the vibration of the upper structure 11, and reduce the movement. Further, since the reinforcing member 3 is placed inside the base member 2, the base member 2 and the reinforcing member 3 can be strongly integrated, have high toughness, delay destruction, and the cylindrical member 21 of the base member 2 is large. Even if it is deformed, the strength can be maintained. Furthermore, by attaching the lid member 22 to the upper end of the cylindrical member 21, further integration of the base material 2 and the reinforcing member 3 can be achieved, and it becomes possible to reinforce appropriately. Further, when the movement restricting member 1 is greatly deformed, it is possible to restrain the reinforcing member 3 from popping out.

本実施形態の移動制限部材1では、補強部材3は、基材2の内側に挿入される挿入部材31を有するので、基材2と補強部材3のより強い一体化が可能となり、さらに高いじん性を有することが可能となる。   In the movement restricting member 1 of the present embodiment, the reinforcing member 3 has the insertion member 31 inserted inside the base material 2, so that stronger integration of the base material 2 and the reinforcing member 3 is possible, and higher dust It becomes possible to have sex.

本実施形態の移動制限部材1では、挿入部材31は、螺旋形状であるので、市販の螺旋スプリング等を使用することができ、コストを削減することが可能となる。   In the movement restricting member 1 of the present embodiment, since the insertion member 31 has a spiral shape, a commercially available spiral spring or the like can be used, and the cost can be reduced.

本実施形態の移動制限部材1では、挿入部材31は、複数からなるので、個々の挿入部材31を小さく形成することができ、筒部材21への挿入が容易になると共に、挿入部材31が基材2の内側の硬化材32を拘束する効果が高くなるため、移動制限部材1は、より高いじん性を有することが可能となる。   In the movement restricting member 1 of the present embodiment, since the insertion member 31 is composed of a plurality of members, the individual insertion members 31 can be formed small, and the insertion into the cylindrical member 21 is facilitated. Since the effect of restraining the hardening material 32 inside the material 2 is increased, the movement limiting member 1 can have higher toughness.

本実施形態の移動制限部材1では、基材2は、筒部材21の他端に設置され孔が形成された底部材23を有し、挿入部材31は、基材2の内側に設置されるので、基材2と補強部材3とのさらなる一体化を図り、的確に補強することが可能となる。また、移動制限部材1が大きな変形をした時に補強部材の飛び出しを拘束することが可能となる。   In the movement restricting member 1 of the present embodiment, the base material 2 has a bottom member 23 provided at the other end of the cylindrical member 21 and formed with a hole, and the insertion member 31 is installed inside the base material 2. As a result, the base material 2 and the reinforcing member 3 can be further integrated and can be reinforced accurately. Further, when the movement restricting member 1 is greatly deformed, it is possible to restrain the reinforcing member from popping out.

本実施形態の移動制限部材1では、挿入部材31は、筒部材21の軸方向の一端から突出するので、筒部材21に挿入部材31を取り付ける際に、挿入部材31を支持することが容易になる。   In the movement restricting member 1 of the present embodiment, the insertion member 31 protrudes from one end in the axial direction of the cylindrical member 21, so that when the insertion member 31 is attached to the cylindrical member 21, the insertion member 31 can be easily supported. Become.

本実施形態の移動制限部材1では、補強部材3は、基材2の内側に充填される内側硬化材32bを有するので、基材2と補強部材3の強い一体化が可能となり、高いじん性を有し、破壊を遅らせ、基材2の筒部材21が大きな変形をしても強度を維持することが可能となる。   In the movement restricting member 1 of the present embodiment, the reinforcing member 3 has the inner hardened material 32b filled inside the base material 2, so that the base material 2 and the reinforcing member 3 can be strongly integrated, and high toughness is achieved. It is possible to delay the destruction and maintain the strength even if the cylindrical member 21 of the substrate 2 undergoes a large deformation.

本実施形態の移動制限構造体では、一方が上部構造体11に形成された第1穴内11aに設置され、他方が下部構造体12に形成された第2穴12a内に設置されて、上部構造体11と下部構造体12を連結する前記移動制限部材と、第2穴12aに移動制限部材1が設置された状態で、基材2の外側の第2穴12aに充填される外側硬化材32aと、を備えるので、基材2と補強部材3のさらに強い一体化が可能となり、さらに高いじん性を有し、破壊を遅らせ、基材2の筒部材21が大きな変形をしても強度を維持することが可能となる。   In the movement restricting structure according to the present embodiment, one is installed in the first hole 11a formed in the upper structure 11, and the other is installed in the second hole 12a formed in the lower structure 12. In the state where the movement restricting member 1 that connects the body 11 and the lower structure 12 and the movement restricting member 1 is installed in the second hole 12a, the outer hardening material 32a that is filled in the second hole 12a outside the base 2 Therefore, the base material 2 and the reinforcing member 3 can be more strongly integrated, have higher toughness, delay the breakage, and have a strength even when the cylindrical member 21 of the base material 2 is greatly deformed. Can be maintained.

本実施形態の移動制限部材1の施工方法は、穴が形成された下部構造体12を設置する工程と、下部構造体12の穴に、挿入部材31が内側に入れられた筒部材21及び筒部材21の上端に設置され孔が形成された蓋部材22を有する基材2を設置する工程と、筒部材21の外側で下部構造体12の穴内に外側硬化材32aを注入する工程と、筒部材21の内側に内側硬化材32bを注入する工程と、筒部材21が上部構造体11の穴に挿入されるように上部構造体11を設置する工程と、を有するので、あらかじめ作成された移動制限部材1を施工場所で設置するので、短時間で容易に施工することが可能となる。   The construction method of the movement restricting member 1 according to the present embodiment includes a step of installing the lower structure 12 in which holes are formed, and a cylinder member 21 and a cylinder in which an insertion member 31 is placed inside a hole of the lower structure 12. A step of installing the base member 2 having the lid member 22 provided at the upper end of the member 21 and having a hole formed therein; a step of injecting the outer hardener 32a into the hole of the lower structure 12 outside the tubular member 21; Since it has the process of injecting the inner side hardening material 32b inside the member 21, and the process of installing the upper structure 11 so that the cylindrical member 21 is inserted in the hole of the upper structure 11, the movement created in advance Since the restricting member 1 is installed at the construction site, it can be easily constructed in a short time.

以上、本発明の種々の実施形態について説明したが、本発明はこれらの実施形態のみに限られるものではなく、これらの詳細な内容に色々なバリエーションや変更を加えてもよい。また、それぞれの実施形態の構成を適宜組み合わせて構成した実施形態も本発明の範疇となるものである。   Although various embodiments of the present invention have been described above, the present invention is not limited to these embodiments, and various variations and modifications may be added to these detailed contents. In addition, embodiments configured by appropriately combining the configurations of the respective embodiments also fall within the scope of the present invention.

1…移動制限部材
2…基材
21…筒部材
22…蓋部材
23…底部材
3…補強部材
31…挿入部材
32…硬化材
11…上部構造体
12…下部構造体
DESCRIPTION OF SYMBOLS 1 ... Movement restriction member 2 ... Base material 21 ... Cylindrical member 22 ... Cover member 23 ... Bottom member 3 ... Reinforcement member 31 ... Insertion member 32 ... Hardening material 11 ... Upper structure 12 ... Lower structure

Claims (9)

一方が上部構造体に挿入され、他方が下部構造体に挿入される移動制限部材であって、
筒部材及び前記筒部材の一端に設置され孔が形成された蓋部材を有する基材と、
前記筒部材の内側に入れられる補強部材と、
を備えることを特徴とする移動制限部材。
One of the movement limiting members is inserted into the upper structure and the other is inserted into the lower structure,
A base member having a cylindrical member and a lid member that is installed at one end of the cylindrical member and has a hole;
A reinforcing member put inside the cylindrical member;
A movement restricting member comprising:
前記補強部材は、前記基材の内側に挿入される挿入部材を有する
ことを特徴とする請求項1に記載の移動制限部材。
The movement restricting member according to claim 1, wherein the reinforcing member has an insertion member inserted inside the base material.
前記挿入部材は、螺旋形状である
ことを特徴とする請求項2に記載の移動制限部材。
The movement restricting member according to claim 2, wherein the insertion member has a spiral shape.
前記挿入部材は、複数からなる
ことを特徴とする請求項2又は請求項3に記載の移動制限部材。
The movement limiting member according to claim 2, wherein the insertion member includes a plurality of insertion members.
前記基材は、前記筒部材の他端に設置され孔が形成された底部材を有し、
前記挿入部材は、前記基材の内側に設置される
ことを特徴とする請求項2乃至請求項4のいずれか1つに記載の移動制限部材。
The base material has a bottom member installed at the other end of the cylindrical member and having a hole formed therein;
The movement restricting member according to any one of claims 2 to 4, wherein the insertion member is installed inside the base material.
前記挿入部材は、前記筒部材の軸方向の一端から突出する
ことを特徴とする請求項2乃至請求項4のいずれか1つに記載の移動制限部材。
The movement limiting member according to any one of claims 2 to 4, wherein the insertion member protrudes from one end in the axial direction of the cylindrical member.
前記補強部材は、前記基材の内側に充填される内側硬化材を有する
ことを特徴とする請求項1乃至請求項6のいずれか1つに記載の移動制限部材。
The movement restricting member according to any one of claims 1 to 6, wherein the reinforcing member includes an inner curing material filled inside the base material.
一方が前記上部構造体に形成された第1穴内に設置され、
他方が前記下部構造体に形成された第2穴内に設置されて、
前記上部構造体と前記下部構造体を連結する
請求項1乃至請求項7のいずれか1つに記載の移動制限部材と、
前記第2穴に前記移動制限部材が設置された状態で、前記基材の外側の前記第2穴に充填される外側硬化材と、
を備える
ことを特徴とする移動制限構造体。
One is installed in the first hole formed in the upper structure,
The other is installed in the second hole formed in the lower structure,
The movement restricting member according to any one of claims 1 to 7, wherein the upper structure and the lower structure are connected to each other.
In the state where the movement restriction member is installed in the second hole, an outer curing material filled in the second hole outside the base material,
A movement restricting structure characterized by comprising:
穴が形成された下部構造体を設置する工程と、
前記下部構造体の穴に、挿入部材が内側に入れられた筒部材及び前記筒部材の上端に設置され孔が形成された蓋部材を有する基材を設置する工程と、
前記筒部材の外側で前記下部構造体の穴内に外側硬化材を注入する工程と、
前記筒部材の内側に内側硬化材を注入する工程と、
前記筒部材が上部構造体の穴に挿入されるように前記上部構造体を設置又は製作する工程と、
を有することを特徴とする移動制限構造体の施工方法。
Installing a lower structure in which holes are formed;
In the hole of the lower structure, a step of installing a base member having a cylindrical member in which an insertion member is placed inside and a lid member that is installed at an upper end of the cylindrical member and in which a hole is formed;
Injecting an outer hardening material into the hole of the lower structure outside the cylindrical member;
Injecting an inner curing material inside the cylindrical member;
Installing or manufacturing the upper structure such that the cylindrical member is inserted into the hole of the upper structure;
The construction method of the movement restriction | limiting structure characterized by having.
JP2013169765A 2013-08-19 2013-08-19 Movement restriction member, movement restriction structure, and construction method of movement restriction structure Expired - Fee Related JP6169438B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2013169765A JP6169438B2 (en) 2013-08-19 2013-08-19 Movement restriction member, movement restriction structure, and construction method of movement restriction structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2013169765A JP6169438B2 (en) 2013-08-19 2013-08-19 Movement restriction member, movement restriction structure, and construction method of movement restriction structure

Publications (2)

Publication Number Publication Date
JP2015038285A JP2015038285A (en) 2015-02-26
JP6169438B2 true JP6169438B2 (en) 2017-07-26

Family

ID=52631490

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2013169765A Expired - Fee Related JP6169438B2 (en) 2013-08-19 2013-08-19 Movement restriction member, movement restriction structure, and construction method of movement restriction structure

Country Status (1)

Country Link
JP (1) JP6169438B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6928707B1 (en) * 2020-12-23 2021-09-01 西日本高速道路株式会社 Step prevention device and step prevention device system

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5345615B2 (en) * 1974-12-05 1978-12-07
JP2001303517A (en) * 2000-04-19 2001-10-31 Tokai Rubber Ind Ltd Shift restriction device for bridge
JP2007039992A (en) * 2005-08-03 2007-02-15 East Japan Railway Co Bridge girder movement inhibiting device, and method of producing bridge girder movement inhibiting device
JP5358508B2 (en) * 2010-04-06 2013-12-04 株式会社巴製作所 Restriction member for bridge and its installation method

Also Published As

Publication number Publication date
JP2015038285A (en) 2015-02-26

Similar Documents

Publication Publication Date Title
KR101684771B1 (en) Method for connection structure for internally confined hollow rc column-foundation connection reinforced with external tube
JP5991132B2 (en) Seismic reinforcement structure and construction method
JP5734169B2 (en) Building structure
KR20070020820A (en) A reinforced concrete column with internally confined hollow and the construction method
JP5640768B2 (en) Pile construction method, pile construction method, and member for positioning and fixing reinforcing bars
JP6169438B2 (en) Movement restriction member, movement restriction structure, and construction method of movement restriction structure
JP6518510B2 (en) Hole forming jig, and method of constructing vibration control stud structure
JP5734168B2 (en) Building structure
JP2012177292A (en) Building structure
JP5808981B2 (en) Steel structure exposed column base structure
JP2017137637A (en) Aseismic reinforcement structure for existing concrete structure
JP2012102488A (en) Seismic strengthening structure and seismic strengthening method for concrete skeleton
JP6478832B2 (en) Seismic reinforcement structure
JP6244191B2 (en) Column base fixing device and column base fixing method
JP6568724B2 (en) Concrete structures
JP6220645B2 (en) Column base fixing structure and column base fixing method
JP5486339B2 (en) Manufacturing method of precast concrete structure
JP2013055764A (en) Structure of column body, and method for reinforcing column body
JP2008014065A (en) Aseismatic reinforcing structure of existing building, and its construction method
JP6556025B2 (en) Columnar column type
JP7290505B2 (en) Structure and construction method
JP2007255003A (en) Joint structure for steel column and precast pile
JP5789363B2 (en) Mounting structure for attaching diagonal materials to building columns
JP2018059358A (en) Antiseismic reinforcing structure of concrete structure
JP5827158B2 (en) Underground structure

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20160628

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20170515

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20170614

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20170628

R150 Certificate of patent or registration of utility model

Ref document number: 6169438

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

S533 Written request for registration of change of name

Free format text: JAPANESE INTERMEDIATE CODE: R313533

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees