JPH036282B2 - - Google Patents
Info
- Publication number
- JPH036282B2 JPH036282B2 JP24912788A JP24912788A JPH036282B2 JP H036282 B2 JPH036282 B2 JP H036282B2 JP 24912788 A JP24912788 A JP 24912788A JP 24912788 A JP24912788 A JP 24912788A JP H036282 B2 JPH036282 B2 JP H036282B2
- Authority
- JP
- Japan
- Prior art keywords
- soundproofing member
- main body
- expansion joint
- installing
- concrete
- 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
Links
- 238000000034 method Methods 0.000 claims description 8
- 239000000463 material Substances 0.000 claims description 3
- 229910000831 Steel Inorganic materials 0.000 description 6
- 230000003014 reinforcing effect Effects 0.000 description 6
- 239000010959 steel Substances 0.000 description 6
- 238000009415 formwork Methods 0.000 description 4
- 229920006328 Styrofoam Polymers 0.000 description 3
- 239000008261 styrofoam Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 230000008602 contraction Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Road Paving Structures (AREA)
- Bridges Or Land Bridges (AREA)
Description
【発明の詳細な説明】
[産業上の利用分野]
この発明は高架道路及び河川用橋梁の接続部を
伸縮可能に接続する伸縮継手装置の設置方法に関
するものである。DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention relates to a method for installing an expansion joint device that expandably connects connecting portions of elevated roads and river bridges.
[従来の技術]
従来の伸縮継手には床版の伸縮量が小さくて遊
間が狭い場合第2図に示すように各床版90の端
部を切欠いて遊間91に発泡スチロール80を挿
入して上方へ延びるようにし、その上に伸縮継手
85を配置し、伸縮継手85から延びる鉄筋86
を床版から延びる鉄筋92に溶接して結合し、発
泡スチロール80が境界を形成するようにしてコ
ンクリート打設してコンクリート部87を構成す
る方法が実施されている。この方法によれば型枠
を用いることなくしてコンクリート打設を行うこ
とができるものである。しかしながら、遊間が大
きい場合には伸縮継手を設置した後夏季等に遊間
が狭くなつた場合に発泡スチロール80が破壊さ
れて落下したりあるいは冬季等に遊間が広がつて
発泡スチロール80がそのまま落下する可能性が
あつて実用できないものである。[Prior Art] In conventional expansion joints, when the amount of expansion and contraction of the floor slab is small and the gap is narrow, as shown in FIG. A reinforcing bar 86 extending from the expansion joint 85 is placed on the expansion joint 85.
A method has been implemented in which the concrete portion 87 is constructed by welding and joining the concrete to reinforcing bars 92 extending from the floor slab, and pouring concrete so that the styrofoam 80 forms a boundary. According to this method, concrete can be placed without using formwork. However, if the play space is large, there is a possibility that the Styrofoam 80 will break and fall if the play space becomes narrow in the summer after installing an expansion joint, or that the Styrofoam 80 may fall as it is as the play space widens in the winter. This makes it impossible to put it into practical use.
[発明が解決しようとする課題]
この発明はこのような点を解決して伸縮継手装
置を設置した部分から後で破損したり落下するよ
うな部分が全くなくかつコンクリート打設をする
場合遊間の部分に型枠が不要になるようにし、さ
らに遊間から伝達する音を防止できるようにした
伸縮継手装置の設置方法を提供するものである。[Problems to be Solved by the Invention] The present invention solves the above problems, and there is no part where the expansion joint device is installed that can be damaged or fallen later, and there is no gap between the parts when pouring concrete. To provide a method for installing an expansion joint device that eliminates the need for a formwork in the part and further prevents sound transmitted from the play area.
[課題を解決するための手段]
この発明は水平方向に伸縮可能な主体部とこの
主体部の下部にスポンジ等の伸縮可能な材料より
なる防音部材を有する伸縮継手装置の設置方法で
あつて、前記防音部材の下部を床版間の遊間に挿
入する段階と、少くとも前記防音部材に主体部を
結合固着した状態で床版の上側においてこの防音
部材を境界としてコンクリート打設を行う段階と
を包含することを特徴とする伸縮継手装置の設置
方法を提供するものである。[Means for Solving the Problems] The present invention provides a method for installing an expansion joint device having a main body portion that is expandable and contractible in the horizontal direction and a soundproofing member made of an expandable material such as sponge at the lower part of the main body portion, a step of inserting the lower part of the soundproofing member into the gap between the floor slabs; and a step of pouring concrete above the floorboards with the main body portion being bonded and fixed to at least the soundproofing member with the soundproofing member as a boundary. A method for installing an expansion joint device is provided.
[実施例]
以下図面を参照しながらこの発明の一実施例に
ついて説明する。[Embodiment] An embodiment of the present invention will be described below with reference to the drawings.
第1図に示すこの発明の一実施例において、1
0は橋梁等の接続部に沿つて延びる伸縮継手装置
の主体部で、通常の伸縮継手とほぼ同様な構造に
なつており、両側の側面と下面はそれぞれ鋼板1
2に覆われており図示のようなゴム部13の両側
の部分14の変形により伸縮可能になつている。
15はゴム部13の底部中央から上方へ向かつて
形成した溝で、防音用にスポンジ16が埋設して
ある。ゴム部13の両側には1対の溝17が形成
してありかつ中央部には鋼板18が埋設してあ
る。 In one embodiment of the invention shown in FIG.
0 is the main body of an expansion joint device that extends along the connecting part of a bridge, etc. It has a structure almost similar to a normal expansion joint, and the side and bottom surfaces on both sides are made of steel plates 1 and 1.
2, and can be expanded and contracted by deforming the parts 14 on both sides of the rubber part 13 as shown.
A groove 15 is formed upward from the center of the bottom of the rubber part 13, and a sponge 16 is embedded therein for soundproofing. A pair of grooves 17 are formed on both sides of the rubber part 13, and a steel plate 18 is embedded in the center part.
20は鋼板12に固着したナツト、21はこの
ナツトに螺合させて取付けさらにナツト22で固
定した鉄筋である。 20 is a nut fixed to the steel plate 12, and 21 is a reinforcing bar that is screwed onto this nut and fixed with a nut 22.
25は主体部10の底部の中央付近に沿つて固
着し下方に延びる防音部材で、両面がゴム部26
で覆つてありかつその間の大部分がスポンジ部2
7によつて構成してあつて伸縮可能になつてお
り、下部は圧縮して床版90間に挿入した状態が
示してある。28は鉄板30を貫通して主体部1
0の底部両側に螺合して防音部材25を主体部1
0に対して結合固着するボルトである。 Reference numeral 25 denotes a soundproofing member that is fixed along the center of the bottom of the main body portion 10 and extends downward, and has rubber portions 26 on both sides.
The sponge part 2 is covered with
7 and is expandable and retractable, and the lower part is shown compressed and inserted between the floor slabs 90. 28 penetrates the iron plate 30 to form the main body 1
The soundproofing member 25 is screwed onto both sides of the bottom of the main body part 1.
This is a bolt that connects and fixes to 0.
通常鉄筋21及び防音部材25は取付けない状
態で運搬し、設置工事を行う場所で組立てて使用
するものである。 Normally, the reinforcing bars 21 and the soundproofing member 25 are transported without being attached, and then assembled and used at the location where installation work is to be performed.
前述したように構成したものを設置する場合に
は第1図に示すように床版90の端部上面を切欠
いて防音部材25の下部を必要な長さだけ床版9
0間の遊間91に挿入し鉄筋21を床版90から
出る鉄筋92に溶接しておく。この状態でコンク
リート打設を行つてコンクリート部35を構成す
る。この場合防音部材25が中央部の型枠の作用
をしてコンクリートが遊間91にもれることもな
く工事を行うことができる。後で床版90の伸縮
により遊間91の間隔が変化しても防音部材25
が伸縮して適応できるようになつている。 When installing the structure as described above, as shown in FIG.
The reinforcing bars 21 are inserted into the gaps 91 between 0 and welded to the reinforcing bars 92 coming out from the floor slab 90. In this state, concrete is poured to form the concrete portion 35. In this case, the soundproofing member 25 acts as a formwork in the center, and construction work can be carried out without concrete leaking into the clearance space 91. Even if the gap between the spaces 91 changes later due to the expansion and contraction of the floor slab 90, the soundproofing member 25
has become able to expand and contract to adapt.
この発明においては主体部10として図示説明
したものと異なつてもよく、例えば底部や側面が
鋼板でなくゴムで構成してある等種々の変更をし
てもよい。又、防音部材25は全体として伸縮可
能になつておれば図示説明したものと異なつた構
造であつてもよい。 In the present invention, the main body 10 may be different from that illustrated and described, and various changes may be made, such as the bottom and side surfaces being made of rubber instead of steel plates. Further, the soundproofing member 25 may have a structure different from that illustrated and described as long as it is expandable and contractible as a whole.
[発明の効果]
前述したようにこの発明は伸縮可能な材料より
なる防音部材25の下部を床版90間の遊間91
に挿入し、この防音部材25が落下しないような
例えばボルト28等により主体部10に結合固着
して床版90の上側においてこの防音部材25を
境界としてコンクリート打設を行うから、後で防
音部材25が破損したり落下することがなく、コ
ンクリート打設時遊間91の部分に型枠が不要に
なり、さらに遊間91から伝達する音を防止でき
るという効果を有している。[Effects of the Invention] As described above, the present invention connects the lower part of the soundproofing member 25 made of an expandable material to the gap 91 between the floor slabs 90.
The soundproofing member 25 is inserted into the main body 10 using bolts 28 or the like to prevent it from falling, and concrete is poured on the upper side of the floor slab 90 with the soundproofing member 25 as a boundary. 25 will not be damaged or fall, no formwork is required in the gap 91 during concrete pouring, and sound transmitted from the gap 91 can be prevented.
第1図はこの発明の一実施例による伸縮継手装
置の設置状態を示す縦断面図、第2図は従来の伸
縮継手の一例の設置状態を示す縦断面図である。
10……主体部、12……鋼板、25……防音
部材、26……ゴム部、27……スポンジ部、2
8……ボルト、30……鉄板、90……床版、9
1……遊間。
FIG. 1 is a vertical sectional view showing an installed state of an expansion joint device according to an embodiment of the present invention, and FIG. 2 is a vertical sectional view showing an installed state of an example of a conventional expansion joint. DESCRIPTION OF SYMBOLS 10...Main part, 12...Steel plate, 25...Soundproofing member, 26...Rubber part, 27...Sponge part, 2
8... Bolt, 30... Steel plate, 90... Floor slab, 9
1... Yuma.
Claims (1)
下部にスポンジ等の伸縮可能な材料よりなる防音
部材を有する伸縮継手装置の設置方法であつて、
前記防音部材の下部を床版間の遊間に挿入する段
階と、少くとも前記防音部材に主体部を結合固着
した状態で床版の上側においてこの防音部材を境
界としてコンクリート打設を行う段階とを包含す
ることを特徴とする伸縮継手装置の設置方法。1. A method for installing an expansion joint device having a horizontally expandable main body and a soundproofing member made of an expandable material such as sponge at the bottom of the main body,
a step of inserting the lower part of the soundproofing member into the gap between the floor slabs; and a step of pouring concrete above the floorboards with the main body portion being bonded and fixed to at least the soundproofing member with the soundproofing member as a boundary. A method for installing an expansion joint device, comprising:
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP24912788A JPH01151603A (en) | 1988-10-04 | 1988-10-04 | Method of installing expansion joint device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP24912788A JPH01151603A (en) | 1988-10-04 | 1988-10-04 | Method of installing expansion joint device |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP63-139436A Division JPH011805A (en) | 1988-06-08 | Expansion joints |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH01151603A JPH01151603A (en) | 1989-06-14 |
| JPH036282B2 true JPH036282B2 (en) | 1991-01-29 |
Family
ID=17188336
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP24912788A Granted JPH01151603A (en) | 1988-10-04 | 1988-10-04 | Method of installing expansion joint device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH01151603A (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP5063311B2 (en) * | 2007-11-20 | 2012-10-31 | 阪神高速道路株式会社 | Telescopic device |
| JP6908323B2 (en) * | 2016-10-05 | 2021-07-21 | ニッタ株式会社 | Telescopic device for anchor bolts and bridges |
-
1988
- 1988-10-04 JP JP24912788A patent/JPH01151603A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPH01151603A (en) | 1989-06-14 |
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