JPH0323701B2 - - Google Patents
Info
- Publication number
- JPH0323701B2 JPH0323701B2 JP61256396A JP25639686A JPH0323701B2 JP H0323701 B2 JPH0323701 B2 JP H0323701B2 JP 61256396 A JP61256396 A JP 61256396A JP 25639686 A JP25639686 A JP 25639686A JP H0323701 B2 JPH0323701 B2 JP H0323701B2
- Authority
- JP
- Japan
- Prior art keywords
- box culvert
- strain
- connecting member
- ready
- culvert
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
Landscapes
- Sewage (AREA)
Description
【発明の詳細な説明】
〔産業上の利用分野〕
この発明は暗渠、地下道等の既製のボツクスカ
ルバートを連結してなつた構造物に関する。DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] This invention relates to a structure such as a culvert or an underground passage made by connecting ready-made box culverts.
ボツクスカルバートを相互に端面を突合せ連結
し形成した暗渠地下道等の構造物は地盤の不同沈
下が起ると多くの場合、ボツクスカルバート間の
連結部分が外れたり、破損し、止水性を損うこと
が多かつた。
In structures such as culverts and underground passages formed by connecting box culverts by butting their ends together, when uneven ground subsidence occurs, the connection between the box culverts often comes off or breaks, impairing water-stopping properties. There were many.
例えば第6図のごとく、地盤内所定間隔に支持
杭1を打込み、ボツクスカルバート2相互をプレ
ストレスを導入したPC鋼棒3で連結し暗渠を構
築した場合、支持杭1,1間の地盤に不同沈下が
起ると多くの場合支持杭1上のボツクスカルバー
ト2,2間の連結部に歪が集中し、第7図のごと
くボツクスカルバート2,2間に間〓4を生じ、
止水性が失なれる。これはPC鋼棒にプレストレ
スを導入し連結した場合でも、あるいは支持杭が
ない通常基盤の上に端面の凹凸相欠き部を嵌合し
連結したボツクスカルバートの場合でも発生す
る。 For example, as shown in Figure 6, if a culvert is constructed by driving support piles 1 into the ground at predetermined intervals and connecting box culverts 2 with prestressed PC steel bars 3, the ground between the support piles 1 and When uneven settlement occurs, in many cases, strain concentrates at the connection between the box culverts 2 and 2 on the support pile 1, creating a gap 4 between the box culverts 2 and 2 as shown in Figure 7.
The water stop property can be lost. This occurs even when prestress is introduced into the prestressed steel bars and they are connected, or when box culverts are connected by fitting the uneven edges of the ends onto a regular foundation without support piles.
この発明は上記事情に鑑みなされたものであ
る。その目的は地盤同沈下が起つてその歪を吸収
し、止水性が低下することのないボツクスカルバ
ート連結構造物を提案するにある。 This invention was made in view of the above circumstances. The purpose is to propose a box culvert connected structure that absorbs the strain caused by ground subsidence and does not reduce its water-stopping properties.
このボツクスカルバート連結構造物は、複数の
既製ボツクスカルバートを連結してなる構造物に
おいて、ボツクスカルバートの一部は既製の歪吸
収性ボツクスカルバートで置換してあり、前記歪
吸収性ボツクスカルバートは幅方向に沿い切断し
た2分割体を可撓性連結材で連結してなり、可撓
性連結材は中空環状体とその両面側から張出した
環状のアンカー片からなり、このアンカー片は前
記対向する2分割端面内に埋設してあることを特
徴とする。
This box culvert connection structure is a structure formed by connecting a plurality of ready-made box culverts, in which a part of the box culvert is replaced with a ready-made strain-absorbing box culvert, and the strain-absorbing box culvert is arranged in the width direction. It is made by connecting two halves cut along the direction with a flexible connecting member, and the flexible connecting member consists of a hollow annular body and annular anchor pieces projecting from both sides of the hollow annular body, and these anchor pieces are connected to the opposite two parts. It is characterized by being buried within the split end face.
この構造物は、既製ボツクスカルバートの一部
をある割合、あるいは間隔で、2分割体を可撓性
連結材で連結した歪吸収性のボツクスカルバート
で置換し構成されているので、不同沈下等が起こ
つた場合、その歪を歪吸収性ボツクスカルバート
の可撓性連結材で吸収することができ、構造物に
損傷が起りがたく、止水性を失うことも起りがた
い。
This structure is constructed by replacing a part of the prefabricated box culvert with a strain-absorbing box culvert, which is made by connecting two halves with a flexible connecting material, at a certain rate or at intervals, so uneven settlement etc. If such a strain occurs, the strain can be absorbed by the flexible connecting material of the strain-absorbing box culvert, and the structure is unlikely to be damaged or lose its watertightness.
この構造物は、既製のボツクスカルバートの一
部を既製の歪吸収性ボツクスカルバートで置換す
るのみで、現場における可撓性連結材による複雑
な連結作業を必要とせず、単にボツクスカルバー
ト間をPC鋼棒で連結したり、あるいは端面の凹
凸相欠部を嵌合する等し、連結して構築し、歪吸
収機能を確実に発揮できる。 This structure simply replaces a part of the ready-made box culvert with a ready-made strain-absorbing box culvert, and does not require complicated connection work using flexible connecting materials on site. They can be constructed by connecting them by connecting them with rods, or by fitting the concave and convex portions of the end faces, and can reliably exert their strain absorption function.
歪吸収性ボツクスカルバートは工場で製造する
ので、現場打設のもの、あるいは現場で可撓性連
結材で連結した場合に比べ、品質の信頼性が高
く、かつ、低コストで得られる。 Since strain-absorbing box culverts are manufactured in a factory, they are more reliable in quality and can be obtained at lower cost than those cast on-site or connected using flexible connecting materials on-site.
可撓性連結材7は可撓性を有し、中央の中空環
状体8はその中空部により変形量が大きく、2分
割体6,6間の間〓4の変形によく追随し伸縮し
て、大きな歪吸収能力を発揮する。また中空環状
体8の両面側に張出した環状のアンカー片9は2
分割体6の端面内に埋込まれてあり、環状体8を
強固に係止し連結部分の破損を防止する。 The flexible connecting member 7 has flexibility, and the central hollow annular body 8 has a large amount of deformation due to its hollow portion, and expands and contracts by closely following the deformation of the 4 part between the two divided bodies 6, 6. , exhibits great strain absorption ability. Further, the annular anchor pieces 9 extending from both sides of the hollow annular body 8 are 2
It is embedded in the end face of the divided body 6 and firmly locks the annular body 8 to prevent damage to the connecting portion.
以下図示する実施例により説明する。第1,
2,3図はこのボツクスカルバート構造物の一部
を構成する既製の歪吸収性ボツクスカルバート5
であり、断面方形をなし、その長さ方向中央部に
おいて、幅方向に沿い切断した2分割体6,6か
らなつている。この2分割体6,6は対向する四
角環状をなす端面間に配した四角環状の可撓性連
結材7で連結してある。この連結材7はゴムある
いは可撓性が大きいプラスチツク等の可撓性材料
からつくられ、断面方形の中空環状体8とその両
面側から張出した環状のアンカー片9,9とから
なる。両面側のアンカー片9はそれぞれ対向する
2分割体6の端面内に埋込まれ、中空環状体8は
端面間に挟まれ位置する。
This will be explained below with reference to the illustrated embodiments. 1st,
Figures 2 and 3 show a ready-made strain-absorbing box culvert 5 that forms part of this box culvert structure.
It has a rectangular cross section and is made up of two halves 6, 6 cut along the width direction at the central part in the length direction. The two halves 6, 6 are connected by a square annular flexible connecting member 7 disposed between opposing square annular end faces. The connecting member 7 is made of a flexible material such as rubber or highly flexible plastic, and consists of a hollow annular body 8 with a square cross section and annular anchor pieces 9 extending from both sides of the hollow annular body 8. The anchor pieces 9 on both sides are embedded in the end faces of the opposing two-part body 6, and the hollow annular body 8 is sandwiched between the end faces.
このように2分割体6,6を連結した連結材7
の内、外側端面間には環状帯片10,10をその
両側縁をそれぞれ端面内に埋込み係止して配して
あり、端面間の空〓は閉塞されている。なお、環
状帯片10は薄鉄板等からなり、第3図のごとく
アンカー11で端面内に係止してもよい。また、
連結材7の内外側の端面間空〓に剛性の低い充填
材類を充填し閉塞することもできる。このように
空〓を閉塞することにより、連結材7が周囲の土
砂あるいはボツクスカルバート内の流水に接触す
るのを防止できる。 The connecting member 7 that connects the two divided bodies 6, 6 in this way
Between the outer end faces, annular strips 10, 10 are disposed with both side edges thereof embedded and locked in the end faces, respectively, and the space between the end faces is closed. Incidentally, the annular strip 10 may be made of a thin iron plate or the like, and may be secured within the end surface with an anchor 11 as shown in FIG. Also,
It is also possible to fill the space between the inner and outer end surfaces of the connecting member 7 with a filler material having low rigidity to close it. By closing the air space in this way, it is possible to prevent the connecting member 7 from coming into contact with surrounding earth and sand or running water in the box culvert.
連結材7の中空環状体8は前記した断面方形の
もののほか、第4図a,b,c,dのごとく断面
が楕円形、八角形、長楕円あるいは長四角であつ
てもよい。 The hollow annular body 8 of the connecting member 7 may have an elliptical, octagonal, oblong elliptical or rectangular cross section as shown in FIGS. 4a, b, c and d, in addition to the above-described square cross section.
第5図は既製の歪吸収性ボツクスカルバート5
の両端に既製のボツクスカルバート2を連結して
なるこの発明になる構造物である。歪吸収性ボツ
クスカルバート5はその中央の連結材7部分を支
持杭1上に載置し、前後の2分割体6,6に連続
するボツクスカルバート2をプレストレストを導
入したPC鋼棒3で連結構成されている。 Figure 5 shows a ready-made strain-absorbing box culvert 5.
This is a structure according to the present invention, in which ready-made box culverts 2 are connected to both ends of the box culvert. The strain-absorbing box culvert 5 has its central connecting member 7 placed on the support pile 1, and the box culvert 2, which is continuous with the front and rear halves 6, 6, is connected by a prestressed PC steel bar 3. has been done.
この構造物は支持杭1,1間に地盤の不同沈下
が起つた場合、連結材7が伸長あるいは収縮し、
2分割体6,6間を連結材7で閉塞した状態で曲
がり、破損したり止水性を損なうことなく、歪を
吸収できる。 In this structure, when uneven ground settlement occurs between the support piles 1 and 1, the connecting member 7 expands or contracts.
It bends with the connecting member 7 closing between the two divided bodies 6, 6, and can absorb distortion without damaging or impairing water-stopping properties.
このボツクスカルバート5は支持杭1上に載置
して配置するほか、支持杭1,1間の中央部分、
あるいは支持杭を建込まず捨コンクリート、栗石
等からなる基礎上にボツクスカルバートを配置し
暗渠地下道等を構築るう際、所定間〓を保ち配置
し、地盤の不同沈下の発生に対処することができ
る。 In addition to placing the box culvert 5 on the support pile 1, the box culvert 5 is placed in the central part between the support piles 1,
Alternatively, when constructing a culvert underground passage by placing box culverts on a foundation made of concrete, chestnut stone, etc. without erecting support piles, it is possible to prevent uneven settlement of the ground by arranging them at a specified distance. can.
なお、実施例の歪吸収性ボツクスカルバートの
環状帯片10は端面間の変形に応じ変形するが、
変形量が大きい場合は脱落する。 Note that the annular strip 10 of the strain-absorbing box culvert of the embodiment deforms according to the deformation between the end faces.
If the amount of deformation is large, it will fall off.
この発明は以上の通りであり、この構造物は歪
吸収性ボツクスカルバートを一部に用い構成して
あるので地盤の不同沈下の歪を吸収し、止水性の
低下や破損を防止することができる。また既製の
ボツクスカルバートを連結するのみで構築でき、
作業性よく、信頼性の高い構築物とすることがで
きる。
This invention is as described above, and since this structure is constructed using a strain-absorbing box culvert in part, it can absorb the strain caused by uneven ground subsidence and prevent a decrease in water-stopping performance and damage. . It can also be constructed by simply connecting ready-made box culverts.
A highly reliable structure with good workability can be obtained.
第1,2,3図は実施例の歪吸収性ボツクスカ
ルバートを示すものであり、第1図は縦断面図、
第2図はA−A断面図、第3図は2分割体連結部
の拡大断面図、第4図a,b,c,dはそれぞれ
連結材の変形例の断面図、第5図は実施例のボツ
クスカルバート連結構造物であつて、地盤の不同
沈下による歪を吸収した状態の縦断面図、第6,
7図は従来のボツクスカルバート連結構造物、お
よび不同沈下により曲り止水性が失なわれた状態
の側面図である。
1……支持杭、2……ボツクスカルバート、3
……PC鋼棒、4……間〓、5……歪吸収性ボツ
クスカルバート、6……2分割体、7……連結
材、8……中空環状体、9……アンカー片、10
……環状帯片、11……アンカー。
Figures 1, 2, and 3 show the strain-absorbing box culvert of the example, and Figure 1 is a longitudinal cross-sectional view;
Fig. 2 is a sectional view taken along the line A-A, Fig. 3 is an enlarged sectional view of the connecting portion of the two-part body, Fig. 4 a, b, c, and d are sectional views of modified examples of the connecting member, and Fig. 5 is the actual implementation. Vertical cross-sectional view of the example box culvert connected structure in a state where strain due to uneven ground settlement has been absorbed, No. 6,
FIG. 7 is a side view of a conventional box culvert connection structure and a state in which water-stopping properties have been lost due to uneven settlement. 1... Support pile, 2... Box culvert, 3
...PC steel bar, 4 ... space, 5 ... strain-absorbing box culvert, 6 ... two-part body, 7 ... connection material, 8 ... hollow annular body, 9 ... anchor piece, 10
...Annular strip, 11...Anchor.
Claims (1)
る構造物において、ボツクスカルバートの一部は
既製の歪吸収性ボツクスカルバートで置換してあ
り、前記歪吸収性ボツクスカルバートは幅方向に
沿い切断した2分割体を可撓性連結材で連結して
なり、可撓性連結材は中空環状体とその両面側か
ら張出した環状のアンカー片からなり、このアン
カー片は前記対向する2分割体端面内に埋設して
あることを特徴とするボツクスカルバート連結構
造物。1 In a structure formed by connecting a plurality of ready-made box culverts, a part of the box culvert is replaced with a ready-made strain-absorbing box culvert, and the strain-absorbing box culvert is a two-part body cut along the width direction. are connected by a flexible connecting member, and the flexible connecting member consists of a hollow annular body and annular anchor pieces protruding from both sides of the hollow annular body, and the anchor pieces are embedded in the end faces of the opposing two-part body. A box culvert connection structure characterized by:
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP25639686A JPS63110327A (en) | 1986-10-28 | 1986-10-28 | Box culvert |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP25639686A JPS63110327A (en) | 1986-10-28 | 1986-10-28 | Box culvert |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS63110327A JPS63110327A (en) | 1988-05-14 |
| JPH0323701B2 true JPH0323701B2 (en) | 1991-03-29 |
Family
ID=17292092
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP25639686A Granted JPS63110327A (en) | 1986-10-28 | 1986-10-28 | Box culvert |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS63110327A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2013142239A (en) * | 2012-01-10 | 2013-07-22 | Kobelco Contstruction Machinery Ltd | Construction machine |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0282129A (en) * | 1988-09-19 | 1990-03-22 | Nippon Pressed Concrete Co Ltd | Method and device for hydraulic test of box culvert flexible joint |
| JP7269566B2 (en) * | 2019-04-26 | 2023-05-09 | ベルテクス株式会社 | pipeline structure |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5916063Y2 (en) * | 1975-06-24 | 1984-05-11 | ジューキ株式会社 | sewing machine transmission device |
| JPS61121285U (en) * | 1985-01-17 | 1986-07-31 |
-
1986
- 1986-10-28 JP JP25639686A patent/JPS63110327A/en active Granted
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2013142239A (en) * | 2012-01-10 | 2013-07-22 | Kobelco Contstruction Machinery Ltd | Construction machine |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS63110327A (en) | 1988-05-14 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US6427402B1 (en) | Pile systems and methods | |
| US3352120A (en) | Reinforced concrete pile | |
| JPH0323701B2 (en) | ||
| CN215210979U (en) | Underground prefabricated part and underground continuous structure | |
| JP2005023570A (en) | Pile for underpass side wall and water cut-off method of underpass side wall | |
| JP2631242B2 (en) | Water stop fittings for steel pipe piles | |
| JP2548634B2 (en) | Underwater structure using underwater ground driving member | |
| JPH06137065A (en) | Conjunction of new precast material members and new concrete wall member | |
| KR20030053637A (en) | Structures and reinforcement method of corrugated steel plate using T-shaped beam | |
| KR102249354B1 (en) | Double composite box girder with separate pouring bottom concrete structure and the construction method therefor | |
| JP4543268B2 (en) | Liquefaction prevention structure | |
| JP2891670B2 (en) | Flexible joint structure of concrete product and concrete product having the flexible joint structure | |
| JP2964127B2 (en) | How to build a basement | |
| JP3126676B2 (en) | Joint structure of joint groove and joint frame | |
| JP3832606B2 (en) | Oval hollow cylinder | |
| KR20050073777A (en) | Pile for method of ground improvement, and method for manufacturing the same | |
| JPH084033A (en) | Construction method of the pressure barrier against the outer perimeter of the building | |
| JPH0359300A (en) | Synthetic segment | |
| JPH042187Y2 (en) | ||
| JPH0726430B2 (en) | Concrete block construction method | |
| JPH0349199Y2 (en) | ||
| JPH03161607A (en) | Cutter pipe for levee | |
| JPS6115236B2 (en) | ||
| JPS6149022A (en) | Concrete composite foundation pile | |
| JPH0545661Y2 (en) |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| EXPY | Cancellation because of completion of term |