JPH10252008A - Pavement plate connection structure - Google Patents
Pavement plate connection structureInfo
- Publication number
- JPH10252008A JPH10252008A JP9061605A JP6160597A JPH10252008A JP H10252008 A JPH10252008 A JP H10252008A JP 9061605 A JP9061605 A JP 9061605A JP 6160597 A JP6160597 A JP 6160597A JP H10252008 A JPH10252008 A JP H10252008A
- Authority
- JP
- Japan
- Prior art keywords
- paving slabs
- pavement
- connecting rod
- filler
- arc
- 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.)
- Pending
Links
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
Landscapes
- Road Paving Structures (AREA)
Abstract
(57)【要約】
【課題】 舗装版の荷重変動、温度変化等に対して連結
部分の耐久性を向上する。
【解決手段】 互いに連結される両側の舗装版1、1
に、弧状の連結孔2、2を両舗装版1、1の接合端面で
連通させて各舗装版1、1の上表面に開口させて形成
し、連結孔2、2内に、弧状の連結棒10を、両舗装版
1、1に跨がって挿通し、充填材9により埋設固定す
る。連結棒10は、弧状の構造材11と、構造材11の
両端に装着された可撓性を有する塊状のクッション材1
3、13と、構造材11の外周に装着された可撓性を有
する筒状の被覆材12とをもって形成する。連結棒10
の構造材11の振動、変位等を被覆材12、クッション
材13、13により吸収し、充填材9の亀裂の発生等を
防止する。
(57) [Summary] [PROBLEMS] To improve the durability of a connecting portion against a load fluctuation, a temperature change, and the like of a pavement plate. SOLUTION: The paving slabs 1, 2 on both sides which are connected to each other.
In addition, arcuate connection holes 2 and 2 are formed so as to open at the upper surface of each of the paving slabs 1 and 1 by connecting them at the joining end faces of the paving slabs 1 and 1, and arcuate connections are formed in the connection holes 2 and 2. The rod 10 is inserted across the two paving slabs 1, 1 and embedded and fixed by the filler 9. The connecting rod 10 includes an arc-shaped structural member 11 and a flexible massive cushion member 1 attached to both ends of the structural member 11.
3, 13 and a flexible tubular covering material 12 attached to the outer periphery of the structural material 11. Connecting rod 10
Vibration, displacement and the like of the structural material 11 are absorbed by the covering material 12 and the cushion materials 13, 13, thereby preventing the filler 9 from cracking.
Description
【0001】[0001]
【発明の属する技術分野】本発明は、プレキャストコン
クリート舗装版又は場所打ちコンクリート舗装版を路盤
上に敷設して道路や空港のエプロン、滑走路等の舗装面
を形成する場合の舗装版の連結構造に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a connecting structure of a pavement slab when a precast concrete pavement or a cast-in-place concrete pavement is laid on a roadbed to form a pavement surface such as an apron or a runway of a road or an airport. About.
【0002】[0002]
【従来の技術】従来、道路や空港のエプロン、滑走路等
の舗装は、耐久性が優れていること、沈下、破損等に対
して補修や交換が可能なことなどから、プレストレスト
・プレキャストコンクリート舗装版が広く採用されてい
る。これらの舗装版は、製造上、施工上大きさが制限さ
れることや、温度変化による伸縮に対応するために、複
数の舗装版を連結して、所定の長さ、面積の舗装面を形
成するようになっている。2. Description of the Related Art Conventionally, pavements such as aprons and runways at roads and airports have excellent durability, and can be repaired or replaced for settlement, breakage, and the like. Editions are widely adopted. In order to cope with expansion and contraction due to temperature changes, these pavement plates form a pavement surface of a predetermined length and area by connecting a plurality of pavement plates in order to cope with expansion and contraction due to temperature change. It is supposed to.
【0003】このような舗装版の連結構造として、特開
昭56−167005号公報、特開昭56−16700
6号公報、特開昭56−167007号公報等に開示さ
れた連結構造では、各舗装版に接合端面と上表面とに両
端を開口させた弧状の連結孔を所定の間隔で複数形成
し、両側の舗装版の接合端面を当接させて、両者の連結
孔を整合、連通させ、この連結孔内に、弧状の鋼材等の
連結棒を両者に跨って挿通し、更に、モルタル等の充填
材を充填、固化させて連結棒を埋設、固定して、両側の
舗装版を相互に連結している。[0003] Japanese Patent Application Laid-Open No. 56-167005 and Japanese Patent Application Laid-Open No.
No. 6, JP-A-56-167007, etc., in the connection structure disclosed in each of the paving slabs, a plurality of arc-shaped connection holes having both ends opened at the joining end surface and the upper surface at predetermined intervals, The connecting end faces of the paving slabs on both sides are brought into contact with each other to align and communicate the connecting holes, and a connecting rod such as an arc-shaped steel material is inserted into the connecting holes across the two, and further filled with mortar or the like. The material is filled and solidified, the connecting rods are buried and fixed, and the paving slabs on both sides are connected to each other.
【0004】[0004]
【発明が解決しようとする課題】上述の舗装版の連結構
造は、連結孔内への連結棒の挿通、充填材の充填等の作
業を舗装版の上表面から行えること等から、効率的に施
工を行うことができる。しかし、施工後経年とともに、
舗装版の上表面に露出した充填材が、破損、剥落して、
舗装版の上表面に凹陥部が生じるという不具合が散見さ
れるようになってきた。The above-described pavement plate connecting structure can efficiently perform operations such as insertion of a connecting rod into a connecting hole and filling of a filler from the upper surface of the pavement plate. Construction can be performed. However, with age after construction,
The filler exposed on the upper surface of the pavement plate breaks and peels off,
A defect that a concave portion is formed on the upper surface of the paving slab has been scattered.
【0005】このような破損のメカニズムとしては、例
えば、図3に示すように、舗装版1、1への荷重変動に
よる振動、伸縮等の繰り返しによって、連結孔2、2内
の連結棒7と充填材9の付着が切れ、連結棒7の振動、
変位等により充填材9に亀裂等が発生、進行し、図3
(a)、(b)に示すように、充填材9の端部が連結孔
2、2から舗装版1、1の上表面に突出して、この突出
部分が走行車両等により磨耗、破損し、このような充填
材9の端部の突出、破損が繰り返されて、図3(c)に
示すように、舗装版1、1の上表面に凹陥部が生じると
考えられる。As a mechanism of such damage, for example, as shown in FIG. 3, the connecting rods 7 in the connecting holes 2 and 2 are repeatedly caused by repeated vibrations and expansions and contractions due to load fluctuations on the pavement plates 1 and 1. The adhesion of the filler 9 is cut off, and the connecting rod 7 vibrates,
A crack or the like is generated in the filler 9 due to displacement or the like, and the crack 9 progresses.
As shown in (a) and (b), the end of the filler 9 protrudes from the connection holes 2 and 2 to the upper surface of the paving slabs 1 and 1, and this protruding portion is worn and broken by a traveling vehicle or the like. It is considered that the protrusion and breakage of the end portion of the filler 9 are repeated, and a concave portion is formed on the upper surface of the pavement plates 1 and 1 as shown in FIG.
【0006】また、このようなメカニズムが更に進行す
ると、舗装版の上表面への凹陥部の発生に止まらず、連
結孔内の充填材が粉砕されて、雨水の流入などで充填材
が流出し、連結機能や剪断力伝達機能も失われ、舗装版
そのものの破壊に到ると考えられる。Further, when such a mechanism further proceeds, not only the occurrence of a recess on the upper surface of the pavement plate, the filler in the connection hole is crushed, and the filler flows out due to rainwater inflow or the like. However, the connection function and the shearing force transmission function are also lost, and it is considered that the pavement plate itself is destroyed.
【0007】本発明は、このような従来の問題に鑑み、
施工作業性を損なうことなく、舗装版の荷重変動、温度
変化等に対して連結部分の耐久性を一層向上した舗装版
の連結構造の提供を目的としたものである。The present invention has been made in view of such a conventional problem,
It is an object of the present invention to provide a pavement plate connection structure in which the durability of a connection portion is further improved with respect to load fluctuation, temperature change, and the like of the pavement plate without impairing workability.
【0008】[0008]
【課題を解決するための手段】上述の如き従来の問題を
解決し、所期の目的を達成するための本発明の特徴は互
いに連結される両側の舗装版に、弧状の連結孔が前記両
舗装版の接合端面で連通して前記各舗装版の上表面に開
口して形成され、前記連結孔内に、弧状の連結棒が、前
記両舗装版に跨がって挿通され、充填材により埋設固定
されてなる舗装版の連結構造において、前記連結棒は、
弧状の構造材と、前記構造材の両端に装着された可撓性
を有する塊状のクッション材と、前記構造材の外周に装
着された可撓性を有する筒状の被覆材とからなることに
ある。SUMMARY OF THE INVENTION In order to solve the conventional problems as described above and to achieve the intended object, a feature of the present invention is to provide an arc-shaped connecting hole in both paving slabs connected to each other. Opened at the upper surface of each of the paving slabs communicating with the joint end surface of the paving slab, and formed in the connection hole, an arc-shaped connecting rod is inserted across the two paving slabs, and is filled with filler. In the connection structure of the paved slab buried and fixed, the connection rod,
An arc-shaped structural material, a flexible massive cushion material mounted on both ends of the structural material, and a flexible tubular covering material mounted on the outer periphery of the structural material. is there.
【0009】[0009]
【発明の実施の形態】次に本発明の実施の形態を図1、
2について説明する。FIG. 1 is a block diagram showing an embodiment of the present invention.
2 will be described.
【0010】図において、1はプレキャストコンクリー
ト舗装版であり、各舗装版1には、接合端面と上表面と
に両端を開口させた弧状の連結孔2が、所定の間隔で複
数形成されている。そして、互いに連結される両側の舗
装版1、1は、接合端面を当接させて路盤上に設置さ
れ、接合端面で両者の連結孔2、2を整合、連通させて
おり、この連通した連結孔2、2内に、弧状の連結棒1
0を両者に跨って挿通し、更に、モルタル等の充填材9
を充填、固化させることにより、連結棒10を埋設、固
定して、相互に連結されるようになっている。In the drawing, reference numeral 1 denotes a precast concrete paving slab, and each paving slab 1 is formed with a plurality of arc-shaped connecting holes 2 having both ends opened at a joint end face and an upper surface at predetermined intervals. . The paving slabs 1 and 1 on both sides which are connected to each other are installed on the roadbed with their joining end faces in contact with each other, and the connecting holes 2 and 2 are aligned and communicated at the joining end faces. An arc-shaped connecting rod 1 is provided in the holes 2 and 2.
0 over the both, and further, a filler 9 such as mortar or the like.
By filling and solidifying, the connecting rods 10 are buried, fixed and connected to each other.
【0011】そして、連結棒10は、弧状の構造材11
と、構造材11の外周に装着された可撓性を有する筒状
の被覆材12と、構造材11の両端に装着された可撓性
を有する塊状のクッション材13、13とからなってい
る。The connecting rod 10 is formed of an arcuate structural material 11.
And a flexible tubular covering material 12 attached to the outer periphery of the structural material 11 and flexible massive cushioning materials 13 attached to both ends of the structural material 11. .
【0012】連結棒10は、例えば、構造材11を構成
する弧状に加工した丸鋼(SR235)を、被覆材12
を構成する熱収縮性合成樹脂チューブ(ミリオンチュー
ブ:(株)共和の商品名)の中に挿入し、トーチランプ
などで均一に加熱して丸鋼と熱収縮性合成樹脂チューブ
とを密着させ、その両端をクッション材13、13を構
成する発泡ウレタンで封止して一体化することにより、
好適に形成することができる。The connecting rod 10 is made of, for example, an arc-shaped round steel (SR235) constituting the structural material 11 and a covering material 12.
Into a heat-shrinkable synthetic resin tube (Million Tube: trade name of Kyowa Co., Ltd.), and heat it evenly with a torch lamp or the like to bring the round steel and the heat-shrinkable synthetic resin tube into close contact with each other. By sealing and integrating the two ends with urethane foam constituting the cushion members 13, 13,
It can be suitably formed.
【0013】なお、連結棒10の構造材11は、一定の
強度を備えていれば丸鋼に限られず、また、クッション
材13、13は、一定の可撓性を備えていれば発泡ウレ
タンに限られない。また、被覆材12は、構造材11を
被覆し、両端のクッション材13,13を保持可能であ
れば熱収縮性合成樹脂チューブに限られず、また、必ず
しも構造材11と密着させなくてもよい。The structural material 11 of the connecting rod 10 is not limited to round steel as long as it has a certain strength, and the cushion members 13 are made of urethane foam if they have a certain flexibility. Not limited. The covering material 12 is not limited to the heat-shrinkable synthetic resin tube as long as the covering material 12 covers the structural material 11 and can hold the cushion members 13 at both ends, and does not necessarily have to be in close contact with the structural material 11. .
【0014】このように構成される舗装版の連結構造に
おいては、従来と同様に、舗装版1、1…の上表面側か
ら連結孔2、2内へ連結棒10の挿通、充填材9の充填
等の作業を行うことができるので、効率的に施工を行う
ことができる。更に、舗装版1、1…の荷重変動、温度
変化等に対して、連結棒10が被覆材12、クッション
材13、13により柔軟性を発揮し、構造材11の振
動、変位等が被覆材12、クッション材13、13によ
り吸収されて充填材9の亀裂の発生等を防止するので、
耐久性が一層向上する。In the thus-structured pavement plate connecting structure, the connecting rod 10 is inserted into the connecting holes 2 and 2 from the upper surface side of the pavement plates 1, 1. Since work such as filling can be performed, construction can be performed efficiently. Further, the connecting rod 10 exerts flexibility by the covering material 12 and the cushioning materials 13 and 13 against load fluctuation, temperature change and the like of the pavement slabs 1, 1. 12, since it is absorbed by the cushioning materials 13 and 13 to prevent cracking of the filler material 9 and the like,
The durability is further improved.
【0015】なお、上述の実施の形態では、連結される
舗装版がプレキャストコンクリートにより形成されたも
のである場合について述べたが、連結される舗装版は現
場打ちコンクリートにより形成されたものでもよい。In the above-described embodiment, a case has been described where the pavement slab to be connected is formed of precast concrete. However, the pavement slab to be connected may be formed of cast-in-place concrete.
【0016】[0016]
【発明の効果】上述のように、本発明に係る舗装版の連
結構造は、互いに連結される両側の舗装版に跨って両者
の連結孔に埋設固定される連結棒を、弧状の構造材と、
構造材の両端に装着された可撓性を有する塊状のクッシ
ョン材と、構造材の外周に装着された可撓性を有する筒
状の被覆材とをもって形成することによって、舗装版の
荷重変動、温度変化等に対して、連結棒が柔軟性を発揮
し、連結部分の耐久性を向上することができる。As described above, the connecting structure for paving slabs according to the present invention comprises a connecting rod buried and fixed in both connecting holes over both paving slabs connected to each other and an arc-shaped structural material. ,
By forming with a flexible massive cushion material attached to both ends of the structural material and a flexible tubular covering material attached to the outer periphery of the structural material, the load fluctuation of the pavement plate, The connecting rod exhibits flexibility against temperature changes and the like, and the durability of the connecting portion can be improved.
【図1】 本発明に係る舗装版の連結構造の実施の形態
を示す縦断面図である。FIG. 1 is a longitudinal sectional view showing an embodiment of a pavement plate connecting structure according to the present invention.
【図2】 図1中の連結棒の拡大縦断面図である。FIG. 2 is an enlarged vertical sectional view of a connecting rod in FIG.
【図3】 従来の舗装版の連結構造における破壊の進行
過程を示す縦断面図である。FIG. 3 is a vertical cross-sectional view showing the progress of destruction in a conventional pavement plate connection structure.
1 舗装版 2 連結孔 9 充填材 10 連結棒 11 構造材 12 被覆材 13 クッション材 DESCRIPTION OF SYMBOLS 1 Pavement plate 2 Connecting hole 9 Filler 10 Connecting rod 11 Structural material 12 Coating material 13 Cushion material
【手続補正書】[Procedure amendment]
【提出日】平成9年5月12日[Submission date] May 12, 1997
【手続補正1】[Procedure amendment 1]
【補正対象書類名】明細書[Document name to be amended] Statement
【補正対象項目名】発明の名称[Correction target item name] Name of invention
【補正方法】追加[Correction method] Added
【補正内容】[Correction contents]
【書類名】 明細書[Document Name] Statement
【発明の名称】 舗装版の連結構造[Title of the Invention] Pavement plate connection structure
Claims (1)
の連結孔が前記両舗装版の接合端面で連通して前記各舗
装版の上表面に開口して形成され、前記連結孔内に、弧
状の連結棒が、前記両舗装版に跨がって挿通され、充填
材により埋設固定されてなる舗装版の連結構造におい
て、 前記連結棒は、弧状の構造材と、前記構造材の両端に装
着された可撓性を有する塊状のクッション材と、前記構
造材の外周に装着された可撓性を有する筒状の被覆材と
からなることを特徴とする舗装版の連結構造。An arc-shaped connecting hole is formed in both paving slabs connected to each other at the joint end faces of the two paving slabs and is opened at the upper surface of each of the paving slabs. In a pavement plate connecting structure in which an arc-shaped connecting rod is inserted across the two pavement plates and buried and fixed by a filler, the connecting rod includes an arc-shaped structural material and both ends of the structural material. A pavement plate connecting structure, comprising: a lump-shaped cushion material having flexibility attached to a structural member; and a tubular covering material having flexibility attached to an outer periphery of the structural material.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9061605A JPH10252008A (en) | 1997-03-17 | 1997-03-17 | Pavement plate connection structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9061605A JPH10252008A (en) | 1997-03-17 | 1997-03-17 | Pavement plate connection structure |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH10252008A true JPH10252008A (en) | 1998-09-22 |
Family
ID=13175974
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP9061605A Pending JPH10252008A (en) | 1997-03-17 | 1997-03-17 | Pavement plate connection structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH10252008A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2015124524A (en) * | 2013-12-26 | 2015-07-06 | 株式会社ピーエス三菱 | Connection structure of pavement slab |
CN109881551A (en) * | 2019-04-02 | 2019-06-14 | 天津市丙辉建材科技开发有限公司 | A kind of concrete pavement slab and pavement construction method |
-
1997
- 1997-03-17 JP JP9061605A patent/JPH10252008A/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2015124524A (en) * | 2013-12-26 | 2015-07-06 | 株式会社ピーエス三菱 | Connection structure of pavement slab |
CN109881551A (en) * | 2019-04-02 | 2019-06-14 | 天津市丙辉建材科技开发有限公司 | A kind of concrete pavement slab and pavement construction method |
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