JPH02183001A - Drainage structure for bridge surface pavement having water-resistant layer - Google Patents
Drainage structure for bridge surface pavement having water-resistant layerInfo
- Publication number
- JPH02183001A JPH02183001A JP33470888A JP33470888A JPH02183001A JP H02183001 A JPH02183001 A JP H02183001A JP 33470888 A JP33470888 A JP 33470888A JP 33470888 A JP33470888 A JP 33470888A JP H02183001 A JPH02183001 A JP H02183001A
- Authority
- JP
- Japan
- Prior art keywords
- pavement
- water
- drainage
- waterproof layer
- resistant layer
- 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.)
- Granted
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 17
- 239000000463 material Substances 0.000 abstract description 18
- 239000000203 mixture Substances 0.000 abstract description 6
- 229920003051 synthetic elastomer Polymers 0.000 abstract description 5
- 239000005061 synthetic rubber Substances 0.000 abstract description 5
- 239000004744 fabric Substances 0.000 abstract description 4
- -1 meshes Substances 0.000 abstract description 3
- 239000004745 nonwoven fabric Substances 0.000 abstract description 3
- 229910001018 Cast iron Inorganic materials 0.000 abstract description 2
- 238000005096 rolling process Methods 0.000 abstract description 2
- 238000004299 exfoliation Methods 0.000 abstract 2
- 238000005056 compaction Methods 0.000 abstract 1
- 239000002982 water resistant material Substances 0.000 abstract 1
- 238000004078 waterproofing Methods 0.000 description 14
- 239000010426 asphalt Substances 0.000 description 10
- 239000011248 coating agent Substances 0.000 description 8
- 238000000576 coating method Methods 0.000 description 8
- 238000000034 method Methods 0.000 description 8
- 229920001971 elastomer Polymers 0.000 description 5
- 239000005060 rubber Substances 0.000 description 5
- 238000004065 wastewater treatment Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 3
- 239000002184 metal Substances 0.000 description 3
- 229910052751 metal Inorganic materials 0.000 description 3
- 229920000049 Carbon (fiber) Polymers 0.000 description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 239000004743 Polypropylene Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000011384 asphalt concrete Substances 0.000 description 2
- 239000004917 carbon fiber Substances 0.000 description 2
- 238000010073 coating (rubber) Methods 0.000 description 2
- 239000004567 concrete Substances 0.000 description 2
- 239000000835 fiber Substances 0.000 description 2
- PCHJSUWPFVWCPO-UHFFFAOYSA-N gold Chemical compound [Au] PCHJSUWPFVWCPO-UHFFFAOYSA-N 0.000 description 2
- 239000010931 gold Substances 0.000 description 2
- 229910052737 gold Inorganic materials 0.000 description 2
- 229920001155 polypropylene Polymers 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 229920002994 synthetic fiber Polymers 0.000 description 2
- 239000012209 synthetic fiber Substances 0.000 description 2
- 239000004952 Polyamide Substances 0.000 description 1
- 229920002978 Vinylon Polymers 0.000 description 1
- 239000011230 binding agent Substances 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 1
- 239000012466 permeate Substances 0.000 description 1
- 239000003208 petroleum Substances 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920002647 polyamide Polymers 0.000 description 1
- 229920000728 polyester Polymers 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
- 239000002351 wastewater Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Abstract
Description
【発明の詳細な説明】
(産業上の利用分路)
本発明は、道路橋、高架道路橋、高架駐車場等の防水層
?具備した橋面舗装体の排水構造に関する。更に詳しく
は、これら橋面舗装の各継手部と継手部の間に連続した
通水可能な排水案内路全役けて効果的に舗装面下部に滲
透する雨水の排水を行う防水層全具備した橋面舗装体の
排水構造に関するものである。[Detailed Description of the Invention] (Industrial Use Branch) The present invention provides waterproof layers for road bridges, elevated road bridges, elevated parking lots, etc. This invention relates to a drainage structure for a bridge pavement. More specifically, the bridge is equipped with a waterproof layer that effectively drains rainwater that seeps into the lower part of the pavement surface by functioning as a continuous water-permeable drainage guideway between each joint of the bridge surface pavement. This relates to the drainage structure of bridge pavement.
(従来技術)
最近では、橋面舗装?行う場合、床版の保護および舗装
体の破損防止の目的で、舗装に先立って、床版全防水し
たのち、その上に舗装を行うのが通例になっている。(Prior art) Recently, bridge surfaces have been paved? When this is done, it is customary to completely waterproof the slab before paving, and then pave on top of it, in order to protect the slab and prevent damage to the pavement.
防水方法には、シート系防水材によるもの、合成ゴム系
塗膜防水材によるもの、アスファルト系塗膜防水材によ
るもの、および舗装系塗膜防水材によるものなどがある
。しかし、このような手法で床版に防水層金膜け、その
上に舗装全構築した橋面舗装体は、防水層金施す目的と
は逆効果になることもある。即ち、舗装体を浸透してき
た雨水は、防水層で遮断されて縁石または地覆に沿った
防水層の上に溜シ、溜った水が舗装体を劣化させ舗装体
破損の原因になっている。したがって、舗装体を浸透、
してきた水は速やかに排除する必要があフ、排水処理対
策が防水層設置の成否を左右する重要な課題となってき
た。そこで、この排水処理対策として、橋面舗装体にお
ける伸縮装置(継手部)の壁面に排水口上聞けることに
より、石または地覆に隣接して設置した排水桝の側面に
排水口全開けることにより排水処理を行ってきた。また
床版に礼金あけ、その孔に排水パイプを埋込んで排水処
理?行ってきた例もある。Waterproofing methods include those using sheet-based waterproofing materials, those using synthetic rubber-based coating waterproofing materials, those using asphalt-based coating waterproofing materials, and those using pavement-based coating waterproofing materials. However, using this method to apply a waterproof layer of gold to the deck slab and then construct a bridge pavement entirely on top of that may have the opposite effect to the purpose of applying the waterproof layer. In other words, rainwater that permeates through the pavement is blocked by the waterproof layer and collects on the waterproof layer along the curb or ground cover, and the accumulated water deteriorates the pavement and causes damage to the pavement. . Therefore, it penetrates the pavement body,
It is necessary to promptly remove the water that has accumulated, and wastewater treatment measures have become an important issue that determines the success or failure of installing a waterproof layer. Therefore, as a measure to treat this wastewater, draining water can be drained by opening the drain port completely on the side of the drainage basin installed adjacent to the stone or ground cover, or by opening the drain port on the wall of the expansion and contraction device (joint part) of the bridge pavement. I've been processing it. Also, do you drill key money into the floor slab and embed a drainage pipe in the hole for drainage treatment? There are examples where this has been done.
(発明が解決しようとする問題点)
しかしながら、このような排水構造による排水処理では
、排水処理の形態としては点による排水処理になるため
、排水が不完全であり、排水桝附近の排水は可能であ、
っても、継手部と排水桝の間あるいは排水桝と排水桝の
間等における防水層上の水は排水されずに残って溜ると
いう欠点があった。そして、舗装体に剥離現象が生じ、
やがて舗装の破損へとつながる原因となっている。その
ため、点構造による排水処理でなく、線構造による排水
処理により、継手部と排水桝間あるいは排水桝と排水桝
間等の防水層上に溜った水金完全に排廃し、舗装体の剥
11i11k防ぎ、舗装体の破損?防止することが要望
されている。(Problem to be solved by the invention) However, in the wastewater treatment using such a drainage structure, since the form of wastewater treatment is point-based wastewater treatment, the drainage is incomplete, and drainage near the drainage basin is possible. So,
However, there is a drawback that water on the waterproof layer between the joint and the drainage basin or between the drainage basins remains and accumulates without being drained. Then, a peeling phenomenon occurs on the pavement,
This eventually leads to damage to the pavement. Therefore, by using wastewater treatment using a linear structure instead of a point structure, we can completely eliminate water and gold accumulated on the waterproof layer between joints and drainage basins, or between drainage basins, and peel off the pavement. Prevent and damage the pavement? There is a need to prevent this.
(問題点全解決するための手段)
本発明の目的は、このような要望に応えるものであって
、橋面舗装の各継手部と継手部の間全排水桝を介して排
水案内路で連結し、連続した排水路を設けて防水層上に
溜った水金完全に排除し舗装の剥離全防ぎ耐久性のある
舗装?維持するための侵れた橋面舗装の排水構造全提供
するものである。(Means for solving all problems) The purpose of the present invention is to meet such demands, and to connect each joint part of the bridge surface pavement with a drainage guideway through a drainage basin. Is it possible to create a durable pavement that completely eliminates water accumulated on the waterproof layer by providing a continuous drainage channel and completely prevents peeling of the pavement? Provides full drainage structure for maintaining eroded bridge pavement.
そして、本発明は、床版上に防水層を設けた橋面舗装体
において、その橋面舗装体の継手部と継手部との間にお
ける縁石または地覆と舗装体とが隣接する位置に沿って
防水層上面に通水可能な排水案内路ケ設け、その排水案
内路に排水桝?設けたこと全特徴とする防水層?具備し
た橋面舗装体の排水構造全要旨とするものである。In addition, the present invention provides a bridge surface pavement with a waterproof layer provided on the deck, along a position where a curb or ground cover and the pavement are adjacent to each other between the joints of the bridge surface pavement. A drainage guideway through which water can pass is provided on the top surface of the waterproof layer, and a drainage basin is placed in the drainage guideway. A waterproof layer that features all the features provided? This is a complete summary of the drainage structure of the bridge pavement provided.
(実施例)
次に本発明における防水層?具備した橋面舗装体の排水
構造全、図示実施例によって説明する。(Example) Next, what about the waterproof layer in the present invention? The entire drainage structure of the bridge surface pavement provided will be explained with reference to the illustrated embodiment.
図において、(1)は橋面の床版である。(2)は防水
層であって、プライムコート等?施して床版(1)上に
結合している。(3)は排水桝であって、防水層(2)
の上面に位置してその側面に排水口(4)を開けである
(第2図)。(5)は排水案内路であって、縁石または
地覆(6)と舗装体(7)とが隣接する位置に沿って防
水層(2)上面に設けられるものでちゃ、橋面舗装体の
継手部から排水桝(3)の排水口(4)との間および排
水桝(3)と排水桝(3)とにおける各排水口(41(
41との間を接続して連続した排水路全形成している。In the figure, (1) is the deck slab of the bridge surface. (2) is a waterproof layer, such as prime coat? is applied and bonded to the floor slab (1). (3) is a drainage basin, and the waterproof layer (2)
It is located on the top surface and has a drain hole (4) on the side (Figure 2). (5) is a drainage guideway, which is provided on the upper surface of the waterproof layer (2) along the position where the curb or ground cover (6) and the pavement (7) are adjacent; Between the joint part and the drain port (4) of the drainage basin (3), and between each drainage basin (3)
41 to form a continuous drainage channel.
舗装体(7)は加熱瀝青混合物舗装体であり、防水層(
2)および必要にL!ll排水案内路(5)の上に加熱
瀝青混合物?敷きならし、転圧して仕上げられる。(8
)は瀝青ゴム系目地材であって、縁石または地覆(6)
と舗装体(力との境界ニジ雨水等の浸入?防止するため
必要にニジシールするために設けられたものでちゃ、涯
青ゴム系加熱施工式注入目地材や成型品タイプの瀝青ゴ
ム系目地材等が用いられる。これらの目地材はプライマ
ーを施して用いられる。The pavement (7) is a heated bituminous mixture pavement and has a waterproof layer (
2) and necessary L! ll Heated bituminous mixture on top of the drainage guideway (5)? Finished by leveling and rolling. (8
) is a bituminous rubber joint material used for curbing or ground covering (6)
The boundary between the surface and the pavement (force) is a seal provided to prevent the infiltration of rainwater, etc., using a bituminous rubber-based heat-applied injection joint material or a molded bituminous rubber-based joint material. etc. These joint materials are used after applying a primer.
本発明でいう床版(1)とは、例えば道路橋、高架道路
橋、高架駐車場等のコンクリート床版あるいは鋼床版で
ある。The floor slab (1) as used in the present invention is, for example, a concrete floor slab or a steel deck slab of a road bridge, an elevated road bridge, an elevated parking lot, or the like.
本発明で使用される防水層(2)は、シート防水材によ
る防水層、合成ゴム系塗膜防水材による防水層、アスフ
ァルト系塗膜防水材による防水層、舗装系塗膜防水材に
よる防水層のいずれでもよい。The waterproof layer (2) used in the present invention includes a waterproof layer made of a sheet waterproof material, a waterproof layer made of a synthetic rubber coating waterproof material, a waterproof layer made of an asphalt coating waterproof material, and a waterproof layer made of a pavement coating waterproof material. Either of these is fine.
シート系防水材による防水方法には、シート系防水材を
貼り付けるのに、貼付用アスファルトi用いる方法(加
熱溶融したアスファルトで流し貼シする)とシート全加
熱しながら溶着させる方法がある。合成ゴム系塗膜防水
材による防水工法は、合成ゴムの塗布乾燥全繰返して何
層も重ねて防水塗膜全形成するものである。アスファル
ト系塗膜防水材による防水工法は、加熱溶融したゴム入
りアスファルト全1〜3回に分けて塗布し、その表面に
骨材を散布するものである。またその重ね塗りの間に、
網状シート全挿入することも行われている。舗装系塗膜
防水材による防水工法は、骨材、フィラーに対し、硬質
アスファルト(石油アスファルトにトリニダットレーキ
アスファルト全混合して用いる、その割合は6:4を標
準とする)を結合材とした加熱アスファルト混合物で施
工厚さ20m程度に舗設するものである。Waterproofing methods using sheet-based waterproofing materials include a method of using asphalt i for pasting (driving and pasting with heated and melted asphalt) and a method of welding the sheet while completely heating it. The waterproofing method using a synthetic rubber coating waterproofing material involves repeating the application and drying of synthetic rubber to form a complete waterproofing coating in multiple layers. The waterproofing method using an asphalt-based coating film waterproofing material is to apply heat-molten rubber-containing asphalt in one to three times, and then sprinkle aggregate on the surface. Also, during the layering,
Inserting the entire mesh sheet is also practiced. The waterproofing method using pavement coating waterproofing materials uses hard asphalt (a mixture of petroleum asphalt and Trinidad Lake asphalt, with a standard ratio of 6:4) as a binder for aggregate and filler. The pavement will be paved with a heated asphalt mixture to a thickness of approximately 20 m.
本発明で使用される排水桝は、従来の鋳鉄製あるいは鉄
製の排水桝が使用される。また、特別に設計加工した排
水桝を用いてもよい。The drainage basin used in the present invention is a conventional cast iron or iron drainage basin. Additionally, a specially designed drainage basin may be used.
本考案でいう排水案内路(5)は、網状布、メツシュ、
不織布、合成繊維製のペーパードレーン、ポリプロピレ
ンマット等を適宜の形状に細工して造られたもの全縁石
または地覆(6)に隣接して防水層(2)の上に設置し
て造られる。適宜の形状とは、例えば、細板状または帯
状などに加工し繋ぎ合わせ、あるいは重ね合わせて造ら
れる。これらの断面形状は厚さが3 %、 25 tr
ysで通常5〜20wR1巾は30〜150頚で通常5
0〜100m+a程度である。網状布、メツシュなどは
、例えばガラス繊維、有機繊維(天然、合成、人造など
t含む)、炭素繊維、金属繊維、金属線、プラスチック
などで造られた網状布、メツシュなどである。不織布は
、例えば、ポリエステル、ポリアミド、ポリプロピレン
、ビニロン等の合成繊維、炭素繊維等から造られたもの
である。The drainage guide path (5) in the present invention is a mesh cloth, mesh,
A non-woven fabric, a paper drain made of synthetic fiber, a polypropylene mat, etc., is worked into an appropriate shape.It is constructed by installing it on the waterproof layer (2) adjacent to the entire curb or ground covering (6). An appropriate shape is, for example, formed by processing into a thin plate shape or band shape and joining or overlapping them. These cross-sectional shapes are 3% thick and 25 tr
ys is usually 5-20w R1 width is 30-150 neck and usually 5
It is about 0 to 100m+a. The net-like cloth, mesh, etc. are, for example, net-like cloth, mesh, etc. made of glass fiber, organic fiber (including natural, synthetic, artificial, etc.), carbon fiber, metal fiber, metal wire, plastic, etc. The nonwoven fabric is made of, for example, synthetic fibers such as polyester, polyamide, polypropylene, and vinylon, carbon fibers, and the like.
上記のは力)、第3図に示すように防水#(2)の上面
から舗装体(力の上面に達する厚さ七有するブロックで
排水案内路(5)を形成することも、さらには、底面が
なく、一方の側面に適宜排水口?設けた金属製、合成樹
脂製の逆U字形暗渠として排水案内路(5)全形成する
こともできる。As shown in FIG. The drainage guide path (5) can also be entirely formed as an inverted U-shaped underdrain made of metal or synthetic resin without a bottom and with an appropriate drainage port provided on one side.
本発明で使用される舗装体(力は、通常橋面舗装に使用
される加熱瀝青混合物の舗装体である。例えばアスファ
ルトコンクリート、改質アスファルトコンクリートなど
である。このほか、通常使用される舗装体ばも利用でき
る。The pavement used in the present invention is a pavement of heated bituminous mixture which is usually used for bridge pavement, such as asphalt concrete, modified asphalt concrete, etc. Also available.
(発明の効果)
本発明における防水層全具備した橋面舗装体の排水構造
は、叙上のように構成されているので、次のような優れ
た特長、作用効果を有している。(Effects of the Invention) The drainage structure of the bridge surface pavement completely equipped with a waterproof layer according to the present invention is configured as described above, and therefore has the following excellent features and effects.
(イ)舗装表面の雨水等は、舗装体の勾配で縁石または
地覆側に沿って移動流出し、排水桝より排除されるが、
一部は舗装体を浸透して縁石また地覆に沿った附近の防
水層上に溜る。しかし、これらの水は、縁石または地覆
と舗装体との隣接位置に沿って連続した排水案内路が設
けられているため、この排水案内路に工って速やかに排
水桝の排水口に誘導され排水桝1通って排除されるので
、防水層と舗装体との間に水が溜ることがない。(b) Rainwater, etc. on the pavement surface moves along the slope of the pavement and flows out along the curb or ground cover side, and is removed from the drainage basin.
Some of it penetrates the pavement and accumulates on the nearby waterproof layer along the curb or ground cover. However, since a continuous drainage guideway is provided along the adjacent position between the curb or ground cover and the pavement, this water can be quickly guided to the drainage outlet of the drainage basin by constructing this drainage guideway. Since the water is removed through one drainage basin, water does not accumulate between the waterproof layer and the pavement.
(ロ) したがって、水の影響による舗装体の剥離やこ
れに起因する舗装体の破損がないので、舗装体の寿命、
耐久性、供用性が向上し優れた舗装体が維持される。(b) Therefore, since there is no peeling of the pavement due to the influence of water or damage to the pavement due to this, the lifespan of the pavement is
Durability and usability are improved, and an excellent pavement is maintained.
C→ 排水案内路は、その設置個所における舗装体上を
車両が走行、通過することが殆んどないので、破損した
シして排水機能を失う心配が全くない。C→ Since vehicles almost never drive or pass on the pavement at the location where the drainage guideway is installed, there is no fear that it will be damaged and lose its drainage function.
叙上のように、本発明の防水層を具備した橋面舗装体の
排水構造は、道路橋、高架道路橋、高架駐車場等の橋面
舗装の排水構造に好適である。As described above, the drainage structure for a bridge pavement provided with a waterproof layer according to the present invention is suitable for drainage structures for bridge pavements such as road bridges, elevated road bridges, and elevated parking lots.
図は本発明の実施例金示し、第1図F11部全切欠して
示した斜視図、第2図は排水案内路に沿った方向の縦断
側面図、第3図は排水案内路を横切る方向の縦断側面図
である。
図において(1)はコンクリート床版または鋼床版、(
2)は防水層、(3)は排水桝、(4)は排水口、(5
)は排水案内路、(6)は縁石または地覆、(7)は舗
装体、(8)は瀝青ゴム系目地材である。The figures show an embodiment of the present invention, Fig. 1 is a perspective view with part F11 completely cut away, Fig. 2 is a vertical side view in the direction along the drainage guideway, and Fig. 3 is a direction across the drainage guideway. FIG. In the figure, (1) is a concrete deck slab or a steel deck slab, (
2) is a waterproof layer, (3) is a drainage basin, (4) is a drainage hole, (5)
) is a drainage guideway, (6) is a curb or ground covering, (7) is a pavement, and (8) is a bituminous rubber joint material.
Claims (1)
舗装体の継手部と継手部との間における縁石または地覆
と舗装体とが隣接する位置に沿って防水層上面に通水可
能な排水案内路を設け、その排水案内路に排水桝を設け
たことを特徴とする防水層を具備した橋面舗装体の排水
構造。In a bridge pavement in which a waterproof layer is provided on the deck slab, the upper surface of the waterproof layer is passed along the position where the pavement is adjacent to the curb or ground cover between the joints of the bridge pavement. A drainage structure for a bridge surface pavement body equipped with a waterproof layer, characterized in that a drainage guideway through which water can flow is provided, and a drainage basin is provided in the drainage guideway.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP63334708A JP2850243B2 (en) | 1988-12-31 | 1988-12-31 | Drainage structure of bridge pavement with waterproof layer |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP63334708A JP2850243B2 (en) | 1988-12-31 | 1988-12-31 | Drainage structure of bridge pavement with waterproof layer |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH02183001A true JPH02183001A (en) | 1990-07-17 |
JP2850243B2 JP2850243B2 (en) | 1999-01-27 |
Family
ID=18280327
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP63334708A Expired - Fee Related JP2850243B2 (en) | 1988-12-31 | 1988-12-31 | Drainage structure of bridge pavement with waterproof layer |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2850243B2 (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0596112U (en) * | 1992-05-29 | 1993-12-27 | 秩父産業株式会社 | Concrete floor drain pipe |
JPH0626013A (en) * | 1992-07-08 | 1994-02-01 | Sogo Maintenance:Kk | Secondary drain construction of road bridge |
JP2005248426A (en) * | 2004-03-01 | 2005-09-15 | Sho Bond Constr Co Ltd | Drainage device for road structure |
JP2015090009A (en) * | 2013-11-05 | 2015-05-11 | 株式会社ネクスコ東日本エンジニアリング | Drainage device for draining rainwater on bridge road surface and floor slab |
CN113981763A (en) * | 2021-11-12 | 2022-01-28 | 中铁七局集团郑州工程有限公司 | Sidewalk construction method suitable for sponge city in collapsible loess area |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH01287324A (en) * | 1988-05-13 | 1989-11-20 | Sakai Tekkosho:Kk | Drainage structure of asphalt pavement concrete floor slab |
-
1988
- 1988-12-31 JP JP63334708A patent/JP2850243B2/en not_active Expired - Fee Related
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH01287324A (en) * | 1988-05-13 | 1989-11-20 | Sakai Tekkosho:Kk | Drainage structure of asphalt pavement concrete floor slab |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0596112U (en) * | 1992-05-29 | 1993-12-27 | 秩父産業株式会社 | Concrete floor drain pipe |
JPH0626013A (en) * | 1992-07-08 | 1994-02-01 | Sogo Maintenance:Kk | Secondary drain construction of road bridge |
JP2005248426A (en) * | 2004-03-01 | 2005-09-15 | Sho Bond Constr Co Ltd | Drainage device for road structure |
JP2015090009A (en) * | 2013-11-05 | 2015-05-11 | 株式会社ネクスコ東日本エンジニアリング | Drainage device for draining rainwater on bridge road surface and floor slab |
CN113981763A (en) * | 2021-11-12 | 2022-01-28 | 中铁七局集团郑州工程有限公司 | Sidewalk construction method suitable for sponge city in collapsible loess area |
Also Published As
Publication number | Publication date |
---|---|
JP2850243B2 (en) | 1999-01-27 |
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