WO2020232981A1 - Bridge deck drain pipe device for bridge and construction method - Google Patents

Bridge deck drain pipe device for bridge and construction method Download PDF

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Publication number
WO2020232981A1
WO2020232981A1 PCT/CN2019/115009 CN2019115009W WO2020232981A1 WO 2020232981 A1 WO2020232981 A1 WO 2020232981A1 CN 2019115009 W CN2019115009 W CN 2019115009W WO 2020232981 A1 WO2020232981 A1 WO 2020232981A1
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WIPO (PCT)
Prior art keywords
drain pipe
bridge
manhole cover
discharge pipe
asphalt concrete
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PCT/CN2019/115009
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French (fr)
Chinese (zh)
Inventor
张光桥
刘东美
孔祥波
赵艳
王小龙
杨荣泉
范效滨
王凯
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山东省路桥集团有限公司
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Publication of WO2020232981A1 publication Critical patent/WO2020232981A1/en

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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00Structural or constructional details of bridges
    • E01D19/08Damp-proof or other insulating layers; Drainage arrangements or devices ; Bridge deck surfacings
    • E01D19/086Drainage arrangements or devices
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00Structural or constructional details of bridges
    • E01D19/12Grating or flooring for bridges; Fastening railway sleepers or tracks to bridges
    • E01D19/125Grating or flooring for bridges
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D21/00Methods or apparatus specially adapted for erecting or assembling bridges

Definitions

  • the invention relates to the technical field of bridge waterproofing, in particular to a bridge deck drain pipe device for bridges and a construction method.
  • the discharge pipe is an important facility for bridge deck drainage.
  • the gap between the discharge pipe and the reserved hole of the bridge cannot be effectively controlled when the conventional discharge pipe is installed, and the gap between the discharge pipe and the reserved hole of the bridge cannot be filled or filled. Uneven compaction and other phenomena make the bridge surface or asphalt pavement layer of the bridge seep down along the manhole cover during the operation of the bridge, and finally flow down through the reserved hole wall of the drain pipe, which will pollute the appearance of the bridge. .
  • the present invention provides a bridge deck drain pipe device for a bridge and a construction method.
  • One of the objectives of the present invention is to provide a bridge deck drain pipe device for bridges, which can remove accumulated water, has a good waterproof effect, and prolongs the service life of the surface asphalt concrete layer.
  • a bridge deck drain pipe device for bridges.
  • the bridge deck is laid with a waterproof layer I, a lower asphalt concrete layer, and a surface asphalt concrete layer from bottom to top.
  • the bridge deck drain pipe device includes a drain pipe reserved hole, a drain pipe and Discharge pipe pallet, where the reserved hole of the discharge pipe runs through the bridge, and the discharge pipe is set in the reserved hole of the discharge pipe, and there is a grouting space between the reserved hole of the discharge pipe and the discharge pipe; the discharge pipe tray is sleeved outside the discharge pipe, and The drain pipe tray is in contact with the bottom of the bridge.
  • the top of the discharge pipe adopts a bell mouth form with a wing plate, and the discharge pipe is evenly and symmetrically arranged with four ribs in one layer and two wing plates at the top of the discharge pipe. Notch, the notch is used for grouting.
  • the top surface of the drain pipe tray is arranged obliquely and has the same inclination angle as the bottom surface of the bridge, and foam rubber is arranged between the tray and the bottom surface of the bridge.
  • a waterproof layer II is arranged around the top of the drain pipe, the bottom of the manhole cover is embedded in the waterproof layer II, and the top surface of the manhole cover is lower than the surface asphalt concrete layer, and the periphery of the manhole cover is from bottom to top Set up gravel blind ditch and asphalt concrete on the surface of the manhole cover, and set the edge of the top surface of the manhole cover as a slope that collects water in the direction of the drain pipe.
  • a plurality of rectangular drains are intermittently arranged on the top surface of the manhole cover, and horizontal semicircular drain holes are arranged at the bottom of the side of the manhole cover.
  • the second objective of the present invention is to provide a construction method of a bridge deck drain pipe device for a bridge.
  • a construction method of the bridge deck drain pipe device for bridges includes the following steps:
  • the ribs set around the drain pipe can ensure the minimum gap width between the drain pipe and the reserved hole to ensure the filling thickness.
  • the drain pipe, reserved holes and the bottom drain pipe tray form a closed airtight space, and the cement grouting material can be grouted and filled through the slot of the drain pipe flange.
  • the drain pipe tray can ensure that the bottom surface of the bridge deck is not polluted when filling with cement grout.
  • the horizontal drain hole at the bottom of the manhole cover can effectively remove the water accumulated between the asphalt concrete layers and prolong the service life of the asphalt concrete pavement.
  • Figure 1 is a schematic diagram of the front view of the present invention.
  • Figure 2 is a schematic diagram of the structure of the drain pipe tray of the present invention.
  • Fig. 3 is a schematic cross-sectional view taken along the A-A direction of Fig. 2.
  • Fig. 4 is a schematic cross-sectional view taken along the B-B direction of Fig. 3.
  • Figure 5 is a schematic diagram of the structure of the drain pipe of the present invention.
  • Fig. 6 is a schematic diagram of the top view structure of the drain pipe of the present invention.
  • Figure 7 is a schematic front view of the manhole cover of the present invention.
  • Figure 8 is a schematic top view of a well cover of the present invention.
  • Figure 9 is a schematic diagram of step 1) of the construction method of the present invention.
  • Figure 10 is a schematic diagram of step 2) of the construction method of the present invention.
  • Figure 11 is a schematic diagram of step 3) of the construction method of the present invention.
  • Figure 12 is a schematic diagram of step 4) of the construction method of the present invention.
  • Figure 13 is a schematic diagram of step 5) of the construction method of the present invention.
  • Figure 14 is a schematic diagram of step 6) of the construction method of the present invention.
  • a bridge deck drainpipe device for bridges.
  • the bridge deck of bridge 1 is laid with a waterproof layer I2, a lower asphalt concrete layer 3, and a surface asphalt concrete layer 4 from bottom to top.
  • the bridge deck drainpipe device includes a drainpipe The reserved hole, the drain pipe 9 and the drain pipe tray 10, wherein the reserved hole of the drain pipe penetrates the bridge 1, and the drain pipe 9 is set in the reserved hole of the drain pipe, and there is grouting between the reserved hole of the drain pipe and the drain pipe 9.
  • the drain pipe tray 10 is sleeved outside the drain pipe 9, and the drain pipe tray 10 is in contact with the bottom of the bridge 1.
  • the top of the discharge pipe adopts a bell mouth form with a wing plate 13, and four ribs 11 are arranged evenly and symmetrically around the discharge pipe.
  • the arrangement of ribs 11 ensures that the discharge pipe 9 and the discharge pipe are reserved.
  • a gap is reserved between the holes, and two notches 14 are symmetrically arranged on the wing plate at the top of the drain pipe.
  • the top surface of the drain pipe tray is inclined and the angle is the same as the bottom surface of the bridge.
  • the foam rubber is set between the drain pipe tray and the bottom surface of the bridge 1.
  • the drain pipe tray can ensure the filling The bottom of the bridge deck is not polluted when cement grouting.
  • the bottom of the drain pipe tray is retracted inward, and its diameter is slightly smaller than the outer diameter of the drain pipe. It is installed on the drain pipe and bears the weight of the upper filling material through the squeezing friction between the drain pipe and the drain pipe.
  • FIG. 1 there is a waterproof layer II7 around the top of the drain pipe 9, the bottom of the manhole cover 8 is embedded in the waterproof layer II, and the top surface of the manhole cover 8 is lower than the surface asphalt concrete layer 4, and gravel blinds are set up around the manhole cover 8 from bottom to top
  • the surface of the ditch and the manhole cover is covered with asphalt concrete 6, and the top surface edge of the manhole cover 8 is set as a slope that collects water in the direction of the drain pipe.
  • the structure around the manhole cover is waterproofed, and the slope setting can improve the drainage effect.
  • a plurality of rectangular water outlets 15 are intermittently provided on the top surface of the manhole cover, and horizontal semicircular water discharge holes 18 are provided at the bottom of the side of the manhole cover.
  • a construction method of the bridge deck drain pipe device for bridges includes the following steps:

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

The present invention provides a bridge deck water drain pipe device for a bridge and a construction method. According to the bridge deck water drain pipe device for the bridge, a waterproof layer I, a lower asphalt concrete layer, and a surface asphalt concrete layer are sequentially paved on a bridge deck of the bridge from bottom to top; the bridge deck water drain pipe device for the bridge comprises a water drain pipe reserved hole, a water drain pipe, and a water drain pipe tray, wherein the water drain pipe reserved hole runs through the bridge, the water drain pipe is provided in the water drain pipe reserved hole, and a grouting space is reserved between the water drain pipe reserved hole and the water drain pipe; the water drain pipe tray is sleeved outside the water drain pipe, and the water drain pipe tray is in contact with the bottom of the bridge. The bridge deck water drain pipe device for the bridge can drain ponding, has a good waterproof effect, and prolongs the service life of the surface asphalt concrete layer.

Description

桥梁用桥面泄水管装置及施工方法Bridge deck drain pipe device and construction method for bridge 技术领域Technical field
本发明涉及桥梁防水技术领域,具体涉及一种桥梁用桥面泄水管装置及施工方法。The invention relates to the technical field of bridge waterproofing, in particular to a bridge deck drain pipe device for bridges and a construction method.
背景技术Background technique
泄水管作为桥梁桥面排水的重要设施,常规的泄水管安装时由于无法对泄水管与桥梁预留孔间间隙进行有效控制,出现泄水管与桥梁预留孔之间的间隙的无法填充或填充不均匀密实等现象,使得在桥梁运行过程中出现由桥面或者桥面沥青铺装层间积水的顺着井盖向下渗透,最终通过泄水管预留孔壁流下,对桥梁外观质量造成污染。The discharge pipe is an important facility for bridge deck drainage. The gap between the discharge pipe and the reserved hole of the bridge cannot be effectively controlled when the conventional discharge pipe is installed, and the gap between the discharge pipe and the reserved hole of the bridge cannot be filled or filled. Uneven compaction and other phenomena make the bridge surface or asphalt pavement layer of the bridge seep down along the manhole cover during the operation of the bridge, and finally flow down through the reserved hole wall of the drain pipe, which will pollute the appearance of the bridge. .
发明内容Summary of the invention
针对上述现有技术存在的不足,本发明提供了一种桥梁用桥面泄水管装置及施工方法。In view of the above-mentioned shortcomings of the prior art, the present invention provides a bridge deck drain pipe device for a bridge and a construction method.
本发明目的之一提供一种桥梁用桥面泄水管装置,能够排除积水,具有良好的防水效果,延长表面沥青混凝土层使用寿命。One of the objectives of the present invention is to provide a bridge deck drain pipe device for bridges, which can remove accumulated water, has a good waterproof effect, and prolongs the service life of the surface asphalt concrete layer.
本发明为实现上述目的,通过以下技术方案实现:In order to achieve the above objectives, the present invention is achieved through the following technical solutions:
一种桥梁用桥面泄水管装置,桥梁桥面由下往上依次铺设防水层I、下层沥青混凝土层和表面沥青混凝土层,桥梁用桥面泄水管装置包括泄水管预留孔、泄水管和泄水管托盘,其中泄水管预留孔贯穿桥梁,且泄水管预留孔内设置泄水管,泄水管预留孔和泄水管之间留有注浆空间;泄水管托盘套装在泄水管外,且泄水管托盘与桥梁底部接触。A bridge deck drain pipe device for bridges. The bridge deck is laid with a waterproof layer I, a lower asphalt concrete layer, and a surface asphalt concrete layer from bottom to top. The bridge deck drain pipe device includes a drain pipe reserved hole, a drain pipe and Discharge pipe pallet, where the reserved hole of the discharge pipe runs through the bridge, and the discharge pipe is set in the reserved hole of the discharge pipe, and there is a grouting space between the reserved hole of the discharge pipe and the discharge pipe; the discharge pipe tray is sleeved outside the discharge pipe, and The drain pipe tray is in contact with the bottom of the bridge.
所述桥梁用桥面泄水管装置基础上,泄水管顶口采用带翼板的喇叭口形式,泄水管四周均匀对称设置一层以上各四道筋板,泄水管顶口的翼板对称设置两个槽口,槽口作为注浆用。On the basis of the bridge deck discharge pipe device for the bridge, the top of the discharge pipe adopts a bell mouth form with a wing plate, and the discharge pipe is evenly and symmetrically arranged with four ribs in one layer and two wing plates at the top of the discharge pipe. Notch, the notch is used for grouting.
所述桥梁用桥面泄水管装置基础上,泄水管托盘顶面为倾斜设置,且与桥梁底面倾斜角度相同,托盘与桥梁底面间设置泡沫橡胶。On the basis of the bridge deck drain pipe device for the bridge, the top surface of the drain pipe tray is arranged obliquely and has the same inclination angle as the bottom surface of the bridge, and foam rubber is arranged between the tray and the bottom surface of the bridge.
所述桥梁用桥面泄水管装置基础上,泄水管顶口周围设有防水层II,井盖底部嵌装在防水层II内,且井盖顶面低于表面沥青混凝土层,井盖周边自下而上设置碎石盲沟和井盖周边面层沥青混凝土,井盖顶面边缘设置成向泄水管方向汇水的斜坡。所述桥梁用桥面泄水管装置基础上,井盖顶面间断设置多个矩形状泄水口,井盖侧面底部设置水平半圆形泄水孔。On the basis of the bridge deck drain pipe device for the bridge, a waterproof layer II is arranged around the top of the drain pipe, the bottom of the manhole cover is embedded in the waterproof layer II, and the top surface of the manhole cover is lower than the surface asphalt concrete layer, and the periphery of the manhole cover is from bottom to top Set up gravel blind ditch and asphalt concrete on the surface of the manhole cover, and set the edge of the top surface of the manhole cover as a slope that collects water in the direction of the drain pipe. On the basis of the bridge deck drain pipe device for the bridge, a plurality of rectangular drains are intermittently arranged on the top surface of the manhole cover, and horizontal semicircular drain holes are arranged at the bottom of the side of the manhole cover.
本发明目的之二提供了一种桥梁用桥面泄水管装置的施工方法。The second objective of the present invention is to provide a construction method of a bridge deck drain pipe device for a bridge.
本发明为实现上述目的,通过以下技术方案实现:In order to achieve the above objectives, the present invention is achieved through the following technical solutions:
一种所述桥梁用桥面泄水管装置的施工方法,包括以下步骤:A construction method of the bridge deck drain pipe device for bridges includes the following steps:
1)清理已完成的桥梁表面,设置临时盖板盖住泄水管预留孔,然后在桥梁表面上分层铺设防水层I、下层沥青混凝土层;1) Clean the surface of the completed bridge, set a temporary cover plate to cover the reserved hole of the drain pipe, and then pave the waterproof layer I and the lower asphalt concrete layer on the bridge surface in layers;
2)对泄水管安装位置进行测量放样,切除泄水管位置的下层沥青混凝土层和防水层I在泄水管顶部形成凹陷,拆除临时盖板;凹陷尺寸比泄水管井盖尺寸大30-50mm,并将凹陷清理干净;2) Measure and stake out the installation position of the drain pipe, cut the lower asphalt concrete layer and waterproof layer I at the location of the drain pipe to form a depression on the top of the drain pipe, remove the temporary cover; the size of the depression is 30-50mm larger than the size of the drain pipe manhole cover, and Clean up the depression;
3)安装泄水管,将泄水管托盘从泄水管底部穿过,与桥梁底部紧密接触,向泄水管预留孔和泄水管之间注浆;3) Install the drain pipe, pass the drain pipe tray through the bottom of the drain pipe, and make close contact with the bottom of the bridge, and grouting between the reserved hole of the drain pipe and the drain pipe;
4)在泄水管顶口周围补充浇筑防水层II;4) Pouring waterproof layer II around the top of the discharge pipe;
5)安装井盖,井盖底口嵌入防水层II,井盖顶面低于表面沥青混凝土层;5) Install the manhole cover, the bottom of the manhole cover is embedded in the waterproof layer II, and the top surface of the manhole cover is lower than the surface asphalt concrete layer;
6)在井盖周边自下而上铺设碎石盲沟和井盖周边面层沥青混凝土,并在井盖顶面边缘设置成向泄水管方向汇水的斜坡;6) Pave the gravel blind ditch and asphalt concrete around the manhole cover from bottom to top around the manhole cover, and set the slope on the top surface of the manhole cover to collect water in the direction of the drain pipe;
7)完成整个泄水管装置的安装。7) Complete the installation of the entire drain pipe device.
本发明的优点在于:The advantages of the present invention are:
1、安装定位可控性好:泄水管四周设置的筋板可保证泄水管与预留孔间的最小间隙宽度,确保填充厚度。1. Good controllability of installation and positioning: The ribs set around the drain pipe can ensure the minimum gap width between the drain pipe and the reserved hole to ensure the filling thickness.
2、填充效果好:泄水管、预留孔与底部泄水管托盘构成一个闭合密闭空间,水泥灌浆料可以通过泄水管翼板槽口进行注浆填充。2. Good filling effect: the drain pipe, reserved holes and the bottom drain pipe tray form a closed airtight space, and the cement grouting material can be grouted and filled through the slot of the drain pipe flange.
3、对环境无污染:泄水管托盘可确保在填充水泥灌浆料时桥面底面不受污染。3. No pollution to the environment: the drain pipe tray can ensure that the bottom surface of the bridge deck is not polluted when filling with cement grout.
4、井盖底部水平泄水孔可有效排除沥青混凝土层间积水,延长沥青混凝土路面使用寿命。4. The horizontal drain hole at the bottom of the manhole cover can effectively remove the water accumulated between the asphalt concrete layers and prolong the service life of the asphalt concrete pavement.
附图说明Description of the drawings
附图用来提供对本发明的进一步理解,并且构成说明书的一部分,与本发明的实施例一起用于解释本发明,并不构成对本发明的限制。The accompanying drawings are used to provide a further understanding of the present invention, and constitute a part of the specification, together with the embodiments of the present invention, are used to explain the present invention, and do not constitute a limitation to the present invention.
图1为本发明的主视结构示意图。Figure 1 is a schematic diagram of the front view of the present invention.
图2为本发明泄水管托盘的结构示意图。Figure 2 is a schematic diagram of the structure of the drain pipe tray of the present invention.
图3为图2的A-A方向剖视示意图。Fig. 3 is a schematic cross-sectional view taken along the A-A direction of Fig. 2.
图4为图3的B-B方向剖视示意图。Fig. 4 is a schematic cross-sectional view taken along the B-B direction of Fig. 3.
图5为本发明泄水管的结构示意图。Figure 5 is a schematic diagram of the structure of the drain pipe of the present invention.
图6为本发明泄水管俯视结构示意图。Fig. 6 is a schematic diagram of the top view structure of the drain pipe of the present invention.
图7为本发明井盖主视示意图。Figure 7 is a schematic front view of the manhole cover of the present invention.
图8为本发明井盖俯视示意图。Figure 8 is a schematic top view of a well cover of the present invention.
图9为本发明施工方法步骤1)示意图。Figure 9 is a schematic diagram of step 1) of the construction method of the present invention.
图10为本发明施工方法步骤2)示意图。Figure 10 is a schematic diagram of step 2) of the construction method of the present invention.
图11为本发明施工方法步骤3)示意图。Figure 11 is a schematic diagram of step 3) of the construction method of the present invention.
图12为本发明施工方法步骤4)示意图。Figure 12 is a schematic diagram of step 4) of the construction method of the present invention.
图13为本发明施工方法步骤5)示意图。Figure 13 is a schematic diagram of step 5) of the construction method of the present invention.
图14为本发明施工方法步骤6)示意图。Figure 14 is a schematic diagram of step 6) of the construction method of the present invention.
图中,1、桥梁;2、防水层;3、下层沥青混凝土;4、面层沥青混凝土;5、碎石盲沟;6、后浇筑面层沥青混凝土;7、防水层II;8、井盖;9、泄水管;10、泄水管托盘;11、水泥灌浆料;12、筋板;13、翼板;14、槽口;15、矩形状泄水口;16、凹陷;17、水平半圆形泄水孔。In the figure, 1. Bridge; 2. Waterproof layer; 3. Lower asphalt concrete; 4. Surface asphalt concrete; 5. Gravel blind ditch; 6. Post-cast surface asphalt concrete; 7. Waterproof layer II; 8. Manhole cover 9. Discharge pipe; 10. Discharge pipe tray; 11. Cement grout; 12. Reinforcement plate; 13. Wing plate; 14. Notch; 15. Rectangular discharge outlet; 16. Concavity; 17, Horizontal semicircle Drain hole.
具体实施方式Detailed ways
以下结合附图对本发明的优选实施例进行说明,应当理解,此处所描述的优选实施例仅用于说明和解释本发明,并不用于限定本发明。The preferred embodiments of the present invention will be described below in conjunction with the accompanying drawings. It should be understood that the preferred embodiments described here are only used to illustrate and explain the present invention, and are not used to limit the present invention.
参考图1,一种桥梁用桥面泄水管装置,桥梁1桥面由下往上依次铺设防水层I2、下层沥青混凝土层3和表面沥青混凝土层4,桥梁用桥面泄水管装置包括泄水管预留孔、泄水管9和泄水管托盘10,其中泄水管预留孔贯穿桥梁1,且泄水管预留孔内设置泄水管9,泄水管预留孔和泄水管9之间留有注浆部;泄水管托盘10套装在泄水管9外,且泄水管托盘10与桥梁1底部接触。Referring to Figure 1, a bridge deck drainpipe device for bridges. The bridge deck of bridge 1 is laid with a waterproof layer I2, a lower asphalt concrete layer 3, and a surface asphalt concrete layer 4 from bottom to top. The bridge deck drainpipe device includes a drainpipe The reserved hole, the drain pipe 9 and the drain pipe tray 10, wherein the reserved hole of the drain pipe penetrates the bridge 1, and the drain pipe 9 is set in the reserved hole of the drain pipe, and there is grouting between the reserved hole of the drain pipe and the drain pipe 9. The drain pipe tray 10 is sleeved outside the drain pipe 9, and the drain pipe tray 10 is in contact with the bottom of the bridge 1.
参考图5及图6,泄水管顶口采用带翼板13的喇叭口形式,泄水管四周均匀对称设置一层以上各四道筋板11,筋板11设置保证了泄水管9与泄水管预留孔之间预留间隙,泄水管顶口的翼板对称设置两个槽口14。Referring to Figures 5 and 6, the top of the discharge pipe adopts a bell mouth form with a wing plate 13, and four ribs 11 are arranged evenly and symmetrically around the discharge pipe. The arrangement of ribs 11 ensures that the discharge pipe 9 and the discharge pipe are reserved. A gap is reserved between the holes, and two notches 14 are symmetrically arranged on the wing plate at the top of the drain pipe.
参考图1、图2、图3及图4,泄水管托盘顶面为倾斜设置,且与桥梁底面倾斜角度相同,泄水管托盘与桥梁1底面间设置泡沫橡胶,采用泄水管托盘可以保证在填充水泥灌浆料时桥面底部不受污染。泄水管托盘底口向内缩口,其直径略小于泄水管外径,并安装于泄水管上,通过与泄水管间的挤压摩擦力来承担上部填充料的重量。Referring to Figure 1, Figure 2, Figure 3 and Figure 4, the top surface of the drain pipe tray is inclined and the angle is the same as the bottom surface of the bridge. The foam rubber is set between the drain pipe tray and the bottom surface of the bridge 1. The drain pipe tray can ensure the filling The bottom of the bridge deck is not polluted when cement grouting. The bottom of the drain pipe tray is retracted inward, and its diameter is slightly smaller than the outer diameter of the drain pipe. It is installed on the drain pipe and bears the weight of the upper filling material through the squeezing friction between the drain pipe and the drain pipe.
参考图1泄水管9顶口周围设有防水层II7,井盖8底部嵌装在防水层II内,且井盖8顶面低于表面沥青混凝土层4,井盖8周边自下而上设置碎石盲沟和井盖周边面层沥青混 凝土6,井盖8顶面边缘设置成向泄水管方向汇水的斜坡,采用此结构井盖周围做了防水处理,且斜坡设置可以提高排水效果。Referring to Figure 1, there is a waterproof layer II7 around the top of the drain pipe 9, the bottom of the manhole cover 8 is embedded in the waterproof layer II, and the top surface of the manhole cover 8 is lower than the surface asphalt concrete layer 4, and gravel blinds are set up around the manhole cover 8 from bottom to top The surface of the ditch and the manhole cover is covered with asphalt concrete 6, and the top surface edge of the manhole cover 8 is set as a slope that collects water in the direction of the drain pipe. The structure around the manhole cover is waterproofed, and the slope setting can improve the drainage effect.
参考图7及图8,井盖顶面间断设置多个矩形状泄水口15,井盖侧面底部设置水平半圆形泄水孔18。Referring to Figures 7 and 8, a plurality of rectangular water outlets 15 are intermittently provided on the top surface of the manhole cover, and horizontal semicircular water discharge holes 18 are provided at the bottom of the side of the manhole cover.
一种所述桥梁用桥面泄水管装置的施工方法,包括以下步骤:A construction method of the bridge deck drain pipe device for bridges includes the following steps:
1)参考图9,清理已完成的桥梁1表面,设置临时盖板盖住泄水管预留孔,然后在桥梁表面上分层铺设防水层I2、下层沥青混凝土层3;1) With reference to Figure 9, clean up the surface of the completed bridge 1, set a temporary cover plate to cover the reserved holes of the drain pipe, and then pave the waterproof layer I2 and the lower asphalt concrete layer 3 on the bridge surface in layers;
2)参考图10,对泄水管安装位置进行测量放样,切除泄水管位置的下层沥青混凝土层3和防水层I2在泄水管顶部形成凹陷16,拆除临时盖板;凹陷16尺寸比泄水管井盖8尺寸大30-50mm,并将凹陷16清理干净;2) With reference to Figure 10, measure and stake out the installation position of the drain pipe, cut the lower asphalt concrete layer 3 and waterproof layer I2 at the location of the drain pipe to form a depression 16 on the top of the drain pipe, remove the temporary cover; the size of the depression 16 is larger than the drain pipe manhole cover 8. The size is 30-50mm larger, and the depression 16 is cleaned;
3)参考图11,安装泄水管,将泄水管托盘10从泄水管9底部穿过,与桥梁1底部紧密接触,向泄水管预留孔和泄水管9之间注水泥灌浆料12;3) With reference to Figure 11, install the drain pipe, pass the drain pipe tray 10 through the bottom of the drain pipe 9 and make close contact with the bottom of the bridge 1, and pour cement grout 12 between the reserved hole of the drain pipe and the drain pipe 9;
4)参考图12,在泄水管顶口周围补充浇筑防水层II;4) With reference to Figure 12, add waterproof layer II around the top of the drain pipe;
5)参考图13,安装井盖,井盖底口嵌入防水层II,井盖顶面低于表面沥青混凝土层4;5) With reference to Figure 13, install the manhole cover, the bottom of the manhole cover is embedded in the waterproof layer II, and the top surface of the manhole cover is lower than the surface asphalt concrete layer 4;
6)参考图14,在井盖8周边自下而上铺设碎石盲沟和井盖周边面层沥青混凝土6,并在井盖8顶面边缘设置成向泄水管方向汇水的斜坡;6) With reference to Figure 14, lay gravel blind ditch and asphalt concrete 6 on the periphery of the manhole cover 8 from bottom to top, and set the top edge of the manhole cover 8 as a slope that collects water in the direction of the drain pipe;
7)完成整个泄水管装置的安装。7) Complete the installation of the entire drain pipe device.
最后应说明的是:以上所述仅为本发明的优选实施例而已,并不用于限制本发明,尽管参照前述实施例对本发明进行了详细的说明,对于本领域的技术人员来说,其依然可以对前述各实施例所记载的技术方案进行修改,或者对其中部分技术特征进行等同替换。凡在本发明的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本发明的保护范围之内。Finally, it should be noted that the above are only the preferred embodiments of the present invention and are not intended to limit the present invention. Although the present invention has been described in detail with reference to the foregoing embodiments, it is still for those skilled in the art. The technical solutions described in the foregoing embodiments may be modified, or some of the technical features may be equivalently replaced. Any modification, equivalent replacement, improvement, etc., made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Claims (6)

  1. 一种桥梁用桥面泄水管装置,桥梁(1)桥面由下往上依次铺设防水层I(2)、下层沥青混凝土层(3)和表面沥青混凝土层(4),其特征在于:桥梁用桥面泄水管装置包括泄水管预留孔、泄水管(9)和泄水管托盘(10),其中泄水管预留孔贯穿桥梁(1),且泄水管预留孔内设置泄水管(9),泄水管预留孔和泄水管(9)之间留有注浆空间;泄水管托盘(10)套装在泄水管(9)外,且泄水管托盘(10)与桥梁(1)底部接触。A bridge deck drain pipe device for a bridge. The bridge deck (1) is sequentially laid with a waterproof layer I (2), a lower asphalt concrete layer (3) and a surface asphalt concrete layer (4) from bottom to top, and is characterized by: the bridge The bridge deck discharge pipe device includes a reserved discharge pipe hole, a discharge pipe (9) and a discharge pipe tray (10). The reserved discharge pipe hole penetrates the bridge (1), and a discharge pipe (9) is set in the reserved discharge pipe hole. ), there is a grouting space between the reserved hole of the drain pipe and the drain pipe (9); the drain pipe tray (10) is set outside the drain pipe (9), and the drain pipe tray (10) is in contact with the bottom of the bridge (1) .
  2. 根据权利要求1所述桥梁用桥面泄水管装置,其特征在于:泄水管顶口采用带翼板的喇叭口形式,泄水管四周均匀对称设置一层以上各四道筋板(11),泄水管顶口的翼板对称设置两个槽口。The bridge deck discharge pipe device for a bridge according to claim 1, characterized in that: the top of the discharge pipe adopts the form of a bell mouth with a wing plate, and the discharge pipe is evenly and symmetrically arranged with more than one layer of four ribs (11) around the discharge pipe. Two notches are symmetrically arranged on the wing plate of the top mouth.
  3. 根据权利要求1所述桥梁用桥面泄水管装置,其特征在于:泄水管托盘顶面为倾斜设置,且与桥梁底面倾斜角度相同,托盘与桥梁底面间设置泡沫橡胶。The bridge deck spout device for a bridge according to claim 1, wherein the top surface of the spout tray is inclined at the same inclination angle as the bottom surface of the bridge, and foam rubber is arranged between the tray and the bottom surface of the bridge.
  4. 根据权利要求1所述桥梁用桥面泄水管装置,其特征在于:泄水管(9)顶口周围设有防水层II,井盖(8)底部嵌装在防水层II内,且井盖(8)顶面低于表面沥青混凝土层(4),井盖(8)周边自下而上设置碎石盲沟和井盖周边面层沥青混凝土(6),井盖(8)顶面边缘设置成向泄水管方向汇水的斜坡。The bridge deck drain pipe device for a bridge according to claim 1, characterized in that: a waterproof layer II is provided around the top of the drain pipe (9), the bottom of the manhole cover (8) is embedded in the waterproof layer II, and the manhole cover (8) The top surface is lower than the surface asphalt concrete layer (4), gravel blind ditch and asphalt concrete (6) are arranged around the manhole cover (8) from bottom to top, and the top surface edge of the manhole cover (8) is set in the direction of the drain pipe The slope of the catchment.
  5. 根据权利要求4所述桥梁用桥面泄水管装置,其特征在于:井盖顶面间断设置多个矩形状泄水口,井盖侧面底部设置水平半圆形泄水孔。The bridge deck drain pipe device for a bridge according to claim 4, wherein a plurality of rectangular drains are intermittently provided on the top surface of the manhole cover, and a horizontal semicircular drain hole is provided at the bottom of the side of the manhole cover.
  6. 一种权利要求1至5任一项所述桥梁用桥面泄水管装置的施工方法,其特征在于,包括以下步骤:A construction method of a bridge deck spout device for a bridge according to any one of claims 1 to 5, characterized in that it comprises the following steps:
    1)清理已完成的桥梁(1)表面,设置临时盖板盖住泄水管预留孔,然后在桥梁表面上分层铺设防水层I(2)、下层沥青混凝土层(3);1) Clean the surface of the completed bridge (1), set a temporary cover plate to cover the reserved hole of the drain pipe, and then pave the waterproof layer I (2) and the lower asphalt concrete layer (3) on the bridge surface in layers;
    2)对泄水管安装位置进行测量放样,切除泄水管位置的下层沥青混凝土层(3)和防水层I(2)在泄水管顶部形成凹陷(16),拆除临时盖板;凹陷(16)尺寸比泄水管井盖8尺寸大30-50mm,并将凹陷(16)清理干净;2) Measure and stake out the installation position of the discharge pipe, cut the lower asphalt concrete layer (3) and waterproof layer I (2) at the position of the discharge pipe to form a depression (16) on the top of the discharge pipe, remove the temporary cover; the size of the depression (16) The size of the manhole cover 8 is 30-50mm larger than that of the drain pipe, and the depression (16) is cleaned;
    3)安装泄水管,将泄水管托盘(10)从泄水管(9)底部穿过,与桥梁(1)底部紧密接触,向泄水管预留孔和泄水管(9)之间注浆;3) Install the drain pipe, pass the drain pipe tray (10) through the bottom of the drain pipe (9) and make close contact with the bottom of the bridge (1), and grouting between the reserved hole of the drain pipe and the drain pipe (9);
    4)在泄水管顶口周围补充浇筑防水层II;4) Pouring waterproof layer II around the top of the discharge pipe;
    5)安装井盖,井盖底口嵌入防水层II,井盖顶面低于表面沥青混凝土层(4);5) Install the manhole cover, the bottom of the manhole cover is embedded in the waterproof layer II, and the top surface of the manhole cover is lower than the surface asphalt concrete layer (4);
    6)在井盖(8)周边自下而上铺设碎石盲沟和井盖周边面层沥青混凝土(6),并在井盖(8)顶面边缘设置成向泄水管方向汇水的斜坡;6) Laying gravel blind ditch and asphalt concrete (6) on the periphery of the manhole cover (8) from bottom to top, and set the top edge of the manhole cover (8) as a slope that collects water in the direction of the drain pipe;
    7)完成整个泄水管装置的安装。7) Complete the installation of the entire drain pipe device.
PCT/CN2019/115009 2019-05-21 2019-11-01 Bridge deck drain pipe device for bridge and construction method WO2020232981A1 (en)

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