Bridge deck cross-drain
Patent Information
- Application Number
- CN202521874322.9
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2025-09-01
- Publication Date
- 2026-08-18
- Estimated Expiration
- 2035-09-01
AI Technical Summary
这种办法构造简单,但传统的横向排水口仅能通过桥面水,而无法兼顾渗到桥面铺装下方的层间水,通常需要搭配纵向排水盲沟以排出层间水
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Figure CN224647448U_ABST
Abstract
Description
Technical Field
[0001] This utility model relates to the technical field of bridge engineering technology and related fields, and in particular to a transverse drainage outlet for bridge deck. Background Technology
[0002] Bridge deck drainage facilities are a very important part of bridge construction. If the bridge deck drainage is not smooth, serious traffic accidents such as vehicle skidding or overturning are likely to occur. On the other hand, it may also cause a series of water damage hazards to the bridge, seriously affecting the bridge's durability.
[0003] The main method of bridge deck drainage is through the longitudinal and transverse slopes of the bridge deck. Rainwater is collected by drainage ditches and drain pipes on the lower side of the cross section and then discharged into the ground drainage system.
[0004] In recent years, due to the development of traffic volume, especially urban bridges, there are more and more wide bridges, some of which are even more than 40 meters wide. Pedestrian and non-motorized vehicle lanes are often arranged on both sides of these bridges. For safety reasons, crash barriers are usually installed between the roadway and the pedestrian and non-motorized vehicle lanes. However, rainwater from the bridge surface of the motorized vehicle lane is blocked by the crash barriers and cannot enter the rainwater collection system arranged on the side of the pedestrian and non-motorized vehicle lanes.
[0005] Currently, a common solution is to install transverse drainage outlets at the bottom of the crash barrier to drain rainwater from the roadway into the non-motorized vehicle lane. The rainwater is then collected by a drainpipe on the non-motorized vehicle lane side and discharged into the surface drainage system. This method is simple in construction, but traditional transverse drainage outlets can only handle water from the bridge surface and cannot accommodate water seeping into the interlayer beneath the bridge pavement. Therefore, longitudinal drainage blind drains are usually required to drain this interlayer water. However, these longitudinal drainage blind drains often have poor drainage performance because they rely solely on the longitudinal slope. Utility Model Content
[0006] In view of this, in order to solve the above problems, the purpose of this utility model is to provide a transverse drainage outlet for a bridge deck, comprising:
[0007] Water collection steel trough, drainage flat pipe, at least one seepage spring steel pipe, first grating, second grating;
[0008] The lower surface of the water collection steel trough and the lower surface of the drainage flat pipe are both installed on the upper surface of a main beam.
[0009] A drain hole is provided on the left side of the water collection steel trough, and the right end of the drain flat pipe is installed in the drain hole.
[0010] The first grating is installed at the left end of the drainage flat pipe, and the right end of the water collection steel trough is installed on a bridge deck;
[0011] An installation hole and a seepage hole are provided on the right side of the water collection steel trough. The second grid is installed in the installation hole. The left end of the seepage spring steel pipe is located inside the water collection steel trough, and the right end of the seepage spring steel pipe extends into the bridge deck. Concrete crash barriers are poured around the water collection steel trough and around the drainage flat pipe.
[0012] In the aforementioned transverse drainage outlet for a bridge deck, the lower edge of the mounting hole is lower than the upper surface of the bridge deck.
[0013] The aforementioned bridge deck transverse drainage outlet further includes: a plurality of first pins, the left ends of which are installed on the outer edge of the first grille, and the right ends of which are installed inside the concrete crash barrier.
[0014] In the aforementioned transverse drainage outlet on a bridge deck, a plurality of the first pins are mounted in a rectangular array on the outer edge of the first grille.
[0015] The aforementioned bridge deck transverse drainage outlet further includes: a plurality of second pins, the left ends of which are installed on the outer edge of the second grille, and the right ends of which are installed inside the concrete crash barrier.
[0016] In the aforementioned transverse drainage outlet on a bridge deck, a plurality of second pins are mounted in a rectangular array on the outer edge of the second grille.
[0017] In the aforementioned transverse drainage outlet for bridge deck, the drainage flat pipe and the water collection steel trough are connected by welding.
[0018] The positive effects of the above technical solution compared with the existing technology are:
[0019] By applying this utility model, a transverse drainage outlet for bridge decks is provided. In this device, the water-permeable spring steel pipe can discharge interlayer water through the water-permeable hole, thus eliminating reliance on longitudinal drainage and achieving better drainage effect. The height of the water-collecting steel trough can be increased to accommodate thicker pavement layers. Attached Figure Description
[0020] Figure 1 This is the overall concept of a transverse drainage outlet on a bridge deck according to the present invention.
[0021] Figure 2 for Figure 1 A cross-sectional view along the AA direction.
[0022] Figure 3 for Figure 1 A cross-sectional view along the BB direction.
[0023] 1. Water collection steel trough; 2. Drainage flat pipe; 3. Water-permeable spring steel pipe; 4. First grid; 5. Second grid; 6. Main beam; 7. Bridge deck; 8. Concrete crash barrier; 9. First pin; 10. Second pin. Detailed Implementation
[0024] The present invention will be further described below with reference to the accompanying drawings and specific embodiments, but this is not intended to limit the present invention.
[0025] The structures, proportions, and sizes illustrated in the accompanying drawings are merely for illustrative purposes and to aid those skilled in the art. They are not intended to limit the scope of this invention and therefore have no substantial technical significance. Any modifications to the structure, changes in proportions, or adjustments to size, provided they do not affect the effectiveness or purpose of this invention, should still fall within the scope of the technical content disclosed herein. Furthermore, the terms "upper," "lower," "left," "right," "middle," and "one" used in this specification are merely for clarity and not intended to limit the scope of this invention. Changes or adjustments to their relative relationships, without substantially altering the technical content, should also be considered within the scope of this invention.
[0026] like Figures 1 to 3 As shown, a preferred embodiment of a bridge deck transverse drainage outlet includes: a water collection steel trough 1, a drainage flat pipe 2, at least one water-permeable spring steel pipe 3, a first grid 4, and a second grid 5.
[0027] The lower surfaces of the water collection steel trough 1 and the drainage flat pipe 2 are both installed on the upper surface of a main beam 6; a drainage hole is opened on the left side of the water collection steel trough 1, and the right end of the drainage flat pipe 2 is installed in the drainage hole; the first grid 4 is installed on the left end of the drainage flat pipe, and the right side of the water collection steel trough 1 is installed on a bridge deck 7; an installation hole and a seepage hole are opened on the right side of the water collection steel trough 1, the second grid 5 is installed in the installation hole, the left end of the seepage spring steel pipe 3 is located inside the water collection steel trough 1, and the right end of the seepage spring steel pipe 3 extends into the bridge deck 7 through the seepage hole. Concrete crash barriers 8 are poured around the water collection steel trough 1 and the drainage flat pipe 2.
[0028] In actual use, after the main beam 6 is constructed and before the concrete crash barrier 8 is constructed, the drainage flat pipe 2 and the water collection steel trough 1 are welded into a whole and pre-embedded, and the installation positions of the first grid 4 and the second grid 5 are reserved. Then the concrete crash barrier 8 is poured. After the pouring is completed, the first grid 4 and the second grid 5 are installed. Before the bridge deck 7 is paved, the seepage spring steel pipe 3 is pre-embedded and inserted into the seepage hole of the water collection steel trough 1. Finally, the bridge deck 7 is paved.
[0029] Based on the above, this utility model also has the following embodiments:
[0030] Furthermore, a transverse drainage outlet for the bridge deck includes two permeable spring steel pipes 3. The two permeable spring steel pipes 3 further enhance the drainage effect.
[0031] Furthermore, a transverse drainage outlet for the bridge deck is provided, wherein the lower edge of the mounting hole is lower than the upper surface of the bridge deck 7. Further, the lower edge of the mounting hole is lower than the upper surface of the bridge deck 7 to facilitate water from the bridge deck 7 entering the water collection trough 1.
[0032] Furthermore, a transverse drainage outlet for a bridge deck further includes: a plurality of first pins 9, the left ends of which are installed on the outer edge of the first grille 4, and the right ends of which are installed inside the concrete crash barrier 8.
[0033] Furthermore, a transverse drainage outlet for the bridge deck, wherein a plurality of first pins 9 are mounted in a rectangular array on the outer edge of the first grille 4.
[0034] Furthermore, a transverse drainage outlet for a bridge deck further includes: a plurality of second pins 10, the left ends of which are installed on the outer edge of the second grille 5, and the right ends of which are installed inside the concrete crash barrier 8. Furthermore, the first grille 4 is installed via the first pin 9, and the second grille 5 is installed via the second pins 10, which is convenient and quick, and the first pin 9 and the second pin 10 are detachable for easy inspection and replacement.
[0035] Furthermore, a transverse drainage outlet for the bridge deck, wherein a plurality of second pins 10 are mounted in a rectangular array on the outer edge of the second grille 5.
[0036] Furthermore, a transverse drainage outlet for the bridge deck is provided, wherein the drainage flat pipe 2 and the water collection steel trough 1 are connected by welding.
[0037] The above description is only a preferred embodiment of the present utility model and does not limit the implementation method and protection scope of the present utility model. Those skilled in the art should realize that all solutions obtained by equivalent substitutions and obvious changes made based on the description and illustrations of the present utility model should be included within the protection scope of the present utility model.
Claims
1. A transverse drainage outlet for a bridge deck, characterized in that, include: Water collection steel trough, drainage flat pipe, at least one seepage spring steel pipe, first grating, second grating; The lower surface of the water collection steel trough and the lower surface of the drainage flat pipe are both installed on the upper surface of a main beam. A drain hole is provided on the left side of the water collection steel trough, and the right end of the drain flat pipe is installed in the drain hole. The first grating is installed at the left end of the drainage flat pipe, and the right end of the water collection steel trough is installed on a bridge deck; An installation hole and a seepage hole are provided on the right side of the water collection steel trough. The second grid is installed in the installation hole. The left end of the seepage spring steel pipe is located inside the water collection steel trough, and the right end of the seepage spring steel pipe extends into the bridge deck. Concrete crash barriers are poured around the water collection steel trough and around the drainage flat pipe.
2. A transverse drainage outlet for a bridge deck according to claim 1, characterized in that, The lower edge of the mounting hole is lower than the upper surface of the bridge deck.
3. A transverse drainage outlet for a bridge deck according to claim 1, characterized in that, Also includes: A plurality of first pins are provided, the left ends of which are installed on the outer edge of the first grille, and the right ends of which are installed inside the concrete crash barrier.
4. A transverse drainage outlet for a bridge deck according to claim 3, characterized in that, Several of the first pins are mounted in a rectangular array on the outer edge of the first grille.
5. A transverse drainage outlet for a bridge deck according to claim 1, characterized in that, Also includes: A number of second pins are provided, with the left ends of the second pins installed on the outer edge of the second grille and the right ends of the second pins installed inside the concrete crash barrier.
6. A transverse drainage outlet for a bridge deck according to claim 5, characterized in that, Several second pins are mounted in a rectangular array on the outer edge of the second grille.
7. A transverse drainage outlet for a bridge deck according to claim 1, characterized in that, The drainage flat pipe is welded to the water collection steel trough.