JP2006336384A - Tide preventive structure used as drain ditch cover - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide a tide preventive structure used as a drain ditch cover capable of using a drain ditch existing inside and outside structure facilities, guiding rainwater or the like in case of the large amount of rainfall, for instance, to the drain ditch by a tide preventive plate of simple structure used as the cover of the drain ditch, easily preventing inundation into the structure facilities from the drain ditch, and dispensing with a tide preventive plate storage place in particular. <P>SOLUTION: The tide preventive structure used as the drain ditch cover comprises the tide preventive plate 3 turnably journaled to at least one side wall part in the ditch width direction in an opening of the drain ditch 1 provided inside and outside of the structure facilities, to open/close the opening of the drain ditch 1, and an opening holding member 9 for holding the tide preventive plate 3 in a turning and rising position rising from the open edge part of the drain ditch 1. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

  The present invention relates to a tide structure that also serves as a drainage groove lid that prevents rainwater or the like from entering a structure facility such as an apartment.

  General drainage grooves provided inside and outside structure facilities such as condominiums are a collection of culverts with a concrete lid only fitted into the opening and a lid with an iron slit. In either case, rainwater will not infiltrate the structure facility during normal rain, but rainwater will flow into the structure facility during heavy rains such as storms and heavy rains. May be flooded. Conventionally, as a countermeasure against flooding, a dedicated tide prevention panel separate from the drainage groove lid has been prepared in advance, and the tide prevention panel is transported or pulled out of the storage location during heavy rainfalls and used as a flood prevention place in the building. The fact is that it is installed.

  The above prior art is a technique generally known to those skilled in the art, and does not relate to a known literature invention.

  The conventional tide prevention panel applied as a measure to prevent inundation into the structure facility during heavy rainfall as described above must have sufficient panel strength and support structure to ensure water stopping performance during its use. In particular, the supporting structure is large and the overall weight including the tide panel is increased, and the tide panel is expensive and the storage space is used each time it is used during heavy rainfall. It has to be transported or pulled out from the location to the place where it is used, and the installation work takes a lot of time and labor, and there is a problem that it is unusable. Further, as described above, there is a problem that the storage location of the tide prevention panel having a large support structure has a great restriction on the storage location, for example, the storage location must be secured.

  The present invention has been made to solve the above-described problems. By using a tide plate having a simple structure that can use an existing drainage groove inside and outside a structure facility and also serves as a lid for the drainage groove, for example, a large amount of Drainage lid that can guide rainwater, etc. during rainfall to the drainage groove and can easily prevent inundation from the drainage groove to the inside of the structure facility, and does not require a tide plate storage place. An object is to provide a combined tide structure.

  The tide structure for the drainage groove cover according to the present invention is pivotally supported on at least one side wall part in the groove width direction in the opening part of the drainage groove provided inside and outside the structure facility, and the opening part of the drainage groove. The tide plate that opens and closes the tide plate, and the opening prevention member that holds the tide plate at a rotating upright position rising from the opening edge of the drainage groove.

  According to the present invention, the tide plate that also serves as a lid that closes the opening of the drainage groove is opened up as an installation structure that can rotate between an open standing position rising from the opening edge of the drainage groove and a drainage groove closing position. Since it is configured to be held by the opening-preventing member at the position, the tide plate is raised and held from the opening edge of the drainage groove only by rotating and holding the tide plate at the time of heavy rain, etc. Can be prevented from flowing from the drainage ditch to the structure facility side and guided into the drainage ditch. For this reason, in case of heavy rainfall, the existing drainage ditch is used to flood the structure facility. There is an effect that can be easily prevented. In addition, since the tide plate also serves as a cover for the drainage groove, there is no need to prepare a dedicated tideproof panel different from the cover for the drainage groove as in the prior art, and the cost can be reduced. Furthermore, as described above, the tide plate that also serves as a cover for the drainage groove has an effect that there is no need to consider the storage location. Further, the tide plate can be attached and installed at the time of construction of the drainage groove, or can be easily installed in the existing drainage groove by simple construction.

Embodiment 1 FIG.
1 is a conceptual cross-sectional view showing a tide structure that also serves as a drain groove cover according to Embodiment 1 of the present invention, FIG. 2 is a cross-sectional view showing a state in which the tide plate in FIG. 1 is closed, and FIG. 1 is a right side view, FIG. 3B is a plan view of FIG. 3A, and FIG. 4 is a cross-sectional view showing a water stop structure between adjacent tide plates.
In FIG. 1 and FIG. 2, reference numeral 1 denotes a drainage groove that is constructed of concrete inside and outside a structure facility such as the vicinity of a structure facility entrance and exit and is mortar finished. The drainage groove 1 is a step having stepped portions 1a on both inner wall portions. It consists of a U-shaped groove with a concave cross section. That is, the drainage groove 1 is a U-shaped groove in which an upper wide groove portion 1b and a lower narrow groove portion 1c are continuously formed with a step portion 1a on both side inner wall portions as a boundary. In the drain groove 1 having such a stepped concave cross section, metal plates 2a and 2b are stretched on the inner wall surfaces of the upper wide groove portion 1b and the lower narrow groove portion 1c.

Here, the structural facilities include underground facilities and semi-underground facilities such as basements, tunnels, underground passages, underground parking lots, underground malls, underground hangars, and ground facilities such as buildings, condominiums, houses, stores, and warehouses. In addition, it includes elevators, escalators and moving walkways installed outdoors. In short, the structure facility includes a basement, an underground facility, a semi-underground facility, a ground facility, or a combination thereof.
The inside and outside of the structure facility includes the vicinity of the entrance / exit of the structure facility, around the structure facility, the vicinity of the roof entrance / exit of the structure facility, around the partitioned site, etc. This means that all passages including staircases and slopes are included, and it is desirable that the drainage channel 1 is provided near the entrance of the structure facility.

  In such an upper wide groove portion 1b of the drainage groove 1, a tide plate 3 that also serves as a lid for the drainage groove 1 is fitted so as to be capable of rotating and opening. The tide plate 3 is formed in a plane rectangular shape, and one side in the longitudinal direction is pivotally supported by a pin P on one side wall portion in the groove width direction of the opening portion (upper wide groove portion 1 b) of the drainage groove 1. . Therefore, when the tide plate 3 is turned upright with the pin P as a fulcrum, the tide plate 3 is open at one end of the drainage groove 1 in the groove width direction (the pin shown in FIG. 1 in the first embodiment). Although it rises from the metal plate 2a) on the P side, the rising side is set to the structure facility side in the first embodiment.

  Next, the detailed structure of the tide plate 3 will be described. The tide plate 3 shown in the drawing is made of a punching metal having a width corresponding to the groove width of the upper wide groove portion 1b. It has an aperture closing plate 4 that is stretched by welding or the like and partially closes the aperture region of the punching metal. The opening blocking plate 4 is formed under the opening region 3a, leaving the opening region 3a on the upper side of the tide plate 3 at the time of the erection with the pin P of the tide plate 3 as a fulcrum in the open state. The opening area on the side is closed, and the opening blocking area 3b becomes a water stop area so that the water stop height H shown in FIG. 1 can be secured when the tide plate 3 is turned upright. is there. Therefore, the said tide plate 3 has the opening area | region 3a at the time of rotation standing up, and has the opening obstruction | occlusion area | region (water stop area | region) 3b on the lower side. In addition, the said opening area | region 3a allows rainwater etc. to flow in into the drainage groove 1 at the time of the closure of the drainage groove 1 by the said tide board 3. FIG.

  Further, on the back surface of the tide plate 3, there are end reinforcing members 5 and 6 disposed on both ends in the width direction and extending in the longitudinal direction, and an intermediate reinforcing member 7 disposed in the intermediate portion in the width direction and extending in the longitudinal direction. The end reinforcing members 5 and 6 are seated on the step portion 1 a of the drainage groove 1 when the drainage groove 1 is closed by the tide plate 3. Between the end reinforcing member 5 on the pivot pin P side in the tide plate 3 and the metal plate 2b on one side (the end reinforcing member 5 side) of the lower narrow groove portion 1c of the drainage groove 1. The water stop sheet (water stop member) 8 is stretched. Further, the tide plate 3 is interposed between the metal plate 2b on the other side (the side opposite to the stretched side of the water blocking sheet 8) and the intermediate reinforcing member 7 in the lower narrow groove portion 1c of the drainage groove 1. A bendable / extendable stopper member 9 that is held in the rotating upright position is mounted obliquely.

  The opening prevention member 9 is composed of a link lever that can be bent in the middle. The opening prevention member 9 is in an extended state when the tide plate 3 is turned upright, and holds and fixes the tide plate 3 in the rotation upright position. The tide plate 3 can be rotated to the closed position of the drainage groove 1 by bending the middle part of the member 9 by an artificial operation. Then, the opening preventing member 9 bent when the drainage groove 1 is closed by the tide plate 3 is folded and housed in the lower narrow groove portion 1c of the drainage groove 1 as shown in FIG. Yes.

  A plurality of the tide plates 3 attached to the drainage groove 1 as described above are adjacently disposed along the longitudinal direction of the drainage groove 1 as shown in FIG. And the water stop members 10a and 10b, such as a rubber bead which can be contacted / separated mutually, are attached to the adjacent edge part of each tide board 3 as shown in FIG. These water-stop members 10a and 10b are in contact with each other when the adjacent tide plates 3 are held on the same surface to seal between the tide plates 3 and rotate one of the adjacent tide plates 3 The water stop members 10a and 10b are separated from each other when being operated. Further, in the vicinity of both ends of the drainage groove 1 in the longitudinal direction, columns 11 and 12 are provided so as to extend along the tide plates 3 on both sides in the tide plate 3 group at the time of turning upright. The pillars 11 and 12 are provided with packings (water stopping members) 13 and 14 for contacting the tide plates 3 on both sides when the tide plate 3 group is turned upright. The tide plate 3 has a handle (not shown) for opening and closing that can be projected and retracted from the surface thereof.

Next, the operation will be described.
As shown in FIG. 2, in a normal state where a plurality of tide plates 3 close the drainage grooves 1, rainwater and the like flow into the drainage grooves 1 from the opening regions 3 a of the respective tide plates 3, but a large amount of rain When the tide plate 3 is sometimes rotated in the opening direction of the drainage groove 1, the opening prevention member 9 follows the tide plate 3 and moves in the extending direction. The member 9 is in the maximum extension state, and the tide plate 3 is held and fixed at an upright position rising from the edge of the structure facility side in the groove width direction at the opening of the drainage groove 1. In this way, the tide plate 3 that also serves as a lid for the drainage groove 1 is raised and held from the edge of the structure facility side edge of the drainage groove 1 so that the rainwater flowing to the structure facility side during heavy rainfall is The water is blocked by the water stop region 3b of the tide plate 3 and guided into the drainage groove 1 to prevent water from entering the structure facility.

  According to the first embodiment described above, the tide plate 3 serving also as the lid of the drainage groove 1 is pivotally supported by the pin P so as to be able to open and close at the opening of the drainage groove 1, and the tide plate 3 is supported by the drainage groove. Since it is constructed so that it can be raised from the edge of the structure facility side in the groove width direction at the opening of 1 and held by the opening-preventing member 9, the tide plate 3 can be turned upright only during heavy rainfall. The rainwater flowing to the structure facility side can be dammed by the tide plate 3 and guided into the drainage groove 1, so that the inundation into the structure facility can be easily prevented. is there. In addition, in the standing and holding state of the tide plate 3, a gap between the lower end portion of the tide plate 3 and the wall portion of the drainage groove 1 is sealed with a water-stop sheet 8 and a plurality of tide plates 3 that are adjacently raised. Between the water-stopping members 10a and 10b such as rubber beads and between the tide plates 3 and the pillars 11 and 12 on both sides in the plurality of adjacent tide plates 3 are sealed with packings 13 and 14, respectively. There is an effect that it is possible to ensure a sufficient water stop performance in a state where the tide plate 3 is held up.

  In addition, as described above, the tide plate 3 that also serves as a lid of the drainage groove 1 has an effect that it can be attached to the existing drainage groove 1 and installed. Further, the tide plate 3 is made of punching metal, and when the opening of the drainage groove 1 is closed, the opening blocking plate 4 on the back side of the punching metal, the reinforcing members 5, 6, 7 and the opening preventing member 9 are not exposed at all. There is an effect that only the group of openings (punching holes) on the entire surface of the punching metal exhibits a design appearance.

Embodiment 2. FIG.
FIG. 5 is a sectional view showing a tide structure also serving as a drain groove cover according to Embodiment 2 of the present invention, and FIG. 6 is a sectional view showing a state in which the tide plate in FIG. 5 is closed, which is the same as FIGS. The same reference numerals are used for the portions, and repeated description is omitted.
In this second embodiment, in a state where the tide plate 3 in the first embodiment is opened, safety measures for preventing a pedestrian such as an infant from falling into the drainage groove 1 immersed in the muddy flow at the time of heavy rainfall. (Measures to prevent pedestrian fall), and as a safety measure, the drainage groove 1 on the stepped portion 1a opposite to the pivot pin P of the tide plate 3 in the opening (upper wide groove portion 1b) of the drainage groove 1 The fall prevention member 15 for narrowing the upper end opening groove width of the tide plate 3 is added, and the end reinforcing member 6 (see FIG. 1) on the rotation free end side of the tide plate 3 is removed, so that the rotation free end side is The drainage groove 1 is closed by abutting and supporting on the fall prevention member 15.

  In addition, the said fall prevention member 15 is comprised by the member which can permeate | transmit water, such as a punching metal and a grid | lattice-like member, and the hole of the opening area | region 3a of the tide board 3 of a closed position is obstruct | occluded by the said fall prevention member 15. It is also possible to allow the flowing water such as rainwater to flow into the drainage groove 1 from the open region 3a of the closed tide plate 3 during normal rain.

  According to the second embodiment configured as described above, the upper-end opening groove width of the drainage groove 1 can be narrowed by the fall prevention member 15 within a range that allows the opening / closing member 9 of the tide plate 3 to be bent and extended. Therefore, even if the drainage groove 1 is in a state where the tide plate 3 is opened and immersed in a muddy flow during heavy rainfall, a pedestrian is unlikely to fall into the drainage groove 1 and the safety is improved.

Embodiment 3 FIG.
FIG. 7 is a perspective view showing a principal part of a tide structure that also serves as a drain groove cover according to Embodiment 3 of the present invention. The same parts as those in FIGS.
In the third embodiment, as a pedestrian fall prevention measure replacing the fall prevention member 15 of the second embodiment, the fall prevention inner lids 16A and 16B having water permeability are fitted and held in the drainage groove 1. It is. In the third embodiment, a rail-like inner lid support member 17 parallel to the metal plate 2b on both sides of the opening in the lower narrow groove portion 1c of the drainage groove 1 is fixed by welding or the like. The grid-shaped inner lids 16A and 16B are placed on the top. The inner lids 16A and 16B are divided into a plurality of portions at the portion of the opening prevention member 9 so as not to interfere with the opening prevention member 9, and are placed on the inner lid support member 17. By being held at substantially the same height as the first step portion 1a, the intermediate reinforcing member 7 on the back surface of the tide plate 3 and the inner lids 16A and 16B do not interfere with each other at the closed position of the tide plate 3. .

  As described above, according to the third embodiment configured to fit and hold the lattice-shaped inner lids 16A and 16B on the opening side of the drainage groove 1, the drainage groove 1 is muddy when the tide plate 3 is opened during heavy rainfall. Even if it is immersed, there is a danger that a pedestrian will step out of the drainage groove 1 and fall due to the entire opening side of the drainage groove 1 being covered with the inner lids 16A, 16B. There is an effect that it is possible to secure highly reliable safety. In addition, the inner lids 16A and 16B are divided at the portion of the opening prevention member 9 so as not to interfere with the opening prevention member 9, and are supported on the inner lid support member 17 in the lower narrow groove portion 1c of the drainage groove 1, And in the closed position of the tide plate 3, the intermediate reinforcement member 7 on the back surface of the tide plate 3 is accommodated in the upper wide groove portion 1b of the drainage groove 1, and the intermediate reinforcement member 7 and the inner lids 16A and 16B do not interfere with each other. There is an effect that the tide plate 3 can be opened and closed smoothly.

  The inner lids 16A and 16B are not limited to those having a lattice shape as shown in FIG. 7, but are other perforated flat plate members having strength that can withstand the weight of a pedestrian, such as punching metal. In this case, the same fall prevention effect can be expected. The inner lids 16A and 16B can be used together with the fall prevention member 15 according to the second embodiment, and in this case, the same effect can be expected.

Embodiment 4 FIG.
In the first to third embodiments, the tide plate 3 is configured to turn upright at the opening edge on the structure facility side in the groove width direction of the drainage groove 1, but the opposite side, that is, You may comprise so that the said tide board 3 may be rotated upright at the opening edge part on the opposite side to the structure facility side of the groove width direction of the drainage groove 1. FIG. Even in this case, the rainwater flowing from the outside of the structure facility to the structure facility side can be blocked by the standing tide plate 3 and the overflow water from the tide plate 3 enters the drainage groove 1. By flowing down, there is an effect that inundation into the structure facility can be prevented as in the case of the first embodiment.

Embodiment 5. FIG.
In each of the above embodiments, the tide plate 3 is opened / closed and rotated at one side edge in the groove width direction at the opening of the drainage groove 1, but both side edges of the drainage groove 1 in the groove width direction are used. It is good also as a double-opening type structure which pivotally supported the tide board 3 which can be opened and closed in a relative direction to a part. In this case, the pair of left and right tide plates 3 that turn upright at a position sandwiching the drainage groove 1 in the groove width direction may have the same water stop height at the time of turning up, It is preferable to make the water stop height of the tide plate 3 on the anti-structure facility side lower than the tide plate 3 on the facility side.

  According to the fifth embodiment configured as described above, rainwater and the like flowing from the outside of the structure facility to the structure facility side are blocked by the tide plate 3 on the side of the anti-structure facility of the drainage groove 1 and from the tide plate 3. The overflow water can be allowed to flow into the drainage ditch 1, and the flowing water in the drainage ditch 1 can be prevented from overflowing to the structure facility side by the tide plate 3 on the structure facility side. .

  In addition, in order to prevent the flowing water from flowing around at both ends of the drainage groove 1, a more effective water stop performance can be obtained by providing a packing surrounding the edge of the drainage groove 1. Moreover, the said tide board 3 is not specified to a punching metal, The whole surface may have a water stop performance.

  1, 5, and 7, the tide plate 3 in an upright state is set upright. However, the tide plate 3 is inclined when the drainage groove 1 is provided on an inclined surface. You may make it stand up, and also in this case, it is possible to acquire the same tide prevention effect. Further, the drain groove 1 does not have to be in a straight line shape, and in this case as well, a tide structure similar to that of each of the above embodiments can be provided.

BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a conceptual cross-sectional view showing a tide structure that also serves as a drain groove cover according to Embodiment 1 of the present invention. It is sectional drawing which shows the state which closed the tide plate in FIG. 3A is a right side view of FIG. 1, and FIG. 3B is a plan view of FIG. 3A. It is sectional drawing which shows the water stop structure between adjacent tide plates. It is sectional drawing which shows the tide structure also used as the drain groove cover by Embodiment 2 of this invention. It is sectional drawing which shows the state which closed the tide plate in FIG. It is a principal part perspective view which shows the tide structure for drain-groove cover by Embodiment 3 of this invention.

Explanation of symbols

DESCRIPTION OF SYMBOLS 1 Drain groove 1a Step part 1b Wide upper groove part 1c Lower narrow groove part 2a, 2b Metal plate 3 Tidal plate 3a Opening area 3b Opening blockage area 4 Opening blockage board 5, 6 End reinforcement member 7 Intermediate reinforcement member 8 Stop Water sheet (water-stop member)
9 Opening stop member 10a, 10b Water stop member 11, 12 Pillar 13, 14 Packing 15 Fall prevention member 16A, 16B Inner lid (fall prevention member)
P pin

Claims (4)

  A tide plate pivotally supported on at least one side wall portion in the groove width direction in the opening of the drainage groove provided inside and outside the structure facility, and opening and closing the opening of the drainage groove; A tide-proofing structure that also serves as a drainage groove lid, comprising an opening preventing member that is held at a rotating standing position that rises from an opening edge of the groove.   2. A tide structure that also serves as a drain groove cover according to claim 1, wherein a water stop member is provided between an end edge portion of the tide plate on the shaft support side and a drain groove wall portion on the shaft support side. . The opening prevention member is mounted so as to be able to bend and extend across the back surface of the tide plate and the inner wall of the drainage groove, and moves in the extension direction following the tide plate when the tide plate rotates in the standing direction. Thus, the tide plate is in the maximum extended state at the rotation standing position of the tide plate, holds the tide plate, and the tide plate is closed from the drainage groove by bending the opening preventing member in the maximum extended state from the middle part. The tide structure according to claim 1, wherein the tide structure is also used as a drain groove cover.   3. The drainage groove cover according to claim 1 or 2, wherein a plurality of the tide plates are arranged adjacent to each other in the longitudinal direction of the drainage groove, and a water stop member is provided between the adjacent tide plates. Tide structure.

Images