KR200206534Y1 - Tide sensing installation structure and manufacture system - Google Patents

Abstract

The present invention allows the tide detection sensor to measure the tidal difference and the flow direction and the flow rate of the tidal stream stably fixed on the sea floor, so that the tide detection sensor is configured to detect the tide situation more accurately It relates to a sensor mounting structure and its construction method.

According to a feature of the present invention, the bottom layer is fixedly coupled to the rock layer of the bottom of the seabed and the mat layer for tidal-layer cutoff is flat to a certain thickness below the buried hole of the support pipe having a certain length exposed from the bottom. And a granite layer in which a plurality of unit fines are stacked is formed at a predetermined height on an upper surface of the mat layer in the buried hole of the support pipe which is the upper part of the mat layer. The built-in concrete layer is provided to the tide sensor mounting installation structure, characterized in that formed from the upper surface of the fine stone layer formed to the upper end of the support pipe.

Description

Installation structure for mounting tidal sensor and construction method {TIDE SENSING INSTALLATION STRUCTURE AND MANUFACTURE SYSTEM}

The present invention relates to an installation structure for installing the tidal sensor and the construction method, and more specifically, to allow the tidal sensor to measure the difference between the tidal flow and the flow direction and flow rate stably fixed to the seabed The present invention relates to an installation structure for installing the tide sensor and the construction method of the tide sensor so that the tide sensor can more accurately detect the tide.

In general, when the tide sensor is installed in the sea to measure the difference between tidal flow and the flow direction of the tidal flow and the flow rate of the tidal flow coming in or coming out of the tide in the sea as shown in FIG. Even though the support plate (10) of the rectangular with a relatively heavy weight is produced outside the sea water so that the diver seats the support plate (10) on the sea bottom of the coast to install the tide sensor (310) and then the support plate (10) On the upper surface of the tide detection sensor 310 is fixed by using an anchor bolt or turnbuckle while adjusting the horizontal state of the housing 320 is mounted.

However, such a conventional tide sensor installation structure is a process in which the high tide of low tide or low tide of low sea water is repeated in the case of the West Coast where tidal flats are not compacted but the difference between tidal sea Seawater entering or exiting the shoreline vortexing while striking the side end portion of the support plate 10 seated on the tidal-flat layer 21 to dig the sea bottom, that is, the tidal-flat layer 21 on which the end of the support plate 10 is seated. As the horizontal state of the support plate 10 is inclined, the correct position of the tidal sensor 310 mounted on the upper surface of the support plate 10 is disturbed, thereby detecting the tidal force detected by the tidal sensor 310. Not only is the data inaccurate, but in severe cases, the tidal-flat layer 21 around the backing plate 10 scattered by the seawater covers the tide sensor 310 to tidalize. There is a problem that may be subject to removal from the function of the assistant detection sensor 310 for detecting the state.

The present invention has been proposed in view of the problems described above, the purpose of which is fixed to the rigid strata of the bottom of the sea floor so as not to flow by the difference between tidal, and the tidal-layer of the tide detection sensor installed on the sea floor is vortexed It is to provide a tide detection sensor mounting structure and construction method configured so that the tide detection sensor can more accurately detect the situation of the tide.

According to a feature of the present invention for achieving the above object, the bottom portion is fixedly coupled to the rock layer of the sea bottom and the top layer for blocking the mud flat layer below the buried hole of the support pipe having a certain length exposed from the sea bottom The mat layer is formed to have a uniform thickness, and the inside of the buried hole of the support pipe, which is the upper part of the mat layer, has a granite layer in which a plurality of unit fine grains are stacked at a predetermined height on the upper surface of the mat layer. The buried hole of the pipe is provided with a tide detection sensor mounting structure, characterized in that the steel layer is built in the concrete layer is formed from the upper surface of the fine layer to the upper end of the support pipe.

In addition, according to another feature of the present invention, by hitting the pile-shaped support pipe having a longitudinally penetrating hole therein with a pile type at sea, the lower end of the support pipe is supported by the rock layer through the tidal layer of the sea bottom A support pipe fixing step of fixing the support pipe; Cutting a support pipe having a lower end fixed to a rock layer on the sea bottom so that an upper end of the support pipe is exposed to a predetermined height from the sea bottom in sea water; A dredging layer dredging step of dredging a tidal flat layer in a buried hole of a support pipe having a lower end fixed to a rock layer on the sea floor with an underwater dredging pump; Mat layer forming step of inserting at least one mat into the buried hole of the support pipe dredging the tidal flat layer to form a mat layer of a uniform thickness horizontally so that the remaining tidal flat layer inside the buried hole does not leak to the upper side Wow; A fine stone layer forming step of forming a fine stone layer having a predetermined height from the mat layer by laminating unit fines into the buried holes of the support pipe on which the mat layer is formed; A steel frame forming step of forming a steel frame having a predetermined shape by using reinforcing bars in the buried holes of the support pipe which is the upper part of the fine stone layer; The installation structure installation method for installing a tide detection sensor, characterized in that consisting of a concrete forming step of forming a concrete layer from the upper surface of the fine stone layer to the upper end of the support pipe by curing the ready-mixed concrete into the buried hole of the support pipe is formed. do.

1 is a configuration diagram showing a structure for installing a conventional tide sensor.

Figure 2 is a block diagram showing an installation structure for mounting the tide sensor according to an embodiment of the present invention.

3A, 3B, 3C, 3D, 3E, 3F, 3G, and 3H are flowcharts illustrating a manufacturing process of an installation structure for mounting a tide sensor according to the present invention.

<Explanation of symbols for the main parts of the drawings>

100: mounting structure for mounting the tide sensor 110: support pipe

111: buried hole 120: mat layer

121: mat 130: fine stone layer

131: fine stone 140: concrete layer

140 ': ready-mixed concrete 141: steel frame

141a: rebar 142: anchor bolt

143: height adjusting nut 144: fixing nut

150: blocking fence 160: tidal vortex prevention layer

161: excavation groove 162: weight bag

163: mat layer 210: rock layer

220: tidal-flat layer 310: tide sensor

320: tide sensor housing 321: coupling hole

410: pile type 420: diver

430: dredging pump

Hereinafter, with reference to the accompanying drawings, the installation structure for mounting the tide sensor and the construction method of the present invention in detail as follows.

Figure 2 is a block diagram showing an installation structure for mounting the tide sensor according to an embodiment of the present invention.

As shown, the installation structure for mounting the tide detection sensor 100 according to the embodiment of the present invention is a cylindrical shape having a buried hole 111 penetrating in the longitudinal direction therein the lower end portion in the rock layer 210 of the sea bottom The mat layer 120 for blocking the tidal-flat layer 220 is formed to have a uniform thickness under the buried hole 111 of the support pipe 110 having a predetermined length, which is fixedly coupled and has a predetermined length exposed from the sea bottom. The inside of the buried hole 111 of the support pipe 110, which is the upper portion of the mat layer 120, has a predetermined height on the upper surface of the mat layer 120. The steel frame 141 is formed so that the tide detection sensor housing 320 with the tide detection sensor 310 is mounted in the buried hole 111 of the support pipe 110 which is the upper portion of the fine layer 130. Built-in concrete layer 140 to the upper end of the support pipe 110 from the upper surface of the fine layer 130 It is is configured.

On the upper periphery of the concrete layer 140 on which the tidal detection sensor housing 320 is installed, a blocking fence 150 for preventing an external object from colliding with the tidal detection sensor housing 320 and the tidal detection sensor 310 is provided. Is formed, the anchor bolt 142 is fitted to the upper surface of the concrete layer 140, the coupling hole 321 of the tide detection sensor housing 320 is inserted into the lower portion, and coupled to the anchor bolt 142 for height adjustment The nut 143 and the fixing nut 144 are fastened.

In addition, in some cases, an excavation groove 161 having a predetermined depth is formed in the sea bottom around the upper end of the support pipe 110, and the excavation groove 161 has a plurality of unit weights 162 having a certain weight. ) Is inclined from the bottom surface of the excavation groove 161 to the upper end of the support pipe 110 to form a tidal vortex prevention layer 160 to form a tidal flat layer 220 around the upper end of the support pipe 110 By vortexing by the flow does not flow in the direction of the tide detection sensor 310, the tide detection sensor 310 may be configured to more accurately detect the situation of the tide, the unit weight bag 162 stacked excavation In some cases, a mat layer 163 may be formed on the bottom surface and the sidewall of the groove 161 to prevent the tidal vortex prevention layer 160 from sinking or the tidal layer 220 is vortexed by the tidal flow. Can be configured to be The.

Figure 3a to 3h is a flow chart showing the manufacturing process of the installation structure for mounting the tide detection sensor of the present invention.

As shown in the drawing, the construction method of the tide sensor mounting installation structure 100 according to the present invention includes a tubular support pipe 110 having a buried hole 111 penetrating in a longitudinal direction therein as shown in FIG. 3A. A support pipe fixing step of hitting the pile type machine 410 in the sea as described above so that the lower end of the support pipe 110 passes through the tidal-flat layer 220 of the sea bottom and is supported by the rock bed layer 210. As shown in FIG. 3B, the support pipe 110 having the lower end fixed to the rock layer 210 is cut off from the sea bottom such that the upper end of the support pipe 110 is exposed to a predetermined height from the sea bottom in the seawater. A submerged dredging pump and a tidal flat layer 220 in the buried hole 111 of the support pipe 110, the lower end of which is fixed to the rock layer 210 on the sea bottom, as shown in FIG. Dredging stage of dredging to a certain depth at 430, The tidal flat layer remaining inside the buried hole 111 by inserting at least one mat 121 into the buried hole 111 of the support pipe 110 dredging the tidal flat layer 220 to a predetermined depth as shown in FIG. Mat layer forming step of forming a mat layer 120 of a predetermined thickness horizontally flat so that the 220 does not leak to the upper side, and in the buried hole 111 of the support pipe 110, the mat layer 120 is formed As shown in FIG. 3E, the fine granules layer 131 is formed by laminating and inserting the fine granules 131 and forming the fine granules layer 130 having a predetermined height from the mat layer 120. Steel frame forming step of forming a steel frame 141 of a predetermined shape using a reinforcing bar 141a in the buried hole 111 of the upper support pipe 110, as shown in Figure 3f, the steel frame 141 is formed Inserting and curing the ready-mixed concrete 140 'into the buried hole 111 of the support pipe 110 as shown in Figure 3g ) Is manufactured through the concrete forming step of forming the concrete layer 140 to the upper end of the support pipe 110 from the upper surface, and then the tide detection sensor 310 on the top of the concrete layer 140 as shown in Figure 3h ) Is installed by the tide detection sensor housing 320, an external object on the tide detection sensor housing 320 and the tide detection sensor 310 on the top surface of the surrounding concrete layer 140 of the tide detection sensor 310. A blocking fence 150 is installed to prevent the collision.

In addition, when the tidal flat 220 is relatively thin in the tidal flat dredging step, the tidal flat 220 located in the buried hole 111 of the support pipe 110 is a rock layer located below the tidal flat 220 ( Dredging with the submerged dredging pump 430 until the 210 is exposed, and then after the formation of the fine stone layer 130 in the buried hole 111 located on the upper surface of the rock bed layer to a predetermined height from the upper surface of the fine stone layer 130 To form the concrete layer 140 to the upper end of the support pipe 110, or to form the concrete layer 140 directly from the upper surface of the rock layer to the upper end of the support pipe 110, the mat layer 120 and fine stone layer ( 130 may be omitted, and the steel frame 141 embedded in the concrete may also be omitted in some cases.

In addition, the blocking fence 150 is installed on the upper surface of the concrete layer 140 is coupled to the steel frame 141 in the steel frame forming step and then the lower end of the blocking fence 150 in the concrete forming step to the concrete layer 140 It may be fixedly installed on the upper surface of the concrete layer 140, which is embedded fixedly coupled or cured by the anchor bolt 142.

In addition, the excavation groove 161 formed on the surrounding sea bottom of the support pipe 110 is formed by excavation after the concrete layer 140 is formed, and afterwards a plurality of unit weights 162 in the excavation groove 161. It is preferable to form a tidal vortex prevention layer 160 by stacking the inclined to the upper end of the support pipe 110 from the bottom surface of the excavation groove 161.

The installation structure for mounting the tide detection sensor 100 according to the present invention configured as described above is fixed to the bottom of the support pipe 110 through the tidal-flat layer 220 of the sea bottom and is fixed to the solid rock layer 210. When the tide enters or exits the shoreline by a car, the seawater vortexes while hitting the outer circumference of the upper surface of the support pipe 110 exposed at a certain height from the sea bottom to dig out the tidal layer 220 of the support pipe 110. Even though the support pipe 110 fixed to the lower end of the rock layer 210 is not flowing, the tide detection sensor 310 installed on the upper surface of the concrete layer 140 is not eccentric and always maintains the correct position as the tide situation The assistant tide sensor 310 can be detected more accurately.

In addition, the installation structure for mounting the tide detection sensor 100 according to an embodiment of the present invention is the blocking fence 150 in the upper peripheral edge of the concrete layer 140, the tide detection sensor 310 and the tide detection sensor housing 320 is mounted ) Is installed so that the external shock, for example, the bottom of the boat running at sea or the fishing net to block the tide sensor sensor housing 320 and the tide sensor 310 to prevent expensive tide detection It is possible to prevent damage of the sensor 310 in advance.

In addition, the tide sensor mounting installation structure 100 according to an embodiment of the present invention is formed in the excavation groove 161 after the excavation groove 161 of a predetermined depth is formed on the bottom surface around the upper end of the support pipe 110 Since a plurality of unit weights 162 are stacked to be inclined from the bottom of the excavation groove 161 to the upper end of the support pipe 110 to form a tidal vortex prevention layer 160 to form a tidal flat layer around the support pipe 110 ( Since the 220 is blocked from being vortexed and scattered by the tidal flow, the tidal flat layer 220 prevents the tide sensor 310 from malfunctioning or losing its function.

The installation structure for mounting the tide sensor according to the embodiment of the present invention as described above is fixedly coupled to the rock layer, which is a relatively solid ground, the lower end of the support pipe passes through the tidal flat layer of the seabed surface, the seabed around the upper end of the support pipe The tidal vortex prevention layer is formed on the surface, so that the tidal current is not shaken by the tidal flow, and the tidal layer of the support pipe is not vortexed by the tidal flow so that the tidal current is installed on the upper surface of the concrete layer. The sensor keeps its position at all times, making it possible to detect the tide situation more accurately, and also to prevent the tide sensor from malfunctioning or losing its function due to the vortex of the tidal flat. .

In addition, the installation structure for mounting the tide detection sensor according to an embodiment of the present invention is installed in the outer periphery of the upper surface of the concrete layer, the external shock that can be applied to the tide detection sensor and the tide detection sensor housing for example sea running The bottom of the boat or the fishing net to block the tide detection sensor housing and the tide detection sensor to prevent the damage of the expensive tide detection sensor in advance.

Claims (3)

The mat layer for blocking the mud flat layer 220 below the buried hole 111 of the support pipe 110 having a fixed length at which the lower end is fixedly coupled to the rock layer 210 of the sea bottom and has a predetermined length exposed from the sea bottom. The flat layer 120 is formed to have a predetermined thickness, and the fine layer 130 in which a plurality of unit fines 131 are stacked is formed in the embedded hole 111 of the support pipe 110, which is the upper portion of the mat layer 120. A predetermined height is formed on the upper surface of the layer 120, and the concrete layer 140 having the steel frame 141 is formed in the buried hole 111 of the support pipe 110, which is the upper portion of the fine stone layer 130. Installation structure for mounting a tide detection sensor, characterized in that formed from the upper surface of the 130 to the upper end of the support pipe (110). According to claim 1, wherein the tide detection sensor 310 to prevent the external object from colliding with the tide detection sensor housing 320 and the tide detection sensor 310 on the upper peripheral edge of the concrete layer 140, the process installation process The installation structure for mounting the tide detection sensor, characterized in that the blocking fence 150 is formed. According to claim 1, Excavation groove 161 of a predetermined depth is formed on the bottom surface around the upper end of the support pipe 110, a plurality of unit weight bag 162 is stacked in the excavation groove 161 is tidal vortex Installation structure for mounting the tide detection sensor, characterized in that the prevention layer 160 is formed.