A support system and construction method for observing hydrological elements in mountainous areas

Abstract

The present invention provides a support system and construction method for observing hydrological elements in mountainous areas. The system includes an observation platform installed on a sloped channel; the channel is located within the slope; both sides of the observation platform are connected to the slope via lateral support modules; a plurality of vertically arranged vertical rods are fixed to and through the bottom of the observation platform, with the supports of the vertical rods being fixed to the channel; and at least one counterweight is provided at the bottom of the observation platform to ensure the center of gravity of the observation platform. This support system can be used for constructing a hydrological element observation platform in mountainous areas. It supports the observation platform using a plurality of vertically arranged vertical rods, and laterally secures the observation platform using lateral support modules, thereby effectively supporting the observation platform in both horizontal and vertical directions. Insertion rods and positioning rods are further used to secure the observation platform diagonally.

Description

Technical Field

[0001] The present invention belongs to the field of environmental monitoring, and in particular relates to a support system for observing hydrological elements in mountainous areas and a construction method thereof. Background Art

[0002] The collection of hydrological data involves observing various hydrological elements of rivers, lakes, and oceans. Hydrological elements for rivers, lakes, and oceans include water depth, water level, flow direction, flow velocity, discharge, water temperature, ice conditions, specific gravity, sediment content, precipitation, evaporation, water color, transparency, and water chemical composition. Marine hydrological elements include tides, tidal currents, waves, ocean currents, seawater temperature, salinity, air temperature, air pressure, wind direction, wind speed, and plankton. Hydrological observation stations are typically deployed at specific locations or sections of rivers, lakes, and oceans under specific conditions to conduct long-term, uninterrupted hydrological observations. After compilation and analysis, these observational data not only serve as the basis for various hydrological forecasts, but also provide crucial information for studying seabed, riverbed, and riverbank changes, ocean currents, runoff patterns, design calculations for various water conservancy and coastal engineering projects, and the compilation of navigation guides.

[0003] At present, when observing the hydrological elements of mountain ditches, it is mostly necessary to establish a dedicated observation platform and install various sensors on the platform to monitor the various environmental elements of the ditches. However, in the existing technology, the construction and installation of the observation platform is very troublesome and inconvenient due to the special soil environment and geographical environment of the mountain ditches, and the stability of the observation platform after installation is poor. Therefore, it is necessary to introduce a support system for observing the hydrological elements of mountain ditches to solve the above problems. Summary of the Invention

[0004] The purpose of the present invention is to overcome the shortcomings of the existing technology and provide a support system and construction method for observing hydrological elements in mountainous channels. This support system can be used to build a hydrological element observation platform in mountainous areas. It supports the observation platform by utilizing multiple vertical rods arranged vertically, and uses lateral support modules to fix the observation platform laterally, thereby effectively supporting the observation platform in both horizontal and vertical directions, and further fixes the observation platform diagonally by using insertion rods and positioning rods, thereby forming a stable support system structure to ensure the stability of the observation platform.

[0005] In order to achieve the above technical features, the purpose of the present invention is achieved as follows: a support system for observing hydrological elements in a mountainous area, comprising an observation platform arranged on a channel on a slope; the channel is located inside the slope;

[0006] Both sides of the observation platform are connected to the slope through lateral support modules;

[0007] A plurality of vertical rods are fixed at the bottom of the observation platform and pass through the observation platform, and the supports of the vertical rods are fixed on the channel;

[0008] The bottom of the observation platform is provided with at least one counterweight block for ensuring the center of gravity of the observation platform.

[0009] The plurality of vertical rods are evenly distributed in a ring shape around the axis of the observation platform, and a plurality of cross rods are connected between every two adjacent vertical rods to form a ring-shaped support structure.

[0010] The lateral support module includes a trough body provided on the slope, and the trough body is provided on the upper part of the inner side wall of the channel;

[0011] An outer frame is provided inside the tank;

[0012] Fixed blocks are provided on both sides of the observation platform corresponding to the outer frame;

[0013] The fixing block is fixedly connected to the frame of the outer frame at the same time;

[0014] Concrete is poured inside the outer frame.

[0015] The outer frame is provided with a prefabricated groove matched with the fixing block, and the fixing block is clamped in the interior of the prefabricated groove.

[0016] The bottom of the observation platform is connected to an inclined insertion rod, and one end of the insertion rod facing away from the observation platform is inserted into the outer frame of the lateral support module.

[0017] A positioning rod is inserted into one side of the inner portion of the outer frame, and the end of the positioning rod is inserted into the inner portion of the insertion rod.

[0018] A plurality of first oblique rods arranged obliquely and in parallel are provided between the insertion rod and the vertical rod, and the first oblique rods are arranged along the extending direction of the positioning rod.

[0019] A plurality of second oblique rods arranged obliquely are provided between the vertical rod and the bottom of the channel;

[0020] A connecting rod is connected between the second oblique rod and the first oblique rod.

[0021] Monitoring sensors are provided on the vertical rods and / or lateral support modules.

[0022] A method for constructing a support system for observing hydrological elements in mountainous areas comprises the following steps:

[0023] Step 1: Prefabrication of lateral support modules:

[0024] According to the design size of the lateral support module, the outer frame is pre-welded and assembled in the factory using profiles, and a prefabricated groove is reserved on the top of the outer frame;

[0025] Step 2: Installation of lateral support module:

[0026] According to the basic size of the prefabricated outer frame, a trough is excavated on the upper part of the two inner walls of the slope channel, and the outer frame is initially fixed on the trough;

[0027] Step 3: Prefabrication of vertical poles:

[0028] According to the basic dimensions of the observation platform and the channel, cut the vertical rods of corresponding sizes and connect them through horizontal rods to form a ring-shaped support structure;

[0029] Step 4: Installation of the ring support structure:

[0030] Clean the bottom of the trench and fix the prefabricated annular support structure to the bottom of the trench;

[0031] Step 5: Preliminary installation of the observation platform:

[0032] Pre-machine through holes that match the vertical rods on the observation platform; and fix fixing blocks that match the prefabricated grooves on both sides of the observation platform; and fix a counterweight block at the bottom of the observation platform;

[0033] Then, install the entire observation platform support on the top of the vertical pole and ensure that the fixing block is set inside the prefabricated groove;

[0034] Step 6: Preliminary fixation of the observation platform and the outer frame:

[0035] Fix the rod between the bottom of the observation platform and the outer frame, and initially fix the rod inside the outer frame through the positioning rod;

[0036] Step 7: Fix the annular support structure to the channel and lateral support modules:

[0037] A first oblique rod is fixedly arranged between the vertical rod and the insertion rod; a second oblique rod is fixedly arranged between the vertical rod and the channel, and a connecting rod is fixedly arranged between the first oblique rod and the second oblique rod;

[0038] Step 8: Casting of lateral support modules:

[0039] After all the structures of the support system are initially fixed, concrete is poured into the interior of the outer frame. After the concrete solidifies, the observation platform, lateral support modules, annular support structure and slope are connected to form a stable support system.

[0040] Step 9: Arrangement and installation of monitoring sensors:

[0041] After the support system is stabilized, monitoring sensors are installed and arranged on the vertical poles and / or lateral support modules according to observation needs.

[0042] The present invention has the following beneficial effects:

[0043] 1. The support system for observing hydrological elements in mountainous channels of the present invention supports the observation platform by utilizing a plurality of vertical rods arranged along the vertical direction, and fixes the observation platform laterally by utilizing a lateral support module, thereby effectively supporting the observation platform in both horizontal and vertical directions, and further fixes the observation platform diagonally by utilizing insertion rods and positioning rods, thereby forming a stable support system structure to ensure the stability of the observation platform.

[0044] 2. The present invention's support system for observing channel hydrological elements in mountainous areas utilizes a counterweight optimally positioned at the bottom of the observation platform. This minimizes the fluctuation of the platform's center of gravity when it shakes, thereby ensuring the stability of the observation platform after installation. Furthermore, the multi-rod mounting structure facilitates the subsequent installation of sensors and the routing of pipelines, further enhancing the device's practicality.

[0045] 3. The support system for observing hydrological elements in mountainous channels of the present invention has high overall structural stability and is easy to construct. It uses a variety of support and stabilization means to ensure the stability of the observation platform after installation, thereby adapting to complex and special channel environments and having good promotion value.

[0046] 4. By adopting the support system construction method of the present invention, the entire support system can be quickly constructed, effectively improving construction efficiency, ensuring construction quality, and ensuring the stability and reliability of the support system finally constructed. BRIEF DESCRIPTION OF THE DRAWINGS

[0047] The present invention will be further described below with reference to the accompanying drawings and examples.

[0048] Figure 1 It is a schematic diagram of the overall structure of the support system for observing hydrological elements in mountainous channels according to an embodiment of the present invention.

[0049] Figure 2 yes Figure 1 The structure at point a is magnified.

[0050] In the figure: 100 slope; 101 channel; 102 observation platform;

[0051] 103 lateral support module; 1031 tank body; 1032 outer frame; 1033 concrete; 1034 fixing block; 1035 precast tank;

[0052] 104 insertion rod; 1041 positioning rod;

[0053] 105 vertical rod; 106 first diagonal rod; 107 second diagonal rod; 108 connecting rod; 109 counterweight. DETAILED DESCRIPTION

[0054] The embodiments of the present invention will be further described below with reference to the accompanying drawings.

[0055] Example 1:

[0056] See also Figures 1 and 2 A support system for observing hydrological elements in mountainous channels comprises an observation platform 102 disposed on a channel 101 on a slope; the channel 101 is located within a slope 100; both sides of the observation platform 102 are connected to the slope 100 via lateral support modules 103; a plurality of vertically arranged vertical rods 105 are fixed to the bottom of the observation platform 102 and pass through the observation platform 102, with the supports of the vertical rods 105 being fixed to the channel 101; and at least one counterweight 109 is provided at the bottom of the observation platform 102 for ensuring the center of gravity of the observation platform 102. The support system for observing hydrological elements in mountainous channels of the present invention has high overall structural stability and is easy to construct. It utilizes a variety of support and stabilization methods to ensure the stability of the observation platform after installation, thereby adapting to complex and special channel environments and having good promotion value. The entire support system, through the lateral support modules 103 and the vertical rods 105, forms an integral connection structure with the slope, effectively improving the stability and reliability of the observation platform 102.

[0057] Furthermore, a plurality of vertical rods 105 are evenly distributed in a ring around the axis of the observation platform 102, and a plurality of cross rods are connected between each two adjacent vertical rods 105, thereby forming an annular support structure. By adopting such an annular support structure, the bottom of the observation platform 102 can be reliably supported, ensuring the reliability and stability of its bottom structure.

[0058] Furthermore, the lateral support module 103 includes a trough 1031 formed on the slope 100 and located at the upper portion of the inner wall of the channel 101. An outer frame 1032 is disposed within the trough 1031. Fixing blocks 1034 are provided on either side of the observation platform 102 corresponding to the outer frame 1032. The fixing blocks 1034 are also fixedly connected to the edges of the outer frame 1032. Concrete 1033 is poured into the outer frame 1032. This lateral support module 103 ensures a stable and reliable connection between the observation platform 102 and the slope.

[0059] Furthermore, the outer frame 1032 is provided with a prefabricated groove 1035 that cooperates with the fixing block 1034, and the fixing block 1034 is clamped inside the prefabricated groove 1035. By using the above-mentioned prefabricated groove 1035, it can be used to reliably fix the fixing block 1034, thereby achieving support and fixation of the observation platform 102, ensuring the reliability of the fixation of the observation platform.

[0060] Furthermore, an inclined insertion rod 104 is connected to the bottom of the observation platform 102, and the end of the insertion rod 104 facing away from the observation platform 102 is inserted into the outer frame 1032 of the lateral support module 103. The use of the above-mentioned insertion rod 104 enhances the reliability of the fixed connection between the observation platform 102 and the lateral support module 103.

[0061] Furthermore, a positioning rod 1041 is inserted into one side of the inner portion of the outer frame 1032, and the end of the positioning rod 1041 is inserted into the inner portion of the insertion rod 104. The positioning rod 1041 enhances the reliability of fixing the insertion rod 104.

[0062] Furthermore, a plurality of first oblique rods 106 arranged in parallel and inclined between the insertion rod 104 and the vertical rod 105 are arranged along the extension direction of the positioning rod 1041. The first oblique rods 106 enhance the reliability and stability of the connection between the insertion rod 104 and the vertical rod 105.

[0063] Furthermore, a plurality of second inclined rods 107 are arranged obliquely between the vertical rod 105 and the bottom of the channel 101; and connecting rods 108 are connected between the second inclined rods 107 and the first inclined rods 106. The second inclined rods 107 enhance the stability and reliability of the support between the vertical rod 105 and the channel 101.

[0064] Furthermore, monitoring sensors are provided on the vertical rods 105 and / or the lateral support modules 103. Through the above arrangement and installation scheme, the reliability and accuracy of subsequent observations of hydrological elements are guaranteed.

[0065] In addition, it can be understood that the monitoring sensor here can be a displacement sensor, a soil detection sensor, a vibration sensor or other sensor types, as long as it can monitor various factors of the soil.

[0066] Example 2:

[0067] A method for constructing a support system for observing hydrological elements in mountainous areas comprises the following steps:

[0068] Step 1: Prefabrication of the lateral support module 103:

[0069] According to the design size of the lateral support module 103, the outer frame 1032 is pre-welded and assembled in the factory using profiles, and a prefabricated groove 1035 is reserved at the top of the outer frame 1032;

[0070] Step 2: Installation of the lateral support module 103:

[0071] According to the basic size of the prefabricated outer frame 1032, a trough 1031 is excavated on the upper part of the two inner walls of the channel 101 of the slope 100, and the outer frame 1032 is initially fixed on the trough 1031;

[0072] Step 3: Prefabrication of vertical rod 105:

[0073] According to the basic dimensions of the observation platform 102 and the channel 101, vertical rods 105 of corresponding dimensions are cut and connected to form a ring-shaped support structure through horizontal rods;

[0074] Step 4: Installation of the ring support structure:

[0075] Clean the bottom of the channel 101 and fix the prefabricated annular support structure to the bottom of the channel 101;

[0076] Step 5: Preliminary installation of the observation platform 102:

[0077] Pre-machine through holes on the observation platform 102 that match the vertical rods 105; and fix fixing blocks 1034 that match the prefabricated grooves 1035 on both sides of the observation platform 102; and fix a counterweight block 109 at the bottom of the observation platform 102;

[0078] Then, the entire observation platform 102 is supported and installed on the top of the vertical rod 105, and the fixing block 1034 is ensured to be set inside the prefabricated groove 1035;

[0079] Step 6: Preliminary fixation of the observation platform 102 and the outer frame 1032:

[0080] Fix the rod 104 between the bottom of the observation platform 102 and the outer frame 1032, and preliminarily fix the rod 104 inside the outer frame 1032 through the positioning rod 1041;

[0081] Step 7: Fix the annular support structure to the channel and lateral support modules:

[0082] A first oblique rod 106 is fixedly provided between the vertical rod 105 and the insertion rod 104; a second oblique rod 107 is fixedly provided between the vertical rod 105 and the channel 101, and a connecting rod 108 is fixedly provided between the first oblique rod 106 and the second oblique rod 107;

[0083] Step 8: Casting of the lateral support module 103:

[0084] After all the structures of the support system are initially fixed, concrete 1033 is poured into the interior of the outer frame 1032. After the concrete solidifies, the observation platform 102, the lateral support module 103, the annular support structure and the slope 100 are connected to form a stable support system.

[0085] Step 9: Arrangement and installation of monitoring sensors:

[0086] After the support system is stabilized, monitoring sensors are installed and arranged on the vertical rods 105 and / or the lateral support modules 103 according to observation needs.

Claims

1. A method for constructing a support system for observing hydrological elements in a mountainous area, the support system comprising an observation platform (102) arranged on a channel (101) on a slope; the channel (101) is located inside a slope (100); Both sides of the observation platform (102) are connected to the slope (100) via lateral support modules (103); A plurality of vertically arranged vertical rods (105) are fixed at the bottom of the observation platform (102) and pass through the observation platform (102), and the vertical rods (105) are supported and fixed on the channel (101); The bottom of the observation platform (102) is provided with at least one counterweight (109) for ensuring the center of gravity of the observation platform (102); The lateral support module (103) comprises a trough (1031) provided on the slope (100), wherein the trough (1031) is arranged on the upper portion of the inner side wall of the channel (101); An outer frame (1032) is provided inside the tank (1031); The bottom of the observation platform (102) is connected to an inclined insertion rod (104); A plurality of first oblique rods (106) arranged obliquely and in parallel are provided between the insertion rod (104) and the vertical rod (105); A plurality of second oblique rods (107) arranged obliquely are provided between the vertical rod (105) and the bottom of the channel (101); It is characterized in that The construction method comprises the following steps: Step 1: Prefabrication of the lateral support module (103): According to the design dimensions of the lateral support module (103), the outer frame (1032) is pre-welded and assembled in a factory using profiles, and a prefabricated groove (1035) is reserved at the top of the outer frame (1032); Step 2: Installation of the lateral support module (103): According to the basic size of the prefabricated outer frame (1032), a trough (1031) is excavated on the upper parts of the two inner walls of the channel (101) of the slope (100), and the outer frame (1032) is preliminarily fixed on the trough (1031); Step 3: Prefabrication of vertical rods (105): According to the basic dimensions of the observation platform (102) and the channel (101), vertical rods (105) of corresponding dimensions are cut, and the vertical rods (105) are connected to form a ring-shaped support structure through horizontal rods; Step 4: Installation of the ring support structure: Cleaning the bottom of the channel (101) and fixing the prefabricated annular support structure to the bottom of the channel (101); Step 5: Preliminary installation of the observation platform (102): A through hole matching the vertical rod (105) is pre-machined on the observation platform (102); and fixed blocks (1034) matching the prefabricated grooves (1035) are fixed on both sides of the observation platform (102), and the fixed blocks (1034) are clamped inside the prefabricated grooves (1035); and a counterweight block (109) is fixed at the bottom of the observation platform (102); Then, the entire observation platform (102) is supported and installed on the top of the vertical rod (105), and the fixing block (1034) is ensured to be set inside the prefabricated groove (1035); Step 6: Preliminary fixation of the observation platform (102) and the outer frame (1032): A rod (104) is fixed between the bottom of the observation platform (102) and the outer frame (1032), and one end of the rod (104) facing away from the observation platform (102) is inserted into the outer frame (1032) of the lateral support module (103); Step 7: Fix the annular support structure to the channel and lateral support modules: A first oblique rod (106) is fixedly arranged between the vertical rod (105) and the insertion rod (104); a second oblique rod (107) is fixedly arranged between the vertical rod (105) and the channel (101); and a connecting rod (108) is fixedly arranged between the first oblique rod (106) and the second oblique rod (107); Step 8: Casting of lateral support module (103): After all structures of the support system are initially fixed, concrete (1033) is poured into the interior of the outer frame (1032). After the concrete solidifies, the observation platform (102), the lateral support module (103), the annular support structure and the slope (100) are connected to form a stable support system; Step 9: Arrangement and installation of monitoring sensors: After the support system is stabilized, monitoring sensors are installed and arranged on the vertical rods (105) and / or the lateral support modules (103) according to observation needs.

2. The method for constructing a support system for observing hydrological elements in mountainous areas according to claim 1, characterized in that: The plurality of vertical rods (105) are evenly distributed in a ring shape around the axis of the observation platform (102), and a plurality of horizontal rods are connected between every two adjacent vertical rods (105), thereby forming a ring-shaped support structure.

3. The method for constructing a support system for observing hydrological elements in mountainous areas according to claim 1, characterized in that: A positioning rod (1041) is inserted into one side of the interior of the outer frame (1032), and the end of the positioning rod (1041) is inserted into the interior of the insertion rod (104).

4. The method for constructing a support system for observing hydrological elements in mountainous areas according to claim 1, characterized in that: The first oblique rod (106) is arranged along the extension direction of the positioning rod (1041).

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