Abrupt slope observation point and construction method

Abstract

The invention relates to the technical field of protective engineering, in particular to a steep slope observation point and a construction method. The abrupt slope observation point comprises a slope surface fixing assembly, the slope surface fixing assembly comprises supporting profile steel and a fixing structure, the multiple supporting profile steel are fixedly connected with one another to form a frame structure, and the frame structure is fixed to an abrupt slope surface through the fixing structure; the overhanging bearing assembly is fixed to the bottom of the frame structure, and the overhanging bearing assembly is used for bearing the container room; the side wall of the box room is fixedly connected with the frame structure, and a bottom plate of the box room is fixedly connected with the cantilever bearing assembly. The frame structure is formed by connecting the multiple pieces of supporting profile steel, the frame structure is fixed to the abrupt slope face through the fixing structure, the frame structure serves as a fixing point of the box house, the overhanging bearing assembly fixedly arranged at the bottom of the frame structure serves as a supporting point of the box house, it is avoided that a platform is dug on the abrupt slope, and collapse and rockfall are avoided.

Description

Technical Field

[0001] The present invention relates to the technical field of protective engineering, and particularly relates to a steep slope observation point and a construction method thereof. Background Art

[0002] Observation points are generally located at high and commanding positions, enabling a clear view of various activities in the observation direction. Observation points in mountainous areas are generally set on slopes with higher terrain. When the slope of the mountain is gentle, it is relatively easy to set up an observation point. By excavating the slope body to form a platform for placing the observation point, placing the observation point on it, and then building a path that climbs from the bottom of the slope along the contour line to the observation point to connect it. However, when the mountain slope is steep, it becomes difficult to set up an observation point. Excavating the mountain body platform will result in a large cut surface in the air, which may cause problems with the stability of the mountain slope. Summary of the Invention

[0003] In view of this, the present invention provides a steep slope observation point and a construction method thereof to solve the problem that it becomes difficult to set up an observation point when the mountain slope is steep.

[0004] In a first aspect, the present invention provides a steep slope observation point, including:

[0005] A slope fixing component, the slope fixing component includes support steel beams and a fixing structure. A plurality of the support steel beams are fixedly connected to each other to form a frame structure, and the frame structure is fixed to the steep slope surface through the fixing structure;

[0006] A cantilever supporting component, the cantilever supporting component is fixed to the bottom of the frame structure, and the cantilever supporting component is used for carrying a container house;

[0007] A container house, the side wall of the container house is fixedly connected to the frame structure, and the bottom plate of the container house is fixedly connected to the cantilever supporting component.

[0008] Advantageous Effects:

[0009] By connecting a plurality of support steel beams to form a frame structure, the frame structure is fixed on the steep slope surface through the fixing structure. The frame structure becomes the fixing point of the container house, and the cantilever supporting component fixedly arranged at the bottom of the frame structure becomes the supporting point of the container house. The container house is fixed on the steep slope through the frame structure and the cantilever supporting component, avoiding the excavation of a platform on the steep slope and preventing the occurrence of collapses and falling rocks. At the same time, the construction time is reduced and the efficiency is improved.

[0010] In an optional embodiment, the side wall of the container house facing the steep slope is an inclined side wall, and the included angle between the inclined side wall and the vertical line L extending along the gravity direction is α, and the included angle α can be modularly adjusted based on the slope of the steep slope.

[0011] Advantageous Effects:

[0012] The included angle α can be adjusted according to the slope of the steep slope. The inclined side wall of the container house adapts to different steep slopes, and at the same time makes the inclined side wall of the container house fit closely with the frame structure, which is beneficial to improving the installation effect of the container house and the frame structure and ensuring stability.

[0013] In an alternative embodiment, the inclined side wall and the bottom plate of the container house are respectively fixedly connected to the frame structure and the cantilever support assembly through connecting members. The connecting member includes a screw. The tail of the screw is fixedly connected to the frame structure and the cantilever support assembly. The head of the screw penetrates through the inclined side wall and the bottom plate of the container house, and the head of the screw is fixedly connected to the container house through a nut.

[0014] Beneficial effects:

[0015] By using screws and nuts to respectively fixedly connect the inclined side wall and the bottom plate of the container house to the frame structure and the cantilever support assembly, the bearing capacity of the frame structure is improved, and the overall stability of the observation point is ensured.

[0016] In an alternative embodiment, the fixing structure includes an anchor. The anchor penetrates through the frame structure and is arranged in the steep slope rock and soil body. The anchor is combined and fixed with the steep slope rock and soil body through a perfusion material, and one end of the anchor is fixedly connected to the frame structure.

[0017] Beneficial effects:

[0018] By driving the anchor through the frame structure into the steep slope rock and soil body, and the anchor is anchored to the steep slope rock and soil body through the perfusion material, the bearing capacity of the frame structure is improved, and the overall stability of the observation point is ensured.

[0019] In an alternative embodiment, the cantilever support assembly includes at least two transverse cantilever beams. The root of the cantilever beam is fixedly connected to the frame structure. A limit baffle is arranged at the end of the cantilever beam to limit the container house, and the tail of the screw is fixed on the cantilever beam.

[0020] Beneficial effects:

[0021] The cantilever beam can support the container house. The limit baffle at the end of the cantilever beam can limit the container house. The cantilever beam is fixedly connected to the bottom plate of the container house through screws and nuts, thus ensuring the overall stability of the observation point.

[0022] In an alternative embodiment, it further includes: a walkway assembly. The walkway assembly includes a step structure and an auxiliary climbing structure that are attached to and extend along the steep slope surface. The step structure is fixed to the steep slope surface through an anchor, and the step structure is fixedly connected to the lower edge of the frame structure. The auxiliary climbing structure includes a climbing handrail, and the climbing handrail is fixedly connected to the step structure.

[0023] Beneficial effects:

[0024] By setting a step structure on the steep slope surface and setting a climbing handrail on the step structure, the staff can enter the container room by climbing the step structure, and the climbing handrail can play a role in assisting climbing and providing protection.

[0025] In an optional embodiment, the step structure includes a pair of parallel and spaced ladder beams and a plurality of steps, the plurality of steps are arranged between the pair of ladder beams, adjacent steps are spaced apart, slots are provided on the inner side of the ladder beams, two ends of the steps are respectively inserted into the slots on both sides, and the step structure and the auxiliary climbing structure are made of fiberglass material.

[0026] Beneficial effects:

[0027] A notch is provided on the inner side of the ladder beam, and both ends of the step are inserted into the notch to connect the step with the ladder beam. The structure is simple and easy to install, which is beneficial to saving construction time and improving construction efficiency. The step structure and the auxiliary climbing structure are made of fiberglass material, which is beneficial to reduce the risk of exposure.

[0028] In an optional embodiment, the box room includes a roof, a bottom plate and side walls, the bottom plate is provided with a door opening, the door opening corresponds to the walkway assembly, the side wall is provided with an observation window, the roof cover is provided above the side wall, and a waterproof structure is provided between the roof cover and the side wall.

[0029] In an optional embodiment, the box room is a double-layer shell structure, the double-layer shell is filled with heat insulation material, and stiffening ribs are also arranged in the double-layer shell.

[0030] Beneficial effects:

[0031] The heat preservation effect of the box can be improved by filling the double-layer shell with heat-insulating materials, and the strength of the box can be effectively improved by arranging stiffening ribs in the double-layer shell to ensure the stability of the box.

[0032] In a second aspect, the present invention further provides a steep slope observation point construction method, which is applied to the steep slope observation point in any of the above schemes, comprising the following steps:

[0033] Clean the slope surface and position it, and install the frame structure consisting of multiple supporting steel sections on the slope surface through fixing components;

[0034] Fix the cantilever support assembly and place the container house onto the cantilever support assembly, and complete the angle adjustment and fixation of the inclined side wall of the container house.

[0035] Because the construction method of the steep slope observation point is applied to the steep slope observation point and has the same effect as the steep slope observation point, it will not be repeated here. BRIEF DESCRIPTION OF THE DRAWINGS

[0037] In order to more clearly illustrate the specific embodiments of the present invention or the technical solutions in the prior art, the following will briefly introduce the drawings required for the description of the specific embodiments or the prior art. Obviously, the drawings in the following description are some embodiments of the present invention. For those of ordinary skill in the art, without creative efforts, other drawings can also be obtained based on these drawings.

[0038] Figure 1 Schematic diagram of the observation point in the related art Figure 1 ;

[0039] Figure 2 Schematic diagram of the observation point in the related art Figure 2 ;

[0040] Figure 3 Side view of an observation point on a steep slope in an embodiment of the invention;

[0041] Figure 4 Front view of an observation point on a steep slope in an embodiment of the invention;

[0042] Figure 5 Internal schematic diagram of a container house in an embodiment of the invention;

[0043] Figure 6 Side sectional view of a container house in an embodiment of the invention;

[0044] Figure 7 Top sectional view of a container house in an embodiment of the invention;

[0045] Figure 8 Schematic diagram of a door opening in an embodiment of the invention;

[0046] Explanation of reference numerals:

[0047] 1. Support steel section; 101. Frame structure; 2. Fixing structure; 201. Anchor; 3. Cantilever support assembly; 301. Cantilever beam; 4. Container house; 401. Top cover; 402. Bottom plate; 403. Side wall; 404. Door opening; 405. Observation window; 406. Stiffening rib plate; 5. Connector; 501. Screw; 502. Nut; 6. Gasket; 7. Grouting material; 8. Steep slope rock and soil mass; 9. Trail component; 901. Step structure; 9011. Ladder beam; 9012. Step; 902. Auxiliary climbing structure; 9021. Climbing handrail. Specific embodiments

[0048] To make the objectives, technical solutions, and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention. Apparently, the described embodiments are some, but not all, of the embodiments of the present invention. All other embodiments obtained by those skilled in the art based on the embodiments of the present invention without creative efforts shall fall within the protection scope of the present invention.

[0049] In the related art, when the slope of the hillside is gentle, it is relatively easy to set up observation points. For example, Figure 1 as shown, a platform for placing the observation point is formed by excavating the slope body, and the observation point is placed thereon. At the same time, it is also convenient to build a path leading to the observation point. However, when the hillside is steep, it becomes difficult to set up observation points. For example, Figure 2 as shown, on the one hand, it is somewhat difficult to dig a platform on the steep slope. Excavating the mountain body platform will result in a large free cutting surface, which will reduce the stability of the entire mountain body and easily cause collapses and rockfalls. On the other hand, building a path from the bottom of the slope to the observation point will also be difficult to lay out due to the steep slope.

[0050] The following describes the embodiments of the present invention with reference to Figures 3 to 8 .

[0051] According to an embodiment of the present invention, on the one hand, a steep-slope observation point is provided, including: a slope fixing component, a cantilever supporting component 3, and a box house 4.

[0052] Specifically, the slope fixing component includes a support steel section 1 and a fixing structure 2. A plurality of support steel sections 1 are fixedly connected to each other to form a frame structure 101. The frame structure 101 is fixed to the steep slope surface through the fixing structure 2. The cantilever supporting component 3 is fixed to the bottom of the frame structure 101, and the cantilever supporting component 3 is used to carry the box house 4. The side wall 403 of the box house 4 is fixedly connected to the frame structure 101, and the bottom plate 402 of the box house 4 is fixedly connected to the cantilever supporting component 3.

[0053] In this embodiment, the slope fixing assembly includes a support steel section 1 and a fixing structure 2. The support steel section 1 is an H-shaped steel. The support steel section 1 includes a transverse support steel section 1 and a longitudinal support steel section 1. Two longitudinal support steel sections 1 are arranged along the direction parallel to the steep slope. There are two transverse support steel sections 1 arranged between the two spaced and parallel longitudinal support steel sections 1. The two ends of the two transverse support steel sections 1 are respectively fixedly connected to the longitudinal support steel sections 1 on both sides. The two transverse support steel sections 1 and the two longitudinal support steel sections 1 form a rectangular frame structure 101. The fixing structure 2 fixes the frame structure 101 on the steep slope. The cantilever support assembly 3 is arranged at the bottom of the frame structure 101. The cantilever support assembly 3 is fixedly connected to the frame structure 101. The cantilever support assembly 3 is arranged horizontally and parallel. The container house 4 can be placed on the cantilever support assembly 3. The cantilever support assembly 3 plays a role in supporting the container house 4. The side wall 403 of the container house 4 is fixedly connected to the frame structure 101. The bottom plate 402 of the container house 4 is fixedly connected to the cantilever support assembly 3, thus completing the fixation of the container house 4.

[0054] Specifically, the length of the longitudinal support steel section 1 is 3200 mm.

[0055] Preferably, the transverse support steel section 1 and the longitudinal support steel section 1 are fixedly connected by welding.

[0056] In other alternative embodiments, three or other numbers of transverse support steel sections 1 can be arranged between the two longitudinal support steel sections 1 to increase the strength of the frame structure 101.

[0057] It should be noted that by connecting multiple support steel sections 1 to form a frame structure 101, the frame structure 101 is fixed on the steep slope through the fixing structure 2. The frame structure 101 becomes the fixing point of the container house 4. The cantilever support assembly 3 fixedly arranged at the bottom of the frame structure 101 becomes the support point of the container house 4. The container house 4 is fixed on the steep slope through the frame structure 101 and the cantilever support assembly 3, avoiding digging platforms on the steep slope and preventing the occurrence of collapses and falling rocks. At the same time, the construction time is reduced and the efficiency is improved.

[0058] In one embodiment, the side wall 403 of the container house 4 facing the steep slope is an inclined side wall. The included angle between the inclined side wall and the vertical line L extending along the gravity direction is α. The included angle α can be modularly adjusted based on the slope of the steep slope.

[0059] In this embodiment, as Figure 1 and Figure 6 shown, the side wall 403 on the left side of the container house 4 is an inclined side wall. The included angle between the inclined side wall and the vertical line L is α. The included angle α can be modularly adjusted based on the slope of the steep slope. Preferably, the included angle α is adjustable in the range of 0 to 45° with a modulus of 5°. The specific angle of the included angle α can be adjusted according to the slope of the steep slope.

[0060] In other embodiments, the included angle α can be adjusted within the range of 0 to 45° with other degrees such as 1° or 2° as the modulus.

[0061] It should be noted that the included angle α can be adjusted according to the slope of the steep slope. The inclined side wall of the box house 4 can adapt to different steep slopes, and at the same time, the inclined side wall of the box house 4 is closely attached to the frame structure 101, which is beneficial to improving the installation effect of the box house 4 and the frame structure 101 and ensuring stability.

[0062] In one embodiment, the inclined side wall and the bottom plate 402 of the box house 4 are fixedly connected to the frame structure 101 and the cantilever support assembly 3 respectively through the connecting member 5. The connecting member 5 includes a screw 501. The tail of the screw 501 is fixedly connected to the frame structure 101 and the cantilever support assembly 3. The head of the screw 501 penetrates through the inclined side wall and the bottom plate 402 of the box house 4, and the head of the screw 501 is fixedly connected to the box house 4 through a nut 502.

[0063] In this embodiment, as Figure 5 shown, the tail of the screw 501 is fixedly connected to the longitudinal support section steel 1 and the cantilever support assembly 3. The head of the screw 501 on the longitudinal support section steel 1 penetrates through the inclined side wall of the box house 4 and is fixedly connected to the inclined side wall through a nut 502. The head of the screw 501 on the cantilever support assembly 3 penetrates through the bottom plate 402 of the box house 4 and is fixedly connected to the bottom plate 402 through a nut 502.

[0064] Specifically, there is a gasket 6 between the nut 502 and the bottom plate 402 and the inclined side wall. The gasket 6 can play a fastening role, and at the same time, the gasket 6 can also play a role in protecting the bottom plate 402 and the inclined side wall.

[0065] In one embodiment, the fixing structure 2 includes an anchor 201. The anchor 201 penetrates through the frame structure 101 and is arranged in the steep slope rock and soil body 8. The anchor 201 is fixed to the steep slope rock and soil body 8 through the grouting material 7, and one end of the anchor 201 is fixedly connected to the frame structure 101.

[0066] In this embodiment, as Figure 3 and Figure 6 shown, the anchor 201 is a bolt. The bolts are arranged at the four corners of the frame structure 101. The bolts penetrate through the frame structure 101 and are arranged in the steep slope rock and soil body 8. The length of the bolts is 5000 mm. There are also 3 steel bars with a diameter of 25 mm in the bolts. The gap between the bolts and the steep slope rock and soil body 8 is anchored to the steep slope rock and soil body 8 through the grouting material 7. The grouting material 7 is cement mortar. One end of the bolt outside the steep slope rock and soil body 8 is fixedly connected to the frame structure 101 through a nut 502, and a fastening force of 20 to 30 kN is applied.

[0067] It should be noted that by driving the anchor 201 through the frame structure 101 into the steep slope rock and soil mass 8, the anchor 201 is anchored to the steep slope rock and soil mass 8 through the perfusion material 7, thereby improving the bearing capacity of the frame structure 101 and ensuring the overall stability of the observation point.

[0068] In one embodiment, the cantilever support assembly 3 includes at least two transverse cantilever beams 301. The root of the cantilever beam 301 is fixed to the frame structure 101, and a limit baffle is arranged at the end of the cantilever beam 301 to limit the box house 4. The tail of the screw 501 is fixed on the cantilever beam 301.

[0069] In this embodiment, as Figure 5 and Figure 8 shown, the cantilever support assembly 3 includes at least two transverse cantilever beams 301. The two cantilever beams 301 are parallel to each other and arranged at intervals. The roots of the two cantilever beams 301 are fixedly welded to the frame structure 101. The box house 4 can be placed on the two cantilever beams 301. A limit baffle (not shown) is arranged at the end of the cantilever beam 301. The limit baffle abuts against the side wall 403 of the box house 4, and the limit baffle can limit the box house 4. The end of the cantilever beam 301 facing the frame structure 101 is the root, and the end of the cantilever beam 301 away from the frame structure 101 is the end. The tail of the screw 501 is fixedly arranged on the cantilever beam 301. The head of the screw 501 penetrates through the bottom plate 402 of the box house 4 and is fixedly connected to the bottom plate 402 of the box house 4 through a nut 502, so that the box house 4 is fixedly connected to the cantilever beam 301.

[0070] It should be noted that the cantilever beam 301 can support the box house 4, the limit baffle at the end of the cantilever beam 301 can limit the box house 4, and the cantilever beam 301 is fixedly connected to the bottom plate 402 of the box house 4 through the screw 501 and the nut 502, thereby ensuring the overall stability of the observation point.

[0071] In one embodiment, it further includes: a walkway assembly 9. The walkway assembly 9 includes a step structure 901 that fits and extends along the steep slope surface and an auxiliary climbing structure 902. The step structure 901 is fixed on the steep slope surface through the anchor 201. The step structure 901 is fixedly connected to the lower edge of the frame structure 101. The auxiliary climbing structure 902 includes a climbing handrail 9021, and the climbing handrail 9021 is fixedly connected to the step structure 901.

[0072] In this embodiment, as Figure 3 and Figure 4As shown in the figure, the walkway component 9 is located below the container house 4. The walkway component 9 includes a step structure 901 that fits against the steep slope surface and extends along the steep slope surface, and an auxiliary climbing structure 902. A connecting plate (not shown) is welded and fixed to the lower edge of the frame structure 101. The connecting plate is parallel to the steep slope surface. The upper end of the step structure 901 is welded and fixed to the connecting plate. The upper end of the step structure 901 is fixedly connected to the lower edge of the frame structure 101 through the connecting plate. The lower end of the step structure 901 is located at the foot of the slope. The step structure 901 is fixed to the steep slope surface through the anchor 201. The anchor 201 is a rock bolt. The spacing between adjacent rock bolts is 2000 mm to 3000 mm. Preferably, the spacing between adjacent rock bolts is 2500 mm. The climbing handrail 9021 is fixedly connected to the step structure 901.

[0073] It should be noted that by arranging the step structure 901 on the steep slope surface and arranging the climbing handrail 9021 on the step structure 901, the staff can enter the container house 4 by climbing the step structure 901, and the climbing handrail 9021 can play a role in assisting climbing and protection.

[0074] In one embodiment, the step structure 901 includes a pair of parallel and spaced ladder beams 9011 and a plurality of steps 9012. The plurality of steps 9012 are arranged between the pair of ladder beams 9011. The adjacent steps 9012 are arranged at intervals. A notch is provided on the inner side of the ladder beam 9011. The two ends of the step 9012 are respectively inserted into the notches on both sides. The step structure 901 and the auxiliary climbing structure 902 are made of glass fiber material.

[0075] In this embodiment, the step structure 901 includes a pair of parallel and spaced ladder beams 9011 and a plurality of steps 9012. The ladder beams 9011 are parallel to the steep slope surface. The side of the ladder beam 9011 facing the other ladder beam 9011 is the inner side. A notch (not shown) is provided on the inner side of the ladder beam 9011. The two ends of the step 9012 are respectively inserted into the notches on both sides to connect with the ladder beam 9011. The rock bolt penetrates through the ladder beam 9011 and is arranged in the steep slope rock and soil body 8. The gap between the rock bolt and the steep slope rock and soil body 8 is anchored to the steep slope rock and soil body 8 through the grouting material 7. The end of the rock bolt located outside the steep slope rock and soil body 8 is fixedly connected to the ladder beam 9011 through the nut 502. The step structure 901 and the auxiliary climbing structure 902 are made of glass fiber material.

[0076] It should be noted that a notch is provided on the inner side of the ladder beam 9011, and the two ends of the step 9012 are inserted into the notch to realize the connection between the step 9012 and the ladder beam 9011. This structure is simple and convenient for installation, which is conducive to saving construction time and improving construction efficiency. The step structure 901 and the auxiliary climbing structure 902 are made of glass fiber material, which is conducive to reducing the exposure risk.

[0077] In one embodiment, the container house 4 includes a top cover 401, a bottom plate 402 and side walls 403. The bottom plate 402 is provided with a door opening 404, and the door opening 404 corresponds to the walkway assembly 9. The side wall 403 is provided with an observation window 405. The top cover 401 is arranged above the barrel wall, and there is a waterproof structure between the top cover 401 and the side wall 403.

[0078] In this embodiment, as Figure 4 , 6 , 7 and 8 show, the side wall 403 of the container house 4 is an arc-shaped side wall 403. The bottom plate 402 is provided with a door opening 404, and the door opening 404 corresponds to the walkway assembly 9. The door opening 404 is provided with a box door. By opening the box door, the staff can enter the container house 4 through the walkway assembly 9. The box door is provided with a door lock, and the box door can be locked by the door lock. The side wall 403 is provided with an observation window 405, and the staff inside the container house 4 can observe through the observation window 405.

[0079] Specifically, as Figure 7 shows, the container house 4 is in a gourd-shaped structure. As Figure 8 shows, the container house 4 is in a single-arc structure. The structure of the container house 4 can be changed according to requirements, and no specific limitation is made here.

[0080] In one embodiment, the container house 4 is a double-layer shell structure. The double-layer shell is filled with heat-insulating materials, and stiffening rib plates 406 are also arranged in the double-layer shell.

[0081] In this embodiment, as shown in 6 and Figure 7 , the double-layer shell is filled with heat-insulating materials (not shown), and stiffening rib plates 406 are also arranged in the double-layer shell. The upper and lower ends of the stiffening rib plates 406 are respectively fixedly connected to the upper and lower layer shells.

[0082] It should be noted that filling heat-insulating materials in the double-layer shell can improve the heat preservation effect of the box body, and arranging the stiffening rib plates 406 in the double-layer shell can effectively improve the strength of the box body and ensure the stability of the box body.

[0083] Specifically, an elastic buffer layer is arranged between the bottom plate 402 of the container house 4 and the cantilever beam 301, and an adjustable compensation device is also arranged at the connection between the step structure 901 and the frame structure 101.

[0084] Specifically, the transverse support steel beam 1 of the frame structure 101 is provided with reserved holes for installing monitoring sensors or lighting devices.

[0085] According to an embodiment of the present invention, on the other hand, a construction method for a steep slope observation point is also provided, which is applied to the steep slope observation point in the above embodiment. The method includes the following steps:

[0086] Clean the slope surface and position it, and install the frame structure 101 composed of a plurality of support steel beams 1 on the slope surface through the fixing components.

[0087] Specifically, the fixing component includes an anchor 201. After the slope surface is cleaned and positioned, drill holes in the slope surface, insert the anchor 201 into the holes, and pour M35 cement mortar into the holes until the pores are dense. Lock one end of the anchor 201 to the frame structure 101 through a nut 502 and apply a pre-tightening force.

[0088] Fix the cantilever supporting component 3 and place the container house 4 on the cantilever supporting component 3, and complete the angle adjustment and fixation of the inclined side wall of the container house 4.

[0089] Specifically, weld the cantilever supporting component 3 to the frame structure 101, place the container house 4 on the cantilever supporting component 3, and adjust the angle of the inclined side wall of the container house 4 so that the inclined side wall of the container house 4 is parallel to the slope surface. Then fix the inclined side wall of the container house 4 to the frame structure 101 and fix the bottom plate 402 of the container house 4 to the cantilever supporting component 3.

[0090] Specifically, finally, install a step structure 901 on the slope surface and install an auxiliary climbing structure 902 on the step structure 901 to ensure seamless connection between the step structure 901 and the bottom of the container house 4.

[0091] Although the embodiments of the present invention have been described in conjunction with the accompanying drawings, those skilled in the art can make various modifications and variations without departing from the spirit and scope of the present invention, and such modifications and variations fall within the scope defined by the appended claims.

Claims

1. A steep slope observation point, characterized in that: include: A slope fixing assembly, the slope fixing assembly comprising a supporting steel section (1) and a fixing structure (2), a plurality of the supporting steel sections (1) are fixedly connected to each other to form a frame structure (101), and the frame structure (101) is fixed to the steep slope surface via the fixing structure (2); A cantilever support assembly (3), wherein the cantilever support assembly (3) is fixed to the bottom of the frame structure (101), and the cantilever support assembly (3) is used to support the container house (4); A container room (4), wherein the side wall (403) of the container room (4) is fixedly connected to the frame structure (101), and the bottom plate (402) of the container room (4) is fixedly connected to the cantilever support assembly (3).

2. The steep slope observation point according to claim 1, characterized in that: The side wall (403) of the box room (4) facing the steep slope is an inclined side wall, and the angle between the inclined side wall and the vertical line L extending along the gravity direction is α. The angle α can be modularly adjusted based on the slope of the steep slope.

3. The steep slope observation point according to claim 2, characterized in that: The oblique side walls and the bottom plate (402) of the box room (4) are respectively fixedly connected to the frame structure (101) and the cantilever support assembly (3) through a connecting piece (5); the connecting piece (5) comprises a screw rod (501); the tail of the screw rod (501) is fixedly connected to the frame structure (101) and the cantilever support assembly (3); the head of the screw rod (501) passes through the oblique side walls of the box room (4) and the bottom plate (402) of the box room (4); the head of the screw rod (501) is fixedly connected to the box room (4) through a nut (502).

4. The steep slope observation point according to any one of claims 1 to 3, characterized in that: The fixed structure (2) comprises an anchor (201), the anchor (201) penetrates the frame structure (101) and is arranged in the steep slope rock and soil body (8), the anchor (201) is combined and fixed with the steep slope rock and soil body (8) by means of a pouring material (7), and one end of the anchor (201) is fixedly connected to the frame structure (101).

5. The steep slope observation point according to claim 3, characterized in that: The cantilever support assembly (3) comprises at least two transverse cantilever beams (301), the roots of the cantilever beams (301) are fixed to the frame structure (101), the ends of the cantilever beams (301) are provided with limit baffles to limit the position of the container house (4), and the tail of the screw rod (501) is fixed to the cantilever beam (301).

6. The steep slope observation point according to claim 1, characterized in that: Also includes: A walkway assembly (9), the walkway assembly (9) comprising a step structure (901) that fits and extends with a steep slope surface and an auxiliary climbing structure (902), the step structure (901) being fixed to the steep slope surface via an anchor (201), the step structure (901) being fixedly connected to the lower edge of the frame structure (101), the auxiliary climbing structure (902) comprising a climbing handrail (9021), and the climbing handrail (9021) being fixedly connected to the step structure (901).

7. The steep slope observation point according to claim 6, characterized in that: The step structure (901) comprises a pair of parallel and spaced ladder beams (9011) and a plurality of steps (9012); the plurality of steps (9012) are arranged between the pair of ladder beams (9011), and adjacent steps (9012) are spaced apart; a notch is arranged on the inner side of the ladder beam (9011), and two ends of the step (9012) are respectively inserted into the notches on both sides; the step structure (901) and the auxiliary climbing structure (902) are made of glass fiber material.

8. The steep slope observation point according to claim 6, characterized in that: The box house (4) comprises a top cover (401), a bottom plate (402) and a side wall (403); the bottom plate (402) is provided with a door opening (404), the door opening (404) corresponds to the walkway assembly (9); the side wall (403) is provided with an observation window (405); the top cover (401) is arranged above the side wall (403); and a waterproof structure is provided between the top cover (401) and the side wall (403).

9. The steep slope observation point according to claim 1, 2, 3 or 8, characterized in that: The box room (4) is a double-layer shell structure, the double-layer shell is filled with heat insulation material, and a stiffening rib plate (406) is also arranged in the double-layer shell.

10. A method for constructing a steep slope observation point, applied to the steep slope observation point in any one of claims 1 to 9, characterized in that: The following steps are involved: Cleaning and positioning the slope surface, and installing a frame structure (101) composed of a plurality of supporting steel sections (1) on the slope surface through a fixing assembly; The cantilever support assembly (3) is fixed and the container house (4) is placed on the cantilever support assembly (3), and the angle of the inclined side wall of the container house (4) is adjusted and fixed.

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