Filling device for gap below soft soil stratum structural slab

Abstract

The utility model discloses a gap filling device under a soft soil stratum structural slab, and relates to the technical field of gap filling devices, the gap filling device comprises a soil body and a structural slab main body, the structural slab main body is arranged above the soil body, a gap is formed between the structural slab main body and the soil body, and a guide rail base is arranged above the structural slab main body; a movable pumping machine is arranged on the guide rail base, and a coating barrel, a mortar barrel and a control displayer are arranged on the movable pumping machine. Real-time images are collected through the camera, spraying of mortar and paint is controlled accordingly, three-dimensional movement can be achieved through the opening of the rotating rod, gaps below a plate can be fully filled, and the filling compactness is improved; according to the device, gaps after construction are filled with the expansion filling materials, meanwhile, the method that the water-resistant plate arches to reversely press the backfill body is adopted, the gaps generated in the backfill process can be effectively reduced, and the later-period settlement amount is reduced in the modes of layered backfill, settlement monitoring and symmetrical backfill.

Description

Technical Field

[0001] The present application relates to the technical field of gap filling devices, and in particular to a gap filling device under a structural plate in a soft soil layer. Background Art

[0002] With the rapid development of the national economy, economically developed coastal cities are growing in size and increasing in number of buildings. Earthwork backfilling is a common construction process to ensure that structural loads can be transferred to the ground. However, due to the limitations of existing backfill technology, the backfill density often falls short of expectations. Furthermore, due to factors such as earthwork settlement, gaps or large unfilled spaces may exist between the structural slab and the backfill soil, necessitating a secondary backfill at a later stage.

[0003] The existing backfilling method uses manual backfilling, which fills materials from the outside in. The filling density is difficult to ensure, especially the internal filling density. In addition, the operating space in the gap is limited, and the gaps and spaces at the bottom of the board are often small, making it difficult for existing backfilling machines to operate. Utility Model Content

[0004] In order to improve the existing backfilling method (manual backfilling) mentioned above, which uses filling materials from the outside to the inside, the filling density is difficult to ensure, especially in the internal area, and the operating space in the gap is limited. The gaps and spaces at the bottom of the plate are often small, and the existing backfilling machines are difficult to construct. This application provides a gap filling device under a soft soil layer structure plate.

[0005] This application provides a device for filling gaps under structural slabs in soft soil, which adopts the following technical solutions:

[0006] A device for filling gaps under a structural plate in a soft soil layer comprises soil and a structural plate body, the structural plate body being arranged above the soil, a gap being provided between the structural plate body and the soil, a guide rail base being arranged above the structural plate body, a mobile pumping machine being arranged on the guide rail base, a paint bucket, a mortar bucket and a control display being arranged on the mobile pumping machine, an adjustable pouring piece being arranged on the side wall of the mobile pumping machine, the liquid outlet end of the adjustable pouring piece extending into the gap, a paint nozzle, a pinhole camera, a mortar nozzle and a laser ranging head being arranged in the adjustable pouring piece, the control ends of the paint nozzle, the pinhole camera, the mortar nozzle and the laser ranging head being connected to the mobile pumping machine, and guard piles being arranged around the gap in the soil body.

[0007] Through the above technical solution, the mortar nozzle is controlled by the control display to spray the mortar prepared in the mortar bucket at a uniform speed. Combined with the fluidity of the mortar, the gap will be gradually filled from bottom to top. During the filling process, the filling status can be checked at any time through the pinhole camera, and the distance is measured by the laser rangefinder to control the distance between the adjustable pouring part and the target. When the filling is close to the bottom of the structural plate body 2, the spraying is stopped, and then the paint nozzle is controlled by the control display to spray the paint prepared in the paint bucket at a uniform speed, thereby achieving the filling of the gap.

[0008] Optionally, in the above-mentioned device for filling gaps under a structural plate in a soft soil layer, the guide rail base is fixedly arranged on the structural plate body by providing a connecting piece.

[0009] Through the above technical solution, the guide rail base can be fixedly mounted on the structural plate body through the connecting piece, and the moving direction of the mobile pumping machine can be limited by the guide rail base.

[0010] Optionally, in the above-mentioned void filling device under the soft soil layer structural plate, a plurality of rollers are provided on the bottom surface of the mobile pumping machine, the rollers are located in the guide rail base and slidingly cooperate with the inner wall of the guide rail base, and the shape of the rollers is an "I" shape.

[0011] Through the above technical solution, the mobile pumping machine can move on the guide rail base through the cooperation between the roller and the guide rail base.

[0012] Optionally, in the above-mentioned void filling device under the soft soil layer structural plate, the adjustable grouting part includes a vertical rod, a horizontal rod and a rotating rod, the vertical rod is vertically movably arranged on a mobile pumping machine, the horizontal rod is vertically arranged at the lower end of the vertical rod, the mobile pumping machine is provided with a vertical gear for controlling the movement of the vertical rod, the lower end of the vertical rod is provided with a horizontal gear for controlling the movement of the horizontal rod, and the horizontal rod and the rotating rod are hinged by setting a hinge.

[0013] Through the above technical solution, the vertical gear is controlled by the mobile pump to facilitate the vertical up and down movement of the vertical rod, and the horizontal gear is controlled by the mobile pump to facilitate the horizontal movement of the horizontal rod, and the angle of the rotating rod can be adjusted through the hinge.

[0014] Optionally, in the above-mentioned device for filling gaps under a soft soil layer structural plate, a winder is provided on the horizontal rod, a connecting line is wound around the winder, a fixed end is fixedly provided on the rotating rod, and an end of the connecting line away from the winder is fixedly connected to the fixed end.

[0015] Through the above technical solution, the connection line can be easily wound by controlling the operation of the winder, and at this time the connection line pulls the fixed end and the rotating rod to deflect.

[0016] Optionally, in the above-mentioned gap filling device under a structural plate of a soft soil layer, the rotating rod, the horizontal rod and the vertical rod are all hollow rods, and an opening is formed at one end of the rotating rod away from the horizontal rod.

[0017] Through the above technical solution, by setting it as a hollow rod, the paint nozzle, pinhole camera, mortar nozzle and laser ranging head can be connected to the mobile pumping machine through the rotating rod, horizontal rod and vertical rod, and then the paint nozzle, pinhole camera, mortar nozzle and laser ranging head can be controlled by cooperating with the control display and the mobile pumping machine.

[0018] Optionally, in the above-mentioned device for filling gaps under structural plates in soft soil layers, one end of the paint nozzle, pinhole camera, mortar nozzle and laser ranging head is arranged in the opening of the rotating rod, and the other ends of the paint nozzle, pinhole camera, mortar nozzle and laser ranging head are sequentially passed through the rotating rod, horizontal rod and vertical rod to be connected to the mobile pumping machine.

[0019] In summary, this application has at least one of the following beneficial effects:

[0020] This device uses a camera to transmit and display images in real time, which is then used to control the spraying of mortar and paint. The opening of the rotating rod can move in three dimensions, which can fully fill the gap under the plate and improve the filling density.

[0021] This device uses expansion filling materials to fill the gaps after construction, which can effectively reduce the gaps generated during the backfill process and reduce the subsequent settlement by layered backfilling. BRIEF DESCRIPTION OF THE DRAWINGS

[0022] Figure 1 This is a schematic diagram of the void filling under the soft soil structure slab of the present application;

[0023] Figure 2 It is a schematic diagram of the connection between the mobile pumping machine and the structural plate body of the present application;

[0024] Figure 3 It is a schematic diagram of the connection between the rotating rod and the horizontal rod of the present application;

[0025] Figure 4 It is an opening cross-sectional view of this application.

[0026] In the figure: 1. Soil; 2. Structural plate body; 3. Gap; 4. Guide rail base; 41. Connector; 5. Mobile pump; 51. Roller; 6. Paint bucket; 7. Mortar bucket; 8. Control display; 9. Adjustable pouring part; 91. Vertical rod; 92. Horizontal rod; 93. Rotating rod; 94. Vertical gear; 95. Horizontal gear; 96. Hinge; 97. Winder; 98. Connecting line; 99. Fixed end; 910. Opening; 10. Paint nozzle; 11. Pinhole camera; 12. Mortar nozzle; 13. Laser ranging head; 14. Retaining pile. DETAILED DESCRIPTION

[0027] The following is combined with Figure 1-4 This application is described in further detail.

[0028] Please refer to the attached figure in the instruction manual Figure 1-4 , the present application provides an embodiment: a gap filling device under a structural plate in a soft soil layer, including a soil body 1 and a structural plate body 2, the structural plate body 2 is arranged above the soil body 1, and a gap 3 is provided between the structural plate body 2 and the soil body 1, and a guide rail base 4 is provided above the structural plate body 2, and the guide rail base 4 is fixedly provided on the structural plate body 2 by providing a connecting piece 41. The connecting piece 41 facilitates the fixed installation of the guide rail base 4 on the structural plate body 2, and the guide rail base 4 facilitates the limitation of the moving direction of the mobile pumping machine 5.

[0029] A mobile pumping machine 5 is provided on the guide rail base 4. A plurality of rollers 51 are provided on the bottom surface of the mobile pumping machine 5. The rollers 51 are located inside the guide rail base 4 and slide with the inner wall of the guide rail base 4. The shape of the rollers 51 is an "I" shape. The mobile pumping machine 5 can move on the guide rail base 4 through the cooperation between the rollers 51 and the guide rail base 4, thereby adjusting the position of the mobile pumping machine 5.

[0030] The mobile pumping machine 5 is provided with a paint bucket 6, a mortar bucket 7 and a control display 8. An adjustable filling piece 9 is provided on the side wall of the mobile pumping machine 5. The liquid outlet end of the adjustable filling piece 9 extends into the gap 3. The adjustable filling piece 9 includes a vertical rod 91, a horizontal rod 92 and a rotating rod 93. The vertical rod 91 is vertically movably arranged on the mobile pumping machine 5, and the horizontal rod 92 is vertically arranged at the lower end of the vertical rod 91. A vertical gear 94 for controlling the movement of the vertical rod 91 is provided on the mobile pumping machine 5. A horizontal gear 95 for controlling the movement of the horizontal rod 92 is provided at the lower end of the vertical rod 91. The horizontal rod 92 and the rotating rod 93 are hinged by setting a hinge 96. The vertical gear 94 is controlled by the mobile pumping machine 5 to operate, which is convenient for controlling the vertical up and down movement of the vertical rod 91, and the horizontal gear 95 is controlled by the mobile pumping machine 5 to operate, which is convenient for controlling the horizontal rod 92 to move horizontally, and the angle of the rotating rod 93 can be adjusted through the hinge 96.

[0031] A winder 97 is provided on the horizontal rod 92, and a connecting wire 98 is wound on the winder 97. A fixed end 99 is fixedly provided on the rotating rod 93. The end of the connecting wire 98 away from the winder 97 is fixedly connected to the fixed end 99. By controlling the operation of the winder 97, the connecting wire 98 can be wound. At this time, the connecting wire 98 pulls the fixed end 99 and the rotating rod 93 to deflect, thereby facilitating the adjustment of the angle of the rotating rod 93.

[0032] A paint nozzle 10, a pinhole camera 11, a mortar nozzle 12 and a laser ranging head 13 are arranged in the adjustable pouring part 9. The control ends of the paint nozzle 10, the pinhole camera 11, the mortar nozzle 12 and the laser ranging head 13 are connected to the mobile pumping machine 5. The rotating rod 93, the horizontal rod 92 and the vertical rod 91 are all hollow rods. An opening 910 is provided at the end of the rotating rod 93 away from the horizontal rod 92. One end of the paint nozzle 10, the pinhole camera 11, the mortar nozzle 12 and the laser ranging head 13 is arranged in the opening 910 of the rotating rod 93, and the other ends of the paint nozzle 10, the pinhole camera 11, the mortar nozzle 12 and the laser ranging head 13 pass through the rotating rod 93, the horizontal rod 92 and the vertical rod 91 in turn and are connected to the mobile pumping machine 5.

[0033] By setting it as a hollow rod, the paint nozzle 10, the pinhole camera 11, the mortar nozzle 12 and the laser ranging head 13 can be connected to the mobile pumping machine 5 through the rotating rod 93, the horizontal rod 92 and the vertical rod 91, and then the paint nozzle 10, the pinhole camera 11, the mortar nozzle 12 and the laser ranging head 13 can be controlled by cooperating with the control display 8 and the mobile pumping machine 5, and the opening 910 of the rotating rod 93 can reach the innermost end of the gap 3 by adjusting the angle of the rotating rod 93.

[0034] Retaining piles 14 are provided around the gap 3 of the soil body 1, and the filling position is conveniently enclosed and protected by the retaining piles 14.

[0035] Working principle: When using the gap filling device under the soft soil structural plate, first determine the range of the gap 3, place the guide rail base 4 on it, and then fix it to the structural plate body 2 with the connecting piece 41;

[0036] Then connect the roller 51 of the mobile pumping machine 5 to the guide rail base 4, and then connect the mobile pumping machine 5, paint bucket 6, mortar bucket 7 and control display 8 and other device components in sequence and debug;

[0037] The vertical rod 91 is controlled to move up and down by the control display 8, so that the horizontal rod 92 is at the same level as the gap 3, and the horizontal rod 92 is controlled to move into the gap 3. During the movement, the height of the horizontal rod 92 and the angle of the rotating rod 93 are adjusted in time by the pinhole camera 11 until the opening 910 reaches the innermost end of the gap 3;

[0038] Since the soil 1 in the gap fluctuates, in order to ensure the spraying effect, the angle of the rotating rod 93 is controlled by the reel to control the angle of the opening 910, so as to achieve spraying at different angles;

[0039] The mortar nozzle 12 is controlled by the control display 8 to spray the prepared mortar in the mortar bucket 7 at a uniform speed. Due to the fluidity of the mortar, the gap is gradually filled from bottom to top. During the filling process, the filling status is checked at any time through the pinhole camera 11. The distance is measured by the laser rangefinder 13 to control the distance between the opening 910 and the target. When the filling is close to the bottom of the structural plate body 2, the spraying is stopped.

[0040] The paint nozzle 10 is controlled by the control display 8 to spray the prepared paint in the paint bucket 6 at a uniform speed, and the horizontal rod 92 is moved back from the gap while spraying. The roller 51 is controlled by the control display 8 to move on the guide rail base 4. When it moves to the next gap 3 area, the above steps are repeated to spray and fill the gap; finally, the device is disassembled and cleaned.

[0041] The above are all preferred embodiments of the present application, and are not intended to limit the scope of protection of the present application. Therefore, any equivalent changes made based on the structure, shape, and principle of the present application should be included in the scope of protection of the present application.

Claims

1. A void filling device under a structural plate in a soft soil layer, comprising soil (1) and a structural plate body (2), characterized in that: The structural plate body (2) is arranged above the soil (1), a gap (3) is provided between the structural plate body (2) and the soil (1), a guide rail base (4) is provided above the structural plate body (2), a mobile pumping machine (5) is provided on the guide rail base (4), a paint bucket (6), a mortar bucket (7) and a control display (8) are provided on the mobile pumping machine (5), and an adjustable pouring piece (9) is provided on the side wall of the mobile pumping machine (5). The liquid outlet end of the adjustable pouring member (9) extends into the gap (3), and a paint nozzle (10), a pinhole camera (11), a mortar nozzle (12), and a laser distance measuring head (13) are arranged in the adjustable pouring member (9). The control ends of the paint nozzle (10), the pinhole camera (11), the mortar nozzle (12), and the laser distance measuring head (13) are connected to the mobile pumping machine (5), and a retaining pile (14) is arranged around the gap (3) of the soil body (1).

2. The gap filling device under the soft soil structure plate according to claim 1 is characterized in that: The guide rail base (4) is fixedly arranged on the structural plate body (2) by arranging a connecting piece (41).

3. The gap filling device under the soft soil structure plate according to claim 1 is characterized in that: The bottom surface of the mobile pumping machine (5) is provided with a plurality of rollers (51), the rollers (51) are located in the guide rail base (4) and are slidably engaged with the inner wall of the guide rail base (4), and the shape of the rollers (51) is an "I" shape.

4. The gap filling device under the soft soil structure slab according to claim 1, characterized in that: The adjustable pouring member (9) comprises a vertical rod (91), a horizontal rod (92) and a rotating rod (93); the vertical rod (91) is vertically movably arranged on the mobile pumping machine (5); the horizontal rod (92) is vertically arranged at the lower end of the vertical rod (91); a vertical gear (94) for controlling the movement of the vertical rod (91) is provided on the mobile pumping machine (5); a horizontal gear (95) for controlling the movement of the horizontal rod (92) is provided at the lower end of the vertical rod (91); and the horizontal rod (92) and the rotating rod (93) are hinged by a hinge (96).

5. The gap filling device under the soft soil structure plate according to claim 4, characterized in that: A winder (97) is provided on the horizontal rod (92), a connecting wire (98) is wound around the winder (97), a fixed end (99) is fixedly provided on the rotating rod (93), and an end of the connecting wire (98) away from the winder (97) is fixedly connected to the fixed end (99).

6. The gap filling device under the soft soil structure slab according to claim 5, characterized in that: The rotating rod (93), the horizontal rod (92) and the vertical rod (91) are all hollow rods, and an opening (910) is provided at one end of the rotating rod (93) away from the horizontal rod (92).

7. The gap filling device under the soft soil structure plate according to claim 6, characterized in that: One end of the paint spray head (10), the pinhole camera (11), the mortar spray head (12), and the laser distance measuring head (13) is arranged in the opening (910) of the rotating rod (93), and the other ends of the paint spray head (10), the pinhole camera (11), the mortar spray head (12), and the laser distance measuring head (13) pass through the rotating rod (93), the horizontal rod (92), and the vertical rod (91) in sequence to be connected to the mobile pumping machine (5).

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