Multi-dimensional adjustable anti-collapse foundation assembly type reinforcing device
Through the multi-dimensionally adjustable anti-collapse foundation prefabricated reinforcement device, the problems of cumbersome construction and poor adaptability of traditional foundation reinforcement methods are solved, and rapid and automated foundation reinforcement and bearing capacity improvement are achieved.
Patent Information
- Application Number
- CN202511195864.8
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2025-08-26
- Publication Date
- 2025-10-03
AI Technical Summary
Traditional foundation reinforcement methods are cumbersome and time-consuming to construct, and are difficult to adapt to different foundation sizes and shapes, leading to construction uncertainty and increased costs, especially affecting the progress of building small outdoor container houses.
A multi-dimensionally adjustable anti-collapse foundation prefabricated reinforcement device is designed. It consists of nine groups of reinforcement mechanisms, several connecting mechanisms, four groups of first support mechanisms, six groups of second support mechanisms and two groups of third support mechanisms. The shape and size are adjusted by rotatable lugs and sliding steel plates. Combined with the anti-collapse mechanism, it automatically monitors soil looseness and reinforces it.
It can quickly adapt to the assembly of different foundation shapes and sizes, automatically monitor soil looseness and reinforce it, improve bearing capacity, prevent soil loosening, reduce settlement, and shorten construction period and cost.
Smart Images
Figure CN120739152A_ABST
Abstract
Description
Technical Field
[0001] The present invention relates to the technical field of foundation assembly reinforcement, in particular to a multi-dimensionally adjustable anti-collapse foundation assembly reinforcement device. Background Art
[0002] The foundation refers to the soil or rock layer at the bottom of a building or structure that is in contact with the foundation. It bears the entire load of the building and is an important guarantee for the stability and durability of the building. The performance of the foundation directly affects the safety and normal use of the building. A good foundation should have sufficient bearing capacity, stability and low compressibility to ensure that the building does not suffer excessive or uneven settlement during use, avoiding structural and functional disorders. There are various types of foundations, the most common of which are natural foundations and artificial foundations. Natural foundations refer to soil or rock layers that can meet the bearing capacity and deformation requirements of the building in their natural state, while artificial foundations are formed by reinforcing or improving the natural foundation. They are suitable for situations where the bearing capacity of the natural foundation is insufficient.
[0003] Unreinforced foundations are prone to settlement and deformation after bearing the load of a building. Excessive settlement will cause uneven settlement of the building, which will not only affect the normal use of the building, but may also endanger the safety of the structure. In order to improve the bearing capacity, stability and durability of the foundation and ensure the safety and normal use of the building, the foundation needs to be reinforced in advance.
[0004] Traditional foundation reinforcement methods, such as on-site concrete pouring and driving steel cages, typically require extensive on-site construction work. These methods are complex and require multiple steps, including formwork construction, steel bar tying, concrete pouring, and curing, consuming significant time and manpower. Due to the complexity of the construction process, traditional foundation reinforcement often has a long construction cycle. For small, outdoor container homes, this can delay the entire container home, increasing both the time and financial costs of building the container home. Furthermore, because each foundation varies in size and shape, traditional reinforcement methods are difficult to standardize. This results in a significant amount of on-site fabrication and adjustments during construction, increasing uncertainty and costs.
[0005] Therefore, it is necessary to design an assembled reinforcement device that can freely adjust the shape and size. Summary of the Invention
[0006] The purpose of the present invention is to provide a multi-dimensionally adjustable anti-collapse foundation assembly reinforcement device to solve the problems raised in the above background technology.
[0007] In order to solve the above technical problems, the present invention provides the following technical solutions: a multi-dimensionally adjustable anti-collapse foundation prefabricated reinforcement device, comprising nine groups of reinforcement mechanisms, several groups of connecting mechanisms, four groups of first support mechanisms, six groups of second support mechanisms and two groups of third support mechanisms, the first support mechanism being arranged on one side of the reinforcement mechanism, the connecting mechanism being arranged on one side of the first support mechanism, the third support mechanism being arranged in the middle of the two groups of connecting mechanisms, and the second support mechanism being arranged on one side of the connecting mechanism.
[0008] According to the above technical solution, the reinforcement mechanism includes a support plate, the middle upper side of the support plate is bolted to a base plate, the upper side of the base plate is fixedly connected to a support column, the upper side of the support column is fixedly connected to a guide slide plate, the interior of the guide slide plate is provided with a guide slide groove, the upper side of the guide slide plate is provided with a foundation fixing hole, the interior of the guide slide plate is provided with a plurality of bolt holes, the upper sides of the support plate are bolted to positioning plates, the lower side of the positioning plate is fixedly connected to a spiral pile and passes through the support plate, the middle lower side of the support plate is provided with an anti-collapse mechanism for absorbing moisture from over-wet soil and deploying spare piles for support.
[0009] According to the above technical solution, the first supporting mechanism includes two first rotating ears respectively bolted to the inside of the two guide sliding grooves, one side of one of the first rotating ears is fixedly connected to the first guide sliding steel plate, and one side of the other first rotating ear is fixedly connected to the first sliding steel plate, and the first sliding steel plate is arranged inside the first guide sliding steel plate and the first sliding steel plate is bolted to the first guide sliding steel plate.
[0010] According to the above technical solution, the second supporting mechanism includes two second rotating ears respectively bolted to the inside of the two guide sliding grooves, one side of one of the second rotating ears is fixedly connected to the second guide sliding steel plate, and one side of the other second rotating ear is fixedly connected to the second sliding steel plate, and the second sliding steel plate is arranged inside the second guide sliding steel plate and the second sliding steel plate is bolted to the second guide sliding steel plate.
[0011] According to the above technical solution, the connecting mechanism includes several third guide sliding steel plates bolted to the first guide sliding steel plate and one side of the first sliding steel plate, and the internal bolts of the third guide sliding steel plates are connected to the third sliding steel plates.
[0012] According to the above technical solution, the third supporting mechanism includes two third rotating ears respectively bolted to the inside of the two guide sliding grooves, one side of one of the third rotating ears is fixedly connected to the fourth guide sliding steel plate, and one side of the other third rotating ear is fixedly connected to the fourth sliding steel plate, the fourth sliding steel plate is arranged inside the fourth guide sliding steel plate and the fourth sliding steel plate is bolted to the fourth guide sliding steel plate, and several of the third sliding steel plates are respectively bolted to the fourth sliding steel plate and both sides of the fourth guide sliding steel plate.
[0013] According to the above technical solution, the anti-collapse mechanism includes a fixed cylinder fixedly connected to the lower side of the support plate, the inner wall of the fixed cylinder is fixedly connected to a spring, the other end of the spring is provided with a pile-out assembly, the lower side of the fixed cylinder is fixedly connected to a cover plate, and two inclined grooves are respectively provided inside the cover plate.
[0014] According to the above technical solution, the pile-out assembly includes a sliding column fixedly connected to the lower side of the spring, the sliding column is slidably connected to the fixed cylinder, a T-slot is provided inside the sliding column, and a first U-shaped slider and a second U-shaped slider are slidably connected inside the T-slot respectively, a third rubber belt is fixedly connected between the first U-shaped slider and the second U-shaped slider, one side of the first U-shaped slider is fixedly connected to the first rubber belt and the other end of the first rubber belt is fixedly connected to the T-slot, and one side of the second U-shaped slider is fixedly connected to the second rubber belt and the other end of the second rubber belt is fixedly connected to the T-slot.
[0015] According to the above technical solution, a first material guide pile is hingedly connected to the interior of the first U-shaped slider, and a second material guide pile is hingedly connected to the interior of the second U-shaped slider. One end of the first material guide pile and the second material guide pile passes through the inclined groove and is slidably connected to the inclined groove. Material guide grooves are provided on both sides of the first material guide pile and the second material guide pile.
[0016] Compared with the prior art, the present invention has the following beneficial effects: The first rotating ear, the second rotating ear and the third rotating ear can all be rotated inside the guide groove, so as to adjust the angle of the reinforcement device to adapt to the assembly of foundations of different shapes, and the guide steel plates and sliding steel plates inside the first supporting mechanism, the second supporting mechanism, the connecting mechanism and the third supporting mechanism slide with each other, so as to adjust the size of the reinforcement device to adapt to the assembly of foundations of different sizes. After the foundation reinforcement device is assembled, it can automatically monitor whether the soil is loose and automatically reinforce it without the need for a sensor. When the soil is too wet and loose, the spring drives the sliding column to move downward, so that the first guide pile and the second guide pile are obliquely inserted into the wet soil. This not only increases the contact area between the first guide pile and the second guide pile and the soil, and improves the bearing capacity of the reinforcement device, but also guides most of the water-absorbing particles along the guide groove into the vicinity of the wet soil, absorbs the moisture around the soil, and effectively prevents the particles in the loose soil layer from being easily displaced under the action of external force. When the spiral pile is under load, the pile body may undergo large horizontal displacement or tilt, affecting its stability and normal use. BRIEF DESCRIPTION OF THE DRAWINGS
[0017] The accompanying drawings are used to provide a further understanding of the present invention and constitute a part of the specification. Together with the embodiments of the present invention, they are used to explain the present invention and do not constitute a limitation of the present invention. In the accompanying drawings: Figure 1This is a schematic diagram of the overall structure of a multi-dimensionally adjustable anti-collapse foundation assembly reinforcement device of the present invention; Figure 2 Schematic diagram of the structure of the reinforcement mechanism of the present invention; Figure 3 Schematic diagram of the structure of the first supporting mechanism in the present invention; Figure 4 Schematic diagram of the structure of the second supporting mechanism in the present invention; Figure 5 Schematic diagram of the structure of the connecting mechanism in the present invention; Figure 6 Schematic diagram of the structure of the third supporting mechanism in the present invention; Figure 7 Schematic diagram of the internal structure of the anti-collapse mechanism of the present invention; Figure 8 It is a structural schematic diagram of the pile-out assembly in the present invention; Figure 9 A partial cross-sectional view of the material guide pile in the present invention; In the figure: 1, reinforcement mechanism; 11, foundation fixing hole; 12, guide plate; 13, guide groove; 14, support column; 15, bottom plate; 16, support plate; 17, positioning plate; 18, screw pile; 3. Third supporting mechanism; 31. Fourth sliding steel plate; 32. Fourth guide sliding steel plate; 33. Third rotating ear; 4. Connecting mechanism; 41. Third sliding steel plate; 42. Third guide sliding steel plate; 5. Second supporting mechanism; 51. Second sliding steel plate; 52. Second guide sliding steel plate; 53. Second rotating ear; 6. First supporting mechanism; 61. First sliding steel plate; 62. First sliding guide steel plate; 63. First rotating ear; 7. Anti-collapse mechanism; 71. Pile-out assembly; 711. First U-shaped slider; 712. First material guide pile; 713. First rubber belt; 714. Second material guide pile; 715. Second U-shaped slider; 716. Second rubber belt; 717. Third rubber belt; 718. Material guide trough; 719. Sliding column; 72. Fixing cylinder; 73. Spring; 74. Cover plate. DETAILED DESCRIPTION
[0018] The following will clearly and completely describe the technical solutions in the embodiments of the present invention in conjunction with the accompanying drawings. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making creative efforts are within the scope of protection of the present invention.
[0019] See also Figure 1-9The present invention provides a technical solution: a multi-dimensionally adjustable anti-collapse foundation assembled reinforcement device, including nine groups of reinforcement mechanisms 1, several groups of connecting mechanisms 4, four groups of first support mechanisms 6, six groups of second support mechanisms 5 and two groups of third support mechanisms 3. The first support mechanism 6 is arranged on one side of the reinforcement mechanism 1, the connecting mechanism 4 is arranged on one side of the first support mechanism 6, the third support mechanism 3 is arranged in the middle of the two groups of connecting mechanisms 4, and the second support mechanism 5 is arranged on one side of the connecting mechanism 4.
[0020] See also Figure 2 The reinforcement mechanism 1 includes a support plate 16, the middle upper side of the support plate 16 is bolted to the bottom plate 15, the upper side of the bottom plate 15 is fixedly connected to the support column 14, the upper side of the support column 14 is fixedly connected to the guide slide plate 12, the inside of the guide slide plate 12 is provided with a guide slide groove 13, the upper side of the guide slide plate 12 is provided with a foundation fixing hole 11, the inside of the guide slide plate 12 is provided with a plurality of bolt holes, and the upper sides of the support plate 16 are bolted with positioning plates 17, the lower side of the positioning plate 17 is fixedly connected to a screw pile 18 and passes through the support plate 16, and the middle lower side of the support plate 16 is provided with an anti-collapse mechanism 7 for absorbing moisture from over-wet soil and deploying spare piles for support.
[0021] Supplementary explanations based on the above structure are as follows: the first rotating ear 63, the second rotating ear 53 and the third rotating ear 33 can all be rotated inside the guide groove 13, so as to adjust the angle of the reinforcement device to adapt to the assembly of foundations of different shapes. The spiral pile 18 is screwed into the ground through the spiral blade to form a pile body, which provides support and bearing capacity for the foundation, improves the bearing capacity of the foundation, and reduces settlement. The foundation fixing hole 11 is used for subsequent installation of the foundation.
[0022] When the foundation needs to be reinforced in an assembled manner, the shape and size of the foundation are first determined. When the shape of the foundation is a square, the screw piles 18 are first screwed into the soil, and eighteen screw piles 18 are arranged in sequence according to the size of the square. When all the screw piles 18 are screwed into the soil and the upper plane of each screw pile 18 is at the same horizontal plane, the support plate 16 is placed above the two screw piles 18 and fixed to the screw piles 18 with the bolts of the positioning plate 17. Then, the guide plate 12 is connected to the guide plate 12 above the support plate 16 with the bolts of the base plate 15.
[0023] Since the four sides of the square are perpendicular to each other, four groups of first supporting mechanisms 6 are installed first, and the first rotating ears 63 are rotated inside the guide slide groove 13. After the angles of the four groups of first supporting mechanisms 6 are adjusted to one hundred and eighty degrees, the first rotating ears 63 are bolted to the guide slide plate 12. At this time, every two groups of first supporting mechanisms 6 are parallel to each other and form a two-shaped shape. Next, the second supporting mechanism 5 is installed. The second rotating ears 53 are rotated inside the guide slide groove 13. After the angles of the six groups of second supporting mechanisms 5 are adjusted to ninety degrees, the second rotating ears 53 are bolted to the guide slide plate 12. At this time, each group of second supporting mechanisms 5 is perpendicular to each group of first supporting mechanisms 6 and forms a day shape. Start installing two sets of third support mechanisms 3, and the third rotating ear 33 rotates inside the guide groove 13. After adjusting the angle of the two sets of third support mechanisms 3 to one hundred and eighty degrees, the third rotating ear 33 is bolted to the guide plate 12. At this time, the third support mechanism 3 is parallel to the first support mechanism 6 and perpendicular to the second support mechanism 5, and forms a field shape. In order to enhance the bearing capacity of the entire reinforcement device, it is also necessary to install several sets of connecting mechanisms 4 on the third support mechanism 3 and the first support mechanism 6, and connect them to the third support mechanism 3 and the first support mechanism 6 respectively through bolts. At this time, the connecting mechanism 4 is parallel to the second support mechanism 5 and perpendicular to the first support mechanism 6.
[0024] See also Figure 3 The first supporting mechanism 6 includes two first rotating ears 63 respectively bolted to the inside of the two guide grooves 13, one side of one of the first rotating ears 63 is fixedly connected to the first guide steel plate 62, and one side of the other first rotating ear 63 is fixedly connected to the first sliding steel plate 61, the first sliding steel plate 61 is arranged inside the first guide steel plate 62 and the first sliding steel plate 61 is bolted to the first guide steel plate 62.
[0025] Supplementary explanations based on the above structure are as follows: before installing the first supporting mechanism 6, first place the first sliding steel plate 61 inside the first guide sliding steel plate 62 for sliding, adjust the length of the reinforcement device so that the length of the reinforcement device adapts to the length of the subsequent installation foundation, and then bolt the first sliding steel plate 61 and the first guide sliding steel plate 62 together.
[0026] See also Figure 4 The second supporting mechanism 5 includes two second rotating ears 53 respectively bolted to the inside of the two guide grooves 13, one side of one second rotating ear 53 is fixedly connected to the second guide steel plate 52, and one side of the other second rotating ear 53 is fixedly connected to the second sliding steel plate 51, the second sliding steel plate 51 is arranged inside the second guide steel plate 52 and the second sliding steel plate 51 is bolted to the second guide steel plate 52.
[0027] Supplementary explanations based on the above structure are as follows: before installing the second support mechanism 5, first place the second sliding steel plate 51 inside the second guide sliding steel plate 52 for sliding, adjust the width of the reinforcement device so that the width of the reinforcement device adapts to the width of the subsequent installation foundation, and then bolt the second sliding steel plate 51 and the second guide sliding steel plate 52 together.
[0028] See also Figure 6 The third supporting mechanism 3 includes two third rotating ears 33 respectively bolted to the inside of the two guide sliding grooves 13, one side of one third rotating ear 33 is fixedly connected to the fourth guide sliding steel plate 32, and one side of the other third rotating ear 33 is fixedly connected to the fourth sliding steel plate 31, the fourth sliding steel plate 31 is arranged inside the fourth guide sliding steel plate 32 and the fourth sliding steel plate 31 is bolted to the fourth guide sliding steel plate 32, and a number of third sliding steel plates 41 are respectively bolted to both sides of the fourth sliding steel plate 31 and the fourth guide sliding steel plate 32.
[0029] Supplementary explanation based on the above structure is as follows: before installing the third support mechanism 3, first place the fourth sliding steel plate 31 inside the fourth guide sliding steel plate 32 for sliding, so that the length of the third support mechanism 3 adapts to the distance between the two second support mechanisms 5, and then bolt the fourth sliding steel plate 31 and the fourth guide sliding steel plate 32 together.
[0030] See also Figure 5 The connecting mechanism 4 includes a plurality of third guide sliding steel plates 42 bolted to the first guide sliding steel plate 62 and one side of the first sliding steel plate 61 , and the internal bolts of the third guide sliding steel plate 42 are connected to the third sliding steel plate 41 .
[0031] Supplementary explanations based on the above structure are as follows: before installing the connecting mechanism 4, first place the third sliding steel plate 41 inside the third guide sliding steel plate 42 for sliding, so that the connecting mechanism 4 adapts to the distance between the third support mechanism 3 and the first support mechanism 6, and then bolt the third sliding steel plate 41 and the third guide sliding steel plate 42 together, and finally bolt the third sliding steel plate 41 and the third guide sliding steel plate 42 to the first support mechanism 6 and the third support mechanism 3 respectively.
[0032] See also Figure 7-Figure 9 The anti-collapse mechanism 7 includes a fixed cylinder 72 fixedly connected to the lower side of the support plate 16, a spring 73 is fixedly connected to the inner wall of the fixed cylinder 72, and a pile assembly 71 is provided at the other end of the spring 73. A cover plate 74 is fixedly connected to the lower side of the fixed cylinder 72, and two inclined grooves are respectively provided inside the cover plate 74.
[0033] Supplementary explanation based on the above structure is as follows: after the nine groups of reinforcement mechanisms 1, several groups of connecting mechanisms 4, four groups of first supporting mechanisms 6, six groups of second supporting mechanisms 5 and two groups of third supporting mechanisms 3 are installed, an avoidance pit needs to be dug in the soil between every two screw piles 18 so that the anti-collapse mechanism 7 can be placed in it, and the spring 73 is used to drive the pile-out assembly 71 to move downward. In the initial state, due to the tight soil, the spring 73 cannot pop the pile-out assembly 71 downward.
[0034] The pile-out assembly 71 includes a sliding post 719 fixedly connected to the lower side of the spring 73, and the sliding post 719 is slidably connected to the fixed cylinder 72. A T-slot is provided inside the sliding post 719, and the first U-shaped slider 711 and the second U-shaped slider 715 are slidably connected inside the T-slot. A third rubber belt 717 is fixedly connected between the first U-shaped slider 711 and the second U-shaped slider 715. One side of the first U-shaped slider 711 is fixedly connected to the first rubber belt 713, and the other end of the first rubber belt 713 is fixedly connected to the T-slot. One side of the second U-shaped slider 715 is fixedly connected to the second rubber belt 716, and the other end of the second rubber belt 716 is fixedly connected to the T-slot.
[0035] Supplementary explanation based on the above structure is as follows: when the soil contains more water, the water will fill the pores between the soil particles to form a water film. This water film acts like a lubricant, reducing the friction and adhesion between the soil particles. The originally tightly arranged soil particles are more likely to undergo relative displacement under the lubrication of water, and the soil particles are more likely to slide and disperse, making the soil structure loose. The particles in the loose soil layer are easily displaced under the action of external force. When the spiral pile 18 is under load, the pile body may undergo a large horizontal displacement or tilt, affecting its stability and normal use, and thus affecting the normal use of the foundation.
[0036] Several water-absorbing particles are placed under the sliding column 719 , and the first rubber belt 713 , the second rubber belt 716 and the third rubber belt 717 are used to prevent the water-absorbing particles from entering the T-slot and affecting the normal sliding of the first U-shaped slider 711 and the second U-shaped slider 715 .
[0037] The first U-shaped slider 711 is hinged with a first material guide pile 712 inside, and the second U-shaped slider 715 is hinged with a second material guide pile 714 inside. One end of the first material guide pile 712 and the second material guide pile 714 both pass through the inclined groove and are slidably connected to the inclined groove. Material guide grooves 718 are provided on both sides of the first material guide pile 712 and the second material guide pile 714.
[0038] Supplementary explanation based on the above structure is as follows: the spring 73 stores elastic potential energy when compressed or stretched, and when released, this potential energy is quickly converted into kinetic energy, providing a downward impact force for the first guide pile 712 and the second guide pile 714. When the soil becomes loose, it means that the pores between the soil particles are larger, and the friction and adhesion between the particles are smaller, which makes the pile encounter relatively less resistance when entering the soil. The impact force provided by the spring 73 can more easily overcome this resistance. This impact force can overcome the initial resistance of the soil, allowing the first guide pile 712 and the second guide pile 714 to begin to enter the soil. When the spring 73 drives the sliding column 719 to move downward, the first U-shaped slider 711 and the second U-shaped slider 715 move away from each other and move in opposite directions.
[0039] The first rubber belt 713 and the second rubber belt 716 are folded, and the third rubber belt 717 is unfolded. The first guide pile 712 and the second guide pile 714 continue to move downward along the inclined groove and are obliquely inserted into the soil. The obliquely inserted first guide pile 712 and the second guide pile 714 will exert an extrusion effect on the surrounding soil during the process of entering the soil, so that the loose soil particles are rearranged, the pores are reduced, and the density of the soil is increased, thereby improving the physical properties of the soil, increasing its bearing capacity and stability, and preventing the soil from being too loose and collapsing. While the first guide pile 712 and the second guide pile 714 continue to move downward along the inclined groove, the water-absorbing particles inside are squeezed and displaced by the sliding column 719, so that most of the water-absorbing particles enter the guide groove 718 of the first guide pile 712 and the second guide pile 714, and enter the surrounding area of the over-wet soil along the guide groove 718 to absorb moisture from the surrounding over-wet soil.
[0040] As the soil moisture content decreases, the friction and adhesion between soil particles gradually recover and increase, and the water-absorbing particles form a certain support and filling effect in the soil, further improving the soil structure. The more the sliding column 719 moves downward, the more water-absorbing particles are squeezed out, and the more water is absorbed. Moreover, the more the sliding column 719 moves downward, the longer the first guide pile 712 and the second guide pile 714 extend downward, the larger the contact area with the soil, and the higher the bearing capacity.
[0041] The first rotating ear 63, the second rotating ear 53 and the third rotating ear 33 can all be rotated inside the guide groove 13, so as to adjust the angle of the reinforcement device to adapt to the different shapes of the foundation for assembly, and the guide steel plates and the sliding steel plates inside the first supporting mechanism 6, the second supporting mechanism 5, the connecting mechanism 4 and the third supporting mechanism 3 slide with each other, so as to adjust the size of the reinforcement device to adapt to the different sizes of the foundation for assembly, and after the foundation reinforcement device is assembled, it can automatically monitor whether the soil is loose and automatically reinforce it without the need for a sensor. When the soil is too wet and loose, the spring 73 brings The movable sliding column 719 moves downward, causing the first guide pile 712 and the second guide pile 714 to be obliquely inserted into the over-wet soil. This not only increases the contact area between the first guide pile 712 and the second guide pile 714 and the soil, thereby improving the bearing capacity of the reinforcement device, but also guides most of the water-absorbing particles along the guide groove 718 into the vicinity of the over-wet soil, thereby absorbing the moisture around the soil, and effectively preventing the particles in the loose soil layer from being easily displaced under the action of external force. When the spiral pile 18 is under load, the pile body may undergo a large horizontal displacement or tilt, affecting its stability and normal use.
[0042] It should be noted that, in this document, relational terms such as first and second, etc., are used only to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply any actual relationship or order between these entities or operations. Moreover, the terms "comprises," "comprising," or any other variations thereof are intended to cover non-exclusive inclusion, such that a process, method, article, or apparatus that includes a list of elements includes not only those elements but also other elements not explicitly listed, or elements inherent to such process, method, article, or apparatus.
[0043] Finally, it should be noted that the above descriptions are merely preferred embodiments of the present invention and are not intended to limit the present invention. Although the present invention has been described in detail with reference to the aforementioned embodiments, those skilled in the art will be able to modify the technical solutions described in the aforementioned embodiments or substitute equivalents for some of the technical features. Any modifications, equivalent substitutions, and improvements made within the spirit and principles of the present invention shall be included within the scope of protection of the present invention.
Claims
1. A multi-dimensionally adjustable anti-collapse foundation assembled reinforcement device, comprising nine groups of reinforcement mechanisms (1), several groups of connection mechanisms (4), four groups of first support mechanisms (6), six groups of second support mechanisms (5) and two groups of third support mechanisms (3), characterized in that: The first supporting mechanism (6) is provided on one side of the reinforcing mechanism (1), the connecting mechanism (4) is provided on one side of the first supporting mechanism (6), the third supporting mechanism (3) is provided in the middle of the two groups of connecting mechanisms (4), and the second supporting mechanism (5) is provided on one side of the connecting mechanism (4); The reinforcement mechanism (1) includes a support plate (16), the middle upper side of the support plate (16) is bolted to a bottom plate (15), the upper side of the bottom plate (15) is fixedly connected to a support column (14), the upper side of the support column (14) is fixedly connected to a guide slide plate (12), the interior of the guide slide plate (12) is provided with a guide slide groove (13), the upper side of the guide slide plate (12) is provided with a foundation fixing hole (11), the interior of the guide slide plate (12) is provided with a plurality of bolt holes, the upper sides of both sides of the support plate (16) are bolted to positioning plates (17), the lower side of the positioning plate (17) is fixedly connected to a screw pile (18) and passes through the support plate (16), and the middle lower side of the support plate (16) is provided with an anti-collapse mechanism (7) for absorbing moisture from over-wet soil and deploying spare piles for support; The anti-collapse mechanism (7) comprises a fixed cylinder (72) fixedly connected to the lower side of the support plate (16); a spring (73) is fixedly connected to the inner wall of the fixed cylinder (72); a pile-out assembly (71) is provided at the other end of the spring (73); a cover plate (74) is fixedly connected to the lower side of the fixed cylinder (72); and two inclined grooves are respectively provided inside the cover plate (74).
2. A multi-dimensionally adjustable anti-collapse foundation assembly reinforcement device according to claim 1, characterized in that: The first supporting mechanism (6) includes two first rotating ears (63) respectively bolted to the inside of the two guide grooves (13), wherein one side of one of the first rotating ears (63) is fixedly connected to the first guide steel plate (62), and one side of the other first rotating ear (63) is fixedly connected to the first sliding steel plate (61), and the first sliding steel plate (61) is arranged inside the first guide steel plate (62) and the first sliding steel plate (61) is bolted to the first guide steel plate (62).
3. A multi-dimensionally adjustable anti-collapse foundation assembly reinforcement device according to claim 2, characterized in that: The second supporting mechanism (5) includes two second turning ears (53) respectively bolted to the inside of the two guide slide grooves (13), wherein one side of one of the second turning ears (53) is fixedly connected to the second guide slide steel plate (52), and one side of the other second turning ear (53) is fixedly connected to the second sliding steel plate (51), and the second sliding steel plate (51) is arranged inside the second guide slide steel plate (52) and the second sliding steel plate (51) is bolted to the second guide slide steel plate (52).
4. The multi-dimensionally adjustable anti-collapse foundation assembly reinforcement device according to claim 3, characterized in that: The connecting mechanism (4) comprises a plurality of third guide sliding steel plates (42) bolted to the first guide sliding steel plate (62) and one side of the first sliding steel plate (61), wherein the third guide sliding steel plates (42) are internally bolted to the third sliding steel plates (41).
5. The multi-dimensionally adjustable anti-collapse foundation assembly reinforcement device according to claim 4, characterized in that: The third supporting mechanism (3) comprises two third rotating ears (33) respectively bolted to the inside of the two guide slide grooves (13), wherein one side of one of the third rotating ears (33) is fixedly connected to the fourth guide slide steel plate (32), and one side of the other third rotating ear (33) is fixedly connected to the fourth sliding steel plate (31).
6. The multi-dimensionally adjustable anti-collapse foundation assembly reinforcement device according to claim 5, characterized in that: The fourth sliding steel plate (31) is arranged inside the fourth guide sliding steel plate (32) and the fourth sliding steel plate (31) is bolted to the fourth guide sliding steel plate (32), and a plurality of the third sliding steel plates (41) are bolted to both sides of the fourth sliding steel plate (31) and the fourth guide sliding steel plate (32).
7. The multi-dimensionally adjustable anti-collapse foundation assembly reinforcement device according to claim 1, characterized in that: The pile-extracting assembly (71) comprises a sliding column (719) fixedly connected to the lower side of the spring (73), the sliding column (719) being slidably connected to the fixed cylinder (72), a T-slot being provided inside the sliding column (719), and a first U-shaped slider (711) and a second U-shaped slider (715) being slidably connected inside the T-slot.
8. The multi-dimensionally adjustable anti-collapse foundation assembly reinforcement device according to claim 7, characterized in that: A third rubber belt (717) is fixedly connected between the first U-shaped slider (711) and the second U-shaped slider (715); a first rubber belt (713) is fixedly connected to one side of the first U-shaped slider (711), and the other end of the first rubber belt (713) is fixedly connected to the T-slot; a second rubber belt (716) is fixedly connected to one side of the second U-shaped slider (715), and the other end of the second rubber belt (716) is fixedly connected to the T-slot.
9. The multi-dimensionally adjustable anti-collapse foundation assembly reinforcement device according to claim 8, characterized in that: A first material guide pile (712) is hingedly connected to the interior of the first U-shaped slider (711), and a second material guide pile (714) is hingedly connected to the interior of the second U-shaped slider (715).
10. The multi-dimensionally adjustable anti-collapse foundation assembly reinforcement device according to claim 9, characterized in that: One end of each of the first material guide pile (712) and the second material guide pile (714) passes through the inclined slot and is slidably connected to the inclined slot. Both sides of the first material guide pile (712) and the second material guide pile (714) are provided with a material guide slot (718).