Fabricated ecological bamboo foundation applied to garden landscape and construction method thereof

Abstract

The invention discloses an assembly type ecological bamboo foundation applied to landscape architecture and a construction method thereof, and relates to the field of assembly type constructions.The assembly type ecological bamboo foundation comprises a long bamboo pipe body, a short bamboo pipe body and positioning ribs, the outer wall of the long bamboo pipe body and the outer wall of the short bamboo pipe body are wrapped with FRP cloth, opposite penetrating punching is conducted on the long bamboo pipe body and the short bamboo pipe body, and the outer wall of the long bamboo pipe body and the outer wall of the short bamboo pipe body are wrapped with FRP cloth; and meanwhile, a long screw rod is arranged in the hole in a penetrating mode, a special opposite penetrating mode is formed, and open grooves are symmetrically formed in the bottom end of the outer wall of the positioning rib. The FRP cloth has high corrosion resistance and can resist erosion of underground water to the long bamboo pipe body and the short bamboo pipe body, then the long screw penetrates into the FRP cloth and is tightened, a special opposite penetrating mode is formed, the overall foundation anti-pulling and anti-sedimentation effects on the device are achieved, the size of the concrete can be expanded when thermal expansion and cold contraction or water evaporation occurs, and the anti-pulling and anti-sedimentation effects are achieved. And the positioning ribs deform towards the inner side through the open grooves, and the situation that the long bamboo pipe body cracks is effectively prevented.

Description

Technical Field

[0001] The present invention relates to the field of prefabricated buildings, and in particular to a prefabricated ecological bamboo foundation used in garden landscapes and a construction method thereof. Background Art

[0002] Garden landscape refers to the formation of a spatial environment with aesthetic, ecological and functional value through the transformation of the natural environment and the design of artificial facilities. It involves the organic combination of elements such as plants, terrain, water bodies, buildings, and decorations, aiming to create a natural or artificial environment that is both beautiful and practical. Among them, most garden landscape buildings adopt prefabricated buildings, which is a construction method in which building components (such as wall panels, floor slabs, beams and columns, etc.) are pre-manufactured in the factory and then transported to the construction site for assembly. Compared with traditional cast-in-place buildings, this method has multiple advantages such as high efficiency, energy saving, and environmental protection.

[0003] However, when prefabricated buildings are applied in garden landscapes, a large amount of concrete is needed during the conversion process. Due to the large amount of traditional foundation concrete used and on-site pouring, it is not friendly to the surrounding environment, is not conducive to vegetation growth, and destroys the original ecosystem. On-site pouring takes a long time, is greatly affected by the weather, and is relatively difficult to dismantle. A large amount of construction waste will be generated after demolition. In addition, the large amount of concrete used is not conducive to the optimization of the garden landscape and reduces the overall viewing experience.

[0004] In summary, the extensive use of concrete in the above-mentioned structure during actual use is not conducive to vegetation growth and destroys the original ecosystem. In addition, concrete is not conducive to the optimization of garden landscape and reduces the overall viewing experience. Summary of the invention

[0005] Based on this, the purpose of the present invention is to provide an assembled ecological bamboo foundation for garden landscape and its construction method, so as to solve the technical problems that the large-scale use of concrete is not conducive to vegetation growth, destroys the original ecosystem, and concrete is not conducive to the optimization of garden landscape and reduces the overall viewing experience.

[0006] To achieve the above-mentioned object, the present invention provides the following technical solution: an assembled ecological bamboo foundation for garden landscape, comprising a long bamboo tube body, a short bamboo tube body, and positioning ribs, wherein the positioning ribs are located inside the long bamboo tube body, the outer walls of the long bamboo tube body and the short bamboo tube body are wrapped with FRP cloth, and holes are punched through the long bamboo tube body and the short bamboo tube body, and long screws are provided through the holes, forming a special penetration pattern;

[0007] The bottom end of the outer wall of the positioning rib is symmetrically provided with slots, wherein the slots are extended from the top end of the long bamboo tube body, and the outer wall of the positioning rib is wrapped with multiple groups of steel wires at the slots.

[0008] By adopting the above technical solution, the FRP cloth itself has strong corrosion resistance, which can resist the erosion of underground moisture on the main body of the long bamboo tube and the main body of the short bamboo tube. At the same time, the gap between the FRP cloth, the main body of the long bamboo tube and the main body of the short bamboo tube is filled with filler to extend the corrosion resistance of the bamboo tube. Then, a long screw is inserted and tightened to form a special through mode, which plays a role in basic uplift resistance and settlement resistance for the whole device. When the concrete expands or contracts due to temperature changes or moisture evaporation, the positioning bars will deform inward through the slots, effectively preventing the stress from being released outward, thus preventing the main body of the long bamboo tube from cracking.

[0009] The present invention is further configured such that the bottom end of the main body of the long bamboo tube is connected to a pile tube. The outer wall of the pile tube is respectively provided with a first bolt hole and a first through hole. A cast iron fastener is detachably arranged in the pile tube through a positioning bar. A second bolt hole matching the first through hole is formed on the cast iron fastener. The outer wall of the cast iron fastener is provided with a plurality of ground-gripping bolts, and the other ends of the ground-gripping bolts penetrate through the pile tube.

[0010] Preferably, the cast iron fastener is sent into the pile tube through the positioning bar, and the second bolt hole on the cast iron fastener is aligned with the first through hole. At this time, the staff members successively pass one end of each ground-gripping bolt through the first through hole, and then fix it in the second bolt hole on the cast iron fastener in a threaded connection manner. Looking down, the ground-gripping bolts form a cross arrangement. The made pile tube is driven into the ground by a machine until the ground-gripping bolts touch the ground. Then, the main body of the long bamboo tube is inserted into the pipe pile, and a tension bolt is inserted. During this process, the overall basic uplift resistance and settlement resistance are achieved through the ground-gripping bolts, thereby improving the overall practicability of the device.

[0011] The present invention is further configured such that a tension bolt is arranged at the position of the first bolt hole on the outer wall of the pile tube. Through holes for the tension bolt to penetrate are formed on the main body of the long bamboo tube and the main body of the short bamboo tube.

[0012] Preferably, the tension bolt ensures the stability of the main body of the long bamboo tube in the pile tube, effectively preventing the situation that the main body of the long bamboo tube is displaced in the pile tube, and the tension bolt plays a role in fixing the connection between the pile tube and the main body of the long bamboo tube.

[0013] The present invention is further configured such that an inner groove is arranged at the middle position of the cast iron fastener, and a second through hole matching the positioning bar is formed in the inner groove. A positioning steel pipe is detachably arranged at the top of the second through hole, and the outer diameter of the positioning steel pipe is larger than the inner diameter of the second through hole.

[0014] Preferably, under the action of the second through hole, the cast iron fixture can be sleeved on the outer wall of the positioning rib. Subsequently, after installing a set of ground-gripping bolts, the staff can sleeve the positioning steel pipe on the positioning rib. Since the outer diameter of the positioning steel pipe is larger than the inner diameter of the second through hole, the positioning steel pipe will stay in the inner groove at the top of the cast iron fixture. At this time, the staff can re-sleeve another set of cast iron fixtures on the outer wall of the positioning rib. At this time, the top of the positioning steel pipe will support the bottom of the cast iron fixture. At this time, the staff can install the second set of ground-gripping bolts. In this process, the setting of multiple sets of ground-gripping bolts improves the anti-pulling and anti-settlement effects of the pile pipe inside the soil mass.

[0015] The present invention is further configured such that a nut cooperating with the long screw is provided on the outer wall of the FRP cloth, and the nut is in contact with the outer wall of the FRP cloth.

[0016] Preferably, under the action of the nut, it is convenient to limit the upper screw. At the same time, in cooperation with the long bamboo tube body and the short bamboo tube body, the FRP cloth is limited and extruded to prevent the FRP cloth from becoming loose on the outer walls of the long bamboo tube body and the short bamboo tube body.

[0017] The present invention is further configured such that there is a gap between the steel tying wires, and the gap is smaller than the outer diameter of the poured concrete particles.

[0018] Preferably, when the staff pours concrete into the long bamboo tube, the gap between the steel tying wires can effectively prevent the concrete from penetrating into the inner wall of the positioning rib, ensuring that when the concrete expands itself subsequently, the positioning rib can release stress inward.

[0019] The present invention is further configured such that the contact surface between the inner wall of the second through hole and the outer wall of the positioning rib is set to be smooth.

[0020] Preferably, the smooth setting can reduce the sliding friction between the second through hole and the positioning rib, ensuring that the cast iron fixture can slide stably inward. In this process, it prevents the cast iron fixture from tilting inside the pile pipe, ensuring the normal installation and connection of the subsequent ground-gripping bolts.

[0021] The present invention is further configured such that a blocking block is provided at the bottom end of the positioning rib, and the blocking block is threadedly connected to the bottom of the positioning rib itself.

[0022] Preferably, the setting of the blocking block prevents the cast iron fixture from falling by itself inside the pile pipe, ensuring the stability of the cast iron fixture inside the pile pipe.

[0023] The present invention is further configured such that both the first through hole and the second bolt hole are inclined downward.

[0024] Preferably, the inclined downward setting facilitates the precision of the connection between the grab bolts and the soil when driving the pile pipe into the ground, further ensuring the overall foundation uplift resistance and settlement resistance of the device.

[0025] A construction method applied to a prefabricated ecological bamboo foundation for garden landscapes includes the following steps:

[0026] Step 1: Workers arrange the long bamboo pipe body and the short bamboo pipe body according to the pre-set positions. Subsequently, wrap the FRP cloth on their outer walls and insert long screw rods and tighten them with nuts to form a special through-penetration mode.

[0027] Step 2: Then, the workers insert the positioning bars into the long bamboo pipe body to facilitate the connection of the subsequent upper structure, pour concrete into the long bamboo pipe body, and at the same time fill the gaps between the FRP cloth, the long bamboo pipe body and the short bamboo pipe body with fillers. After the filled concrete and fillers form a reliable solid, the production is completed.

[0028] Step 3: Workers bury the whole device in the soil, and its embedded height is higher than the short bamboo pipe body. Subsequently, the workers backfill the soil again and compact it so that the short bamboo pipe body is completely buried.

[0029] By adopting the above technical solutions, the outer walls of the long bamboo pipe body and the short bamboo pipe body are wrapped with FRP cloth, which has strong corrosion resistance. In this process, the amount of concrete used is greatly reduced, meeting the requirements of modern ecological buildings, and it can also effectively alleviate the impact of traditional materials on the environment. Moreover, the bamboo pipes are drilled through and long screw rods are inserted and tightened to form a special through-penetration mode, which plays a role in foundation uplift resistance and settlement resistance for the whole device.

[0030] In summary, the present invention mainly has the following beneficial effects:

[0031] 1. In the present invention, the long bamboo pipe body and the short bamboo pipe body are arranged according to the pre-set positions. Subsequently, the outer walls of the long bamboo pipe body and the short bamboo pipe body are wrapped with FRP cloth, which has strong corrosion resistance, can resist the erosion of underground water on the long bamboo pipe body and the short bamboo pipe body, and can also enhance the overall bearing capacity and improve the seismic performance. Then, the positioning bars are placed in the long bamboo pipe body and filled with concrete, and at the same time the gaps between the FRP cloth, the long bamboo pipe body and the short bamboo pipe body are filled with fillers to extend the corrosion resistance of the bamboo pipes. In this process, the amount of concrete used is greatly reduced, meeting the requirements of modern ecological buildings, and it can also effectively alleviate the impact of traditional materials on the environment. Moreover, the bamboo pipes are drilled through and long screw rods are inserted and tightened to form a special through-penetration mode, which plays a role in foundation uplift resistance and settlement resistance for the whole device;

[0032] 2. In the present invention, slots are symmetrically opened at the lower end of the outer wall of the positioning rib, and multiple groups of steel tying wires are wrapped around the outer wall of the slots. When pouring concrete into the long bamboo tube body, since heat may be generated during the curing process of the concrete, at this time, due to thermal expansion and contraction or water evaporation, the volume of the concrete itself will expand, thereby squeezing the internal positioning rib, causing the positioning rib to deform inward through the slots, effectively preventing the stress from being released outward, thereby preventing the long bamboo tube body from cracking and improving the overall service life of the device;

[0033] 3. In the present invention, the cast iron fixture is sent into the pile tube through the positioning rib, and the second bolt hole on the cast iron fixture is aligned with the first through hole. At this time, the staff members successively pass one end of the ground-gripping bolt through the first through hole, and then fix it in the second bolt hole on the cast iron fixture in a threaded connection manner. Looking down, the ground-gripping bolts are arranged in a cross shape. The fabricated pile tube is driven into the ground by a machine until the ground-gripping bolts touch the ground, and then the long bamboo tube body is inserted into the pile tube and the tension bolt is inserted. During this process, the overall foundation anti-pulling and anti-settlement effects are achieved through the ground-gripping bolts, thereby improving the overall practicality of the device. BRIEF DESCRIPTION OF THE DRAWINGS

[0034] Figure 1 is a schematic structural diagram of the present invention in the assembled state;

[0035] Figure 2 is a schematic structural diagram of the installation of the positioning rib of the present invention;

[0036] Figure 3 is a schematic structural diagram of the first assembly position of the long bamboo tube and the short bamboo tube of the present invention;

[0037] Figure 4 is a cross-sectional view of the present invention in the state of the positioning rib installed;

[0038] Figure 5 For the present invention Figure 4 is an enlarged view of A in;

[0039] Figure 6 is a top view of the present invention;

[0040] Figure 7 is a schematic structural diagram of the second assembly position of the long bamboo tube and the short bamboo tube of the present invention;

[0041] Figure 8 For the present invention Figure 7 is a top view in the state;

[0042] Figure 9 is a schematic structural diagram of the second embodiment of the present invention;

[0043] Figure 10 is a schematic structural diagram of the pile tube of the present invention;

[0044] Figure 11 Cross-sectional view of the pile pipe in the installation state of the positioning ribs of the present invention;

[0045] Figure 12 Stereogram of the cast iron fastener of the present invention;

[0046] Figure 13 Schematic diagram of the positioning rib structure in the second embodiment of the present invention;

[0047] Figure 14 For the present invention Figure 11 Enlarged view of B in.

[0048] Explanation of reference numerals:

[0049] 1. Long bamboo tube body; 2. Short bamboo tube body; 3. Positioning rib; 4. Long screw; 5. Nut; 6. FRP cloth; 7. Groove; 8. Steel binding wire; 9. Pile pipe; 10. Tie bolt; 11. Ground-gripping bolt; 12. First bolt hole; 13. First through hole; 14. Cast iron fastener; 15. Inner groove; 16. Second bolt hole; 17. Second through hole; 18. Positioning steel pipe. Detailed implementation manners

[0050] Next, the technical solutions in the embodiments of the present invention will be clearly and completely described in conjunction with the accompanying drawings in the embodiments of the present invention. The embodiments described below by referring to the accompanying drawings are exemplary and are only used to explain the present invention and should not be construed as limiting the present invention.

[0051] Next, the embodiments of the present invention will be described according to the overall structure of the present invention.

[0052] The first embodiment:

[0053] Please refer to Figures 1 - 8 A kind of applied to garden landscape prefabricated ecological bamboo foundation and its construction method shown, including a long bamboo tube body 1, a short bamboo tube body 2, a positioning rib 3, a connection mechanism, a limiting mechanism and a crack prevention mechanism. The staff arranges the four groups of long bamboo tube bodies 1 to wrap the five groups of short bamboo tube bodies 2 as a whole, and the whole is arranged in a square shape from top to bottom, and the bottom is kept at the same horizontal position. Subsequently, the FRP cloth 6 is wrapped on the outer walls of the long bamboo tube body 1 and the short bamboo tube body 2. The FRP cloth 6 itself has strong corrosion resistance, can resist the erosion of underground water on the long bamboo tube body 1 and the short bamboo tube body 2, and can also enhance the overall bearing capacity and improve the seismic performance. At the same time, through holes are drilled through each long bamboo tube body 1 and short bamboo tube body 2, and the staff penetrates the long screw 4 through the long bamboo tube body 1 and the short bamboo tube body 2 to form a special through-penetration mode, which plays a role in basic uplift and settlement resistance for the whole device;

[0054] Subsequently, the staff inserts the positioning bars 3 into the long bamboo tube body 1 and pours concrete into the long bamboo tube body 1. Since slots 7 are symmetrically opened at the bottom end of the outer wall of the positioning bars 3, where the slots 7 extend out of the top end of the long bamboo tube body 1, and multiple groups of steel binding wires 8 are wrapped around the outer wall of the positioning bars 3 at the positions of the slots 7. When pouring concrete into the long bamboo tube body 1, as heat may be generated during the curing process of the concrete, at this time, due to thermal expansion and contraction or water evaporation, the volume of the concrete itself will expand, thus squeezing the internal positioning bars 3, causing the positioning bars 3 to deform inward through the slots 7, effectively preventing the stress from being released outward, thereby preventing the long bamboo tube body 1 from cracking, improving the overall service life of the device. And fillers will also be filled in the gaps between the FRP cloth 6, the long bamboo tube body 1 and the short bamboo tube body 2 to extend the corrosion resistance of the bamboo tube. In this process, the amount of concrete used is greatly reduced, meeting the requirements of modern ecological buildings, and also effectively alleviating the impact of traditional materials on the environment.

[0055] In the above embodiment, specifically, please refer to Figure 1 , where a nut 5 cooperating with the long screw 4 is arranged on the outer wall of the FRP cloth 6, and the nut 5 is in contact with the outer wall of the FRP cloth 6. Under the action of the nut 5, it is convenient to limit the long screw 4, and at the same time, cooperate with the long bamboo tube body 1 and the short bamboo tube body 2 to limit and squeeze the FRP cloth 6, preventing the FRP cloth 6 from becoming loose on the outer walls of the long bamboo tube body 1 and the short bamboo tube body 2.

[0056] In the above embodiment, specifically, please refer to Figure 4 and Figure 5 , there are gaps between the steel binding wires 8, and the gaps are smaller than the outer diameter of the concrete pouring particles. When the staff pours concrete into the long bamboo tube, the gaps between the steel binding wires 8 can effectively prevent the concrete from penetrating into the inner wall of the positioning bars 3, ensuring that when the concrete expands itself subsequently, the positioning bars 3 can release stress inward.

[0057] In the above embodiment, specifically, please refer to Figure 7 and Figure 8 , where there are three groups of long bamboo tube bodies 1 and four groups of short bamboo tube bodies 2, and the long bamboo tube bodies 1 also wrap the short bamboo tube bodies 2 in this way. This setting method greatly reduces the installation of the long screws 4, reduces the overall installation cost, and at the same time can ensure the stability between the overall long bamboo tube bodies 1 and the short bamboo tube bodies 2.

[0058] The second embodiment:

[0059] Please refer to Figures 9 - 14An assembled ecological bamboo foundation applied to garden landscapes and its construction method are shown. The overall structure is similar to that of the first embodiment. Among them, a bamboo tube bundle formed by arranging the long bamboo tube body 1 and the short bamboo tube body 2 is wrapped tightly with FRP cloth 6. In this embodiment, in addition to horizontal wrapping, there is also vertical cross wrapping. The short bamboo tube body 2 is located in the middle of the long bamboo tube body 1, which is convenient for subsequent insertion of the long bamboo tube body 1 into the pile tube 9. The bottom end of the long bamboo tube body 1 is connected to the pile tube 9. The outer wall of the pile tube 9 is respectively provided with a first bolt hole 12 and a first through hole 13. The pile tube 9 is pre-drilled, and a cast iron fixture 14 is detachably arranged in the pile tube 9 through a positioning rib 3. In this embodiment, a blocking block is arranged at the bottom end of the positioning rib 3, and the blocking block itself is threadedly connected to the bottom of the positioning rib 3. The arrangement of the blocking block prevents the cast iron fixture 14 in the pile tube 9 from falling by itself, ensuring the stability of the cast iron fixture 14 in the pile tube 9;

[0060] A second bolt hole 16 matching the first through hole 13 is opened on the cast iron fixture 14. At the same time, an array of grab bolts 11 is arranged on the outer wall of the cast iron fixture 14, and the other end of the grab bolt 11 penetrates the pile tube 9. The cast iron fixture 14 is sent into the pile tube 9 through the positioning rib 3, and the second bolt hole 16 on the cast iron fixture 14 is aligned with the first through hole 13. At this time, the staff passes one end of each grab bolt 11 through the first through hole 13, and then fixes it to the second bolt hole 16 on the cast iron fixture 14 in a threaded connection manner. Looking down, the grab bolts 11 are arranged in a cross shape. The made pile tube 9 is driven into the ground by a machine until the grab bolts 11 touch the ground, and then the long bamboo tube body 1 is inserted into the pile tube 9 and the tie bolts 10 are inserted. In this process, the overall anti-pull and anti-settlement effects are achieved through the grab bolts 11, thereby improving the overall practicality of the device.

[0061] In the above embodiment, specifically, please refer to Figure 9 and Figure 10 ., a tie bolt 10 is arranged on the outer wall of the pile tube 9 at the first bolt hole 12. Openings for the tie bolt 10 to penetrate are provided on the long bamboo tube body 1 and the short bamboo tube body 2. Under the action of the tie bolt 10, the stability of the long bamboo tube body 1 in the pile tube 9 is ensured, effectively preventing the long bamboo tube body 1 from shifting in the pile tube 9, and the tie bolt 10 plays a role in fixing the connection between the pile tube 9 and the long bamboo tube body 1.

[0062] In the above embodiment, specifically, please refer to Figure 11 and Figure 12, where an inner groove 15 is provided at the middle position of the cast iron fixture 14, and a second through hole 17 that cooperates with the positioning rib 3 is provided in the inner groove 15. A positioning steel pipe 18 is detachably provided at the top of the second through hole 17. The outer diameter of the positioning steel pipe 18 is larger than the inner diameter of the second through hole 17. Under the action of the second through hole 17, the cast iron fixture 14 can be sleeved on the outer wall of the positioning rib 3. Then, after installing a set of anchor bolts 11, the staff can sleeve the positioning steel pipe 18 on the positioning rib 3. Since the outer diameter of the positioning steel pipe 18 is larger than the inner diameter of the second through hole 17, the positioning steel pipe 18 will stay in the inner groove 15 at the top of the cast iron fixture 14. At this time, the staff can re - sleeve another set of cast iron fixtures 14 on the outer wall of the positioning rib 3. At this time, the top of the positioning steel pipe 18 will support the bottom of the cast iron fixture 14. At this time, the staff can install the second set of anchor bolts 11. In this process, the setting of multiple groups of anchor bolts 11 improves the anti - uplift and anti - settlement effects of the pile pipe 9 inside the soil body.

[0063] When the present invention is working specifically: during use, the long bamboo tube body 1 and the short bamboo tube body 2 are arranged according to the pre - set positions. Then, the outer walls of the long bamboo tube body 1 and the short bamboo tube body 2 are wrapped by the FRP cloth 6, which has strong corrosion resistance. Then, the staff opens holes in the long bamboo tube body 1 and the short bamboo tube body 2, and inserts the long screw 4 through them to form a special through - penetration mode, and limits and fixes it under the action of the nut 5. The through - penetration setting of the long screw 4 plays a role in anti - uplift and anti - settlement for the whole device. Then, the staff puts the positioning rib 3 into the long bamboo tube body 1 and pours concrete into it. At the same time, the gap between the FRP cloth 6, the long bamboo tube body 1 and the short bamboo tube body 2 is filled with fillers to extend the corrosion resistance of the bamboo tube;

[0064] At the same time, heat may be generated during the self - curing process of the concrete. At this time, due to thermal expansion and contraction or water evaporation, the volume of the concrete itself will expand. Since the lower ends of the outer wall of the positioning rib 3 are symmetrically provided with slots 7, during the expansion process of the concrete itself, the setting of the slots 7 allows the positioning rib 3 to deform and squeeze inward, effectively preventing the stress from being released outward, which may cause the long bamboo tube body 1 to crack, improving the overall service life of the device. And multiple groups of steel wires 8 are wrapped around the outer wall of the slots 7. During the process of pouring concrete into the long bamboo tube body 1, the steel wires 8 can prevent the concrete itself from flowing into the inner wall of the positioning rib 3, facilitating the release of stress inward by the positioning rib 3 when the concrete expands later.

[0065] Although embodiments of the present invention have been shown and described, the specific embodiments are merely explanations of the present invention and are not limitations thereof. The described specific features, structures, materials, or characteristics can be combined in a suitable manner in any one or more embodiments or examples. After reading this specification, those skilled in the art can make modifications, substitutions, and variations that do not involve creative contributions to the embodiments as needed, but as long as they are within the scope of the claims of the present invention, they are protected by the patent law.

Claims

1. An assembled ecological bamboo foundation applied to garden landscapes, comprising a long bamboo tube body (1), a short bamboo tube body (2) and positioning bars (3), wherein the positioning bars (3) are located inside the long bamboo tube body (1), and are characterized in that: The outer walls of the long bamboo tube body (1) and the short bamboo tube body (2) are wrapped with FRP cloth (6), and through holes are drilled through both the long bamboo tube body (1) and the short bamboo tube body (2). At the same time, long screw rods (4) are penetrated through the holes to form a special through-penetration mode; At the bottom end of the outer wall of the positioning rib (3), slots (7) are symmetrically opened, and the slots (7) extend out of the top end of the long bamboo tube body (1). Multiple groups of steel binding wires (8) are wrapped around the outer wall of the positioning rib (3) at the slots (7).

2. The prefabricated ecological bamboo foundation applied to garden landscape according to claim 1, wherein: The bottom end of the long bamboo tube body (1) is connected to a pile tube (9). The outer wall of the pile tube (9) is respectively provided with a first bolt hole (12) and a first through hole (13). A cast iron fixture (14) is detachably arranged in the pile tube (9) through the positioning rib (3). A second bolt hole (16) matching the first through hole (13) is opened on the cast iron fixture (14). An array of ground-gripping bolts (11) is arranged on the outer wall of the cast iron fixture (14), and the other ends of the ground-gripping bolts (11) penetrate through the pile tube (9).

3. The prefabricated ecological bamboo foundation applied to garden landscape according to claim 2, wherein: A tie bolt (10) is arranged on the outer wall of the pile tube (9) at the first bolt hole (12). Openings for the tie bolt (10) to penetrate through are opened on the long bamboo tube body (1) and the short bamboo tube body (2).

4. A prefabricated ecological bamboo foundation applied to garden landscapes according to claim 2, characterized in that: An inner groove (15) is arranged at the middle position of the cast iron fixture (14), and a second through hole (17) matching the positioning rib (3) is opened in the inner groove (15). A positioning steel tube (18) is detachably arranged at the top of the second through hole (17), and the outer diameter of the positioning steel tube (18) is larger than the inner diameter of the second through hole (17).

5. A prefabricated ecological bamboo foundation applied to garden landscapes according to claim 1, characterized in that: A nut (5) matching the long screw rod (4) is arranged on the outer wall of the FRP cloth (6), and the nut (5) is in contact with the outer wall of the FRP cloth (6).

6. The prefabricated ecological bamboo foundation applied to the garden landscape according to claim 1, characterized in that: There is a gap between the steel binding wires (8), and the gap is smaller than the outer diameter of the poured concrete particles.

7. The prefabricated ecological bamboo foundation applied to the garden landscape according to claim 4, wherein: The contact surface between the inner wall of the second through hole (17) and the outer wall of the positioning rib (3) is set to be smooth.

8. The prefabricated ecological bamboo foundation applied to the garden landscape according to claim 2, wherein: A blocking block is arranged at the bottom end of the positioning rib (3), and the blocking block is threadedly connected to the bottom of the positioning rib (3).

9. The prefabricated ecological bamboo foundation applied to a garden landscape according to claim 4, wherein: Both the first through hole (13) and the second bolt hole (16) are arranged obliquely downward.

10. A construction method applied to a prefabricated ecological bamboo foundation for garden landscapes, characterized in that: Including the following steps: Step 1: The staff arranges the long bamboo tube body and the short bamboo tube body according to the pre-set positions. Subsequently, FRP cloth is wrapped around their outer walls, and long screw rods are inserted and tightened with nuts to form a special through-penetration mode; Step 2: Subsequently, the staff inserts the positioning rib into the long bamboo tube body to facilitate the connection of the upper structure later. Concrete is poured into the long bamboo tube body. At the same time, the gap between the FRP cloth, the long bamboo tube body, and the short bamboo tube body is filled with fillers. After the inner filled concrete and fillers form a reliable solid, the production is completed; Step 3: The staff buries the whole device into the soil, and its embedded height is higher than the short bamboo tube body. Subsequently, the staff backfills the soil again and compacts it so that the short bamboo tube body is completely buried.

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