Iron tower large plate foundation structure

Abstract

The utility model provides an iron tower large plate foundation structure, which relates to the technical field of iron tower foundations and comprises a large plate, a foundation pile and a butt joint frame. According to the iron tower large plate foundation structure, a butt-joint frame is sleeved with a first connecting rib through a vertical hole, a second connecting rib on a foundation pile is inserted into the vertical hole in the butt-joint frame, the butt-joint frame needs to be horizontally placed and is located between a large plate and the foundation pile, a first side hole and a second side hole are perpendicular to the arrangement direction of the first connecting rib and the second connecting rib, and a first inserting rod is inserted into the first side hole; the first inserting rods and the second inserting rods need to be completely inserted after penetrating through the second inserting holes of the second connecting ribs in the same row, the fixing nuts on the first inserting rods and the second inserting rods are screwed, the connecting ribs, the butt joint frame and the connecting ribs are fixed together through the first inserting rods and the second inserting rods, grouting materials are injected through a grouting opening of the butt joint frame, and the butt joint frame is connected with the butt joint frame. And after the grouting material is solidified, the large plate and the foundation pile can be fixedly connected together, and through rapid splicing of the prefabricated large plate and the foundation pile, the construction efficiency is improved.

Description

Technical Field

[0001] This utility model relates to the field of iron tower foundation technology, and in particular to a large plate foundation structure for iron towers. Background Technology

[0002] A steel tower is a tall structure used to carry communication equipment or transmit electricity. Settlement or uneven settlement can cause the tower to tilt, affecting its stability and even posing a risk of overturning. The tower foundation is the underground or subsurface structure that supports the main body of the tower. Its function is to safely and stably transfer all the loads borne by the tower (such as its own weight, wind loads, and seismic loads) to the foundation soil, ensuring the overall stability and safety of the tower.

[0003] Traditional large-slab foundation structures for iron towers are constructed using on-site casting, which is inefficient. It requires on-site reinforcement binding, formwork erection, and concrete pouring, making the process complex, reliant on manual labor, and time-consuming. Prefabricated splicing, through industrialized production and standardized installation, can solve the problem of low efficiency in traditional on-site casting. Utility Model Content

[0004] This utility model provides a large-slab foundation structure for iron towers, which solves the problem of low construction efficiency caused by the traditional casting method mentioned in the background art.

[0005] To achieve the above objectives, this utility model provides the following technical solution: a large-plate foundation structure for a steel tower, comprising a large plate, foundation piles, and a connecting frame. Multiple upper plates are fixedly connected to the upper surface of the large plate. Foundation piles are disposed above the upper plates. A connecting frame is disposed between the foundation piles and the upper plates. A first connecting rib is fixedly connected to the upper surface of the upper plate, and a second connecting rib is fixedly connected to the lower end of the foundation piles. A vertical hole is formed through the upper surface of the connecting frame. The connecting frame is fitted onto the first connecting rib through the vertical hole, and the second connecting rib is inserted into the vertical hole. A grouting port is formed through the side of the connecting frame.

[0006] Preferably, the docking frame is a rectangular frame, and two symmetrically arranged side edges of the docking frame have through-holes one through, and two other symmetrically arranged side edges of the docking frame have through-holes two through.

[0007] Preferably, the first side hole extends through the frame of the docking frame having the second side hole, and the second side hole extends through the frame of the docking frame having the first side hole.

[0008] Preferably, a first insertion hole is provided through the outer peripheral side of the first connecting rib, and a second insertion hole is provided through the outer peripheral side of the second connecting rib.

[0009] Preferably, the first connecting rib is provided in two rows, the two rows of the first connecting rib are arranged in parallel, and each row of the first connecting rib is provided with multiple ribs and is equidistant from each other. The second connecting rib is provided in two rows, the two rows of the second connecting rib are arranged in parallel, and each row of the second connecting rib is provided with multiple ribs and is equidistant from each other.

[0010] Preferably, the vertical holes are equidistantly opened on the upper surface of each side of the docking frame, and the first connecting rib and the second connecting rib are respectively inserted into two pairs of mutually perpendicular side frames of the docking frame.

[0011] Preferably, a first insert rod is inserted into the first side hole, and the first insert rod passes through the first insertion hole on the first connecting rib in the same row. A second insert rod is inserted into the second side hole, and the second insert rod passes through the second insertion hole on the second connecting rib in the same row.

[0012] Preferably, the upper surface of the large plate has multiple through holes, and anchor rods are inserted into the through holes.

[0013] Preferably, the anchor rod is hollow and has openings at both ends. The lower end of the anchor rod is frustum-shaped. A grouting hole is provided on the outer peripheral side of the anchor rod. An interference ring is fixedly connected to the anchor rod. A grouting groove is provided on one side of the interference ring. The grouting groove is located on the outer peripheral side of the anchor rod and is close to the upper end of the anchor rod.

[0014] Preferably, the outer diameter of the anchor rod is the same as the inner diameter of the plate hole, and the interference ring is frustum-shaped with the end face size near the lower end of the anchor rod being smaller than the end face size at the other end.

[0015] Compared with the prior art, the beneficial effects of this utility model are:

[0016] The large slab is placed in the foundation pit, and the anchor rod is vertically inserted into the hole of the slab. Grouting material is injected from the upper opening of the anchor rod and conveyed downward through the hollow cavity until it is sprayed out from the lower opening and grouting hole, so that the anchor rod can be fully filled with grouting material, which enhances the bonding force between the anchor rod and the surrounding rock and soil. Insert the connecting frame into the vertical hole of the connecting bar one, and insert the connecting bar two from the foundation pile into the vertical hole of the connecting frame. The connecting frame must be placed horizontally between the large slab and the foundation pile. Side holes one and two are perpendicular to the arrangement direction of connecting bars one and two. Insert rod one into side hole one, through the insertion hole one of connecting bars one in the same row, and insert rod two into side hole two, through the insertion hole two of connecting bars two in the same row. Insert rod one and rod two must be fully inserted. Then tighten the fixing nuts on insert rod one and rod two. The connecting bars, connecting frame and connecting bars are fixed together by insert rod one and rod two. Inject grouting material through the grouting port of the connecting frame. After the grouting material solidifies, the large slab and the foundation pile are fixedly connected together. The rapid splicing of prefabricated large slabs and foundation piles speeds up the construction efficiency. Attached Figure Description

[0017] Figure 1 This is a schematic diagram of the large-plate foundation structure of the iron tower according to this utility model;

[0018] Figure 2 This is a side view of the large-plate foundation structure of the iron tower according to this utility model;

[0019] Figure 3 for Figure 2 Enlarged view of point A;

[0020] Figure 4 This is a schematic diagram of the upper plate mounting position structure of this utility model;

[0021] Figure 5 This is a schematic diagram of the foundation pile structure of this utility model;

[0022] Figure 6 This is a schematic diagram of the docking frame structure of this utility model;

[0023] Figure 7 This is a cross-sectional view of the docking frame of this utility model;

[0024] Figure 8 This is a schematic diagram of the connection structure between the foundation pile and the large plate of this utility model;

[0025] Figure 9 for Figure 8 Enlarged view of point B;

[0026] Figure 10 for Figure 8 Enlarged view of point C;

[0027] Figure 11 This is a schematic diagram of the anchor bolt structure of this utility model.

[0028] The following are the labeling elements in the diagram: 1. Large plate; 11. Plate hole; 2. Anchor bolt; 21. Interference ring; 22. Grouting hole; 23. Grouting groove; 3. Upper plate; 31. Connecting bar one; 311. Insertion hole one; 4. Foundation pile; 5. Connecting bar two; 51. Insertion hole two; 6. Butt joint frame; 61. Grouting port; 62. Vertical hole; 63. Side hole one; 64. Side hole two; 7. Insertion rod one; 8. Insertion rod two. Detailed Implementation

[0029] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the scope of protection of the present utility model.

[0030] This utility model provides a large-plate foundation structure for iron towers, such as... Figure 1 and Figure 2 As shown, it includes a large slab 1, foundation piles 4, and a connecting frame 6, as follows. Figure 4 As shown, multiple upper plates 3 are fixedly connected to the upper surface of the large plate 1. Foundation piles 4 are installed above the upper plates 3, and a connecting frame 6 is installed between the foundation piles 4 and the upper plates 3. Connecting bars 31 are fixedly connected to the upper surface of the upper plates 3. Figure 5 As shown, a connecting bar 5 is fixedly connected to the lower end of the foundation pile 4. A vertical hole 62 is provided through the upper surface of the connecting frame 6. The connecting frame 6 is fitted onto the connecting bar 31 through the vertical hole 62, and the connecting bar 5 is inserted into the vertical hole 62. Figure 6 As shown, a grouting port 61 is provided through the side of the docking frame 6.

[0031] like Figure 6 and Figure 7 As shown, the docking frame 6 is a rectangular frame. Two symmetrically arranged side edges of the docking frame 6 have through-holes 63, and two other symmetrically arranged side edges of the docking frame 6 have through-holes 64. Side holes 63 penetrate the side edges of the docking frame 6 with side holes 64, and side holes 64 penetrate the side edges of the docking frame 6 with side holes 63. Connecting ribs 31 have through-holes 311 on their outer periphery, and connecting ribs 5 have through-holes 51 on their outer periphery. There are two rows of connecting ribs 31, arranged parallel to each other, with multiple ribs 31 in each row, and they are equidistant from each other. Similarly, there are two rows of connecting ribs 5, arranged parallel to each other, with multiple ribs 5 in each row, and they are equidistant from each other. Vertical holes 62 are equidistantly located on the upper surfaces of each side edge of the docking frame 6, as shown in the image. Figure 8 and Figure 9 As shown, connecting rib 31 and connecting rib 5 are respectively inserted into two pairs of mutually perpendicular sidewalls of the mating frame 6. Figure 9 and Figure 10 As shown, a first rod 7 is inserted into the first side hole 63, and the first rod 7 passes through the first insertion hole 311 on the first connecting rib 31 in the same row. A second rod 8 is inserted into the second side hole 64, and the second rod 8 passes through the second insertion hole 51 on the second connecting rib 5 in the same row.

[0032] The docking frame 6 serves as an intermediate connector, enabling rapid assembly of the large plate 1 and the foundation pile 4.

[0033] like Figure 1 and Figure 11As shown, multiple holes 11 are formed through the upper surface of the large plate 1, and anchor rods 2 are inserted into the holes 11. The anchor rods 2 are hollow and have openings at both ends. The lower end of the anchor rod 2 is frustum-shaped. Grouting holes 22 are formed on the outer peripheral side of the anchor rod 2. An interference ring 21 is fixedly connected to the anchor rod 2. A grouting groove 23 is provided on one side of the interference ring 21. The grouting groove 23 is located on the outer peripheral side of the anchor rod 2, near the upper end of the anchor rod 2. Figure 3 and Figure 11 As shown, the outer diameter of the anchor rod 2 is the same as the inner diameter of the plate hole 11. The interference ring 21 is frustum-shaped, and the end face near the lower end of the anchor rod 2 is smaller than the end face of the other end. The anchor rod 2 is inserted into the plate hole 11 and hammered to move it downwards into the soil. The interference ring 21 protrudes from the plate hole 11, and the upper end face of the interference ring 21 contacts the bottom surface of the large plate 1. The interference ring 21 provides support for the large plate 1. When the anchor rod 2 cannot sink downwards, the large plate 1 also cannot sink downwards.

[0034] The hollow interior and open design of anchor rod 2 provide a good channel for grouting operations. Grouting material can be injected from the upper opening of anchor rod 2, conveyed downwards through the hollow cavity, and sprayed out from the lower opening and grouting hole 22, ensuring a smooth grouting process. This allows the anchor rod 2 to be fully filled with grouting material, enhancing the bond between anchor rod 2 and the surrounding soil and rock, and improving the anchoring effect.

[0035] When grouting the anchor rod 2, grouting begins from below the grouting groove 23. After the grouting material fills the area around the grouting hole 22, it accumulates upwards inside the anchor rod 2 until it overflows from the grouting groove 23. The grouting groove 23 is located inside the plate hole 11 of the large plate 1. The overflowing grouting material will fill the gap between the plate hole 11 and the anchor rod 2, strengthening the connection stability between the plate hole 11 and the anchor rod 2.

[0036] The large plate 1 serves as the foundation load-bearing layer and is connected to the anchor rod 2 through the plate hole 11. The large plate 1 is located underground and supports the weight of the entire iron tower, transferring the iron tower load to the foundation.

[0037] Using this utility model, such as Figure 1 and Figure 2As shown, the large slab 1 is placed in the foundation pit, and the anchor rod 2 is vertically inserted into the hole 11 of the large slab 1. Grouting material is injected from the upper opening of the anchor rod 2 and conveyed downward through the hollow cavity until it sprays out from the lower opening and grouting hole 22, so that the anchor rod 2 is fully filled with grouting material, which enhances the bonding force between the anchor rod 2 and the surrounding soil and rock. The connecting frame 6 is inserted into the connecting bar 31 through the vertical hole 62. The connecting bar 5 on the foundation pile 4 is inserted into the vertical hole 62 on the connecting frame 6. The connecting frame 6 needs to be placed horizontally and is located between the large slab 1 and the foundation pile 4. The side holes 63 and 64 are perpendicular to the arrangement direction of the connecting bars 31 and 5. Insert the insert rod 7 into the side hole 63, through the insertion hole 311 of the connecting bar 31 in the same row, and insert the insert rod 8 into the side hole 64, through the insertion hole 311 of the connecting bar 31 in the same row. Hole 2 51, insert rod 1 7 and insert rod 2 8 need to be fully inserted, and then tighten the fixing nuts on insert rod 1 7 and insert rod 2 8. The connecting bar 1 31, the docking frame 6 and the connecting bar 2 5 are fixed together by insert rod 1 7 and insert rod 2 8. Grouting material is injected through the grouting port 61 of the docking frame 6. The grouting material enters the interior of the docking frame 6. After the grouting material solidifies, the large plate 1 and the foundation pile 4 can be fixedly connected together. The construction efficiency is accelerated by the rapid splicing of the prefabricated large plate 1 and the foundation pile 4.

[0038] Although the embodiments of this utility model have been disclosed above, they are not limited to the applications listed in the specification and embodiments. They can be applied to various fields suitable for this utility model. For those skilled in the art, other modifications can be easily made. Therefore, without departing from the general concept defined by the claims and their equivalents, this utility model is not limited to the specific details and the illustrations shown and described herein.

Claims

1. A tower footing structure, characterized by, The utility model provides a large plate (1), base pile (4) and butt joint frame (6), the upper surface fixed connection of large plate (1) has a plurality of upper plate (3), the upper plate (3) is provided with base pile (4) above, butt joint frame (6) is arranged between base pile (4) with the upper plate (3), the upper surface fixed connection of upper plate (3) has connecting tendon no.

2. The tower mat foundation structure of claim 1, wherein, The butt joint frame (6) is a rectangular frame, and the two symmetrically arranged side frames of the butt joint frame (6) are provided with side holes one (63) penetratingly, and the other two symmetrically arranged side frames of the butt joint frame (6) are provided with side holes two (64) penetratingly.

3. The tower mat foundation structure of claim 2, wherein, The side hole one (63) penetrates the side frame of the butt joint frame (6) provided with the side hole two (64), and the side hole two (64) penetrates the side frame of the butt joint frame (6) provided with the side hole one (63).

4. The tower mat foundation structure of claim 2, wherein, The outer circumferential side of the connecting tendon one (31) is provided with an insertion hole one (311) penetratingly, and the outer circumferential side of the connecting tendon two (5) is provided with an insertion hole two (51) penetratingly.

5. The tower footing platform structure according to claim 4, wherein, The connecting tendon one (31) is provided with two rows, and the two rows of connecting tendon ones (31) are arranged in parallel, each row of connecting tendon ones (31) is provided with a plurality of connecting tendon ones (31) arranged at equal intervals, the connecting tendon two (5) is provided with two rows, and the two rows of connecting tendon twos (5) are arranged in parallel, each row of connecting tendon twos (5) is provided with a plurality of connecting tendon twos (5) arranged at equal intervals.

6. The tower foundation structure of claim 4, wherein, The vertical hole (62) is provided on the upper surface of each side frame of the butt joint frame (6) at equal intervals, and the connecting tendon one (31) and the connecting tendon two (5) are respectively inserted into two pairs of side frames of the butt joint frame (6) perpendicular to each other.

7. The tower mat foundation structure of claim 6, wherein, The insertion rod one (7) is inserted into the side hole one (63), and the insertion rod one (7) is arranged in the insertion hole one (311) on the same row of connecting tendon ones (31); the insertion rod two (8) is inserted into the side hole two (64), and the insertion rod two (8) is arranged in the insertion hole two (51) on the same row of connecting tendon twos (5).

8. The tower foundation structure of claim 1, wherein, The upper surface of the large plate (1) is provided with a plurality of plate holes (11) penetratingly, and the anchor rod (2) is inserted into the plate hole (11).

9. The tower footing platform structure according to claim 8, wherein, The anchor rod (2) is hollow and provided with openings at both ends, the lower end of the anchor rod (2) is in the shape of a circular truncated cone, the outer circumferential side of the anchor rod (2) is provided with a grouting hole (22), the anchor rod (2) is fixedly connected with an interference ring (21), one side of the interference ring (21) is provided with a grouting groove (23), the grouting groove (23) is provided on the outer circumferential side of the anchor rod (2), and the grouting groove (23) is close to the upper end of the anchor rod (2).

10. The tower footing platform structure according to claim 9, wherein, The outer diameter size of the anchor rod (2) is consistent with the inner diameter size of the plate hole (11), and the interference ring (21) is a circular truncated cone and the end face size near the lower end of the anchor rod (2) is smaller than the end face size of the other end.

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