Anti-floating structure

Abstract

The utility model discloses an anti-floating structure, relates to the technical field of anti-floating anchor rod piles, and solves the problem that multiple groups of anchor rods cannot be conveniently and quickly connected together, the anti-floating structure comprises anchor rods and a base layer, the outer surfaces of the anchor rods are slidably connected with connecting mechanisms, and the lower surfaces of the anchor rods are fixedly connected with connecting plates; the connecting mechanism comprises a mounting block connected to the outer surface of the anchor rod in a sliding mode, and a locking block is hinged to the outer surface of the mounting block through a hinge block. An anchor rod is welded to the outer surface of a connecting plate, the outer surface of a pouring pipeline is sleeved with multiple sets of mounting blocks, then one end of the pouring pipeline is inserted into a pouring frame, then a locking block is rotated, so that the outer surface of the locking block is attached to the outer surface of the anchor rod, and then a fastening bolt is rotated; and the fastening bolts are in threaded connection with the outer surfaces of the mounting blocks, so that the multiple groups of anchor rods are conveniently clamped and limited, and the efficiency of splicing the multiple groups of anchor rods together is improved.

Description

Technical Field

[0001] The utility model relates to the technical field of anti-floating anchor piles, in particular to an anti-floating structure. Background Art

[0002] Underground garages are usually common facilities in urban buildings, providing an effective solution to the problem of insufficient parking spaces in cities. However, when building underground garages, factors such as groundwater level, soil conditions and the influence of surrounding buildings need to be considered to ensure the stability and safety of the garage. Anti-sinking and floating anchor rods, as an important foundation fixing device, play a key role in the construction of underground garages.

[0003] The use of multiple anchor solutions is a common practice in the construction of underground garages. It can effectively increase the bearing capacity and stability of the foundation. However, the splicing and assembly of anchors usually needs to be carried out on site. When fixing multiple anchors together, it is necessary to ensure that their positions and spacings meet the design requirements. This may involve precise positioning and adjustment of each anchor to ensure that the distance and angle between them are correct, which may take considerable time and effort.

[0004] The existing anti-floating structure therefore has the problem of being inconvenient to quickly attach multiple groups of anchor rods together. Utility Model Content

[0005] 1. Technical issues to be resolved

[0006] In view of the above problems existing in the prior art, the utility model provides an anti-floating structure.

[0007] (II) Technical solution

[0008] To achieve the above objectives, the utility model is implemented through the following technical solutions: an anti-floating structure, including an anchor rod and a base layer, the outer surface of the anchor rod is slidably connected to a connecting mechanism, the lower surface of the anchor rod is fixedly connected to a connecting plate, the connecting mechanism includes a mounting block slidably connected to the outer surface of the anchor rod, and the outer surface of the mounting block is hinged with a locking block through a hinge block.

[0009] As a preferred solution of the anti-floating structure of the utility model, the outer surface of the locking block is threadedly connected with a fastening bolt, and the other end of the fastening bolt is threadedly connected to the outer surface of the mounting block.

[0010] By adopting the above technical solution, the locking block and the mounting block can be conveniently fixed to the outer surface of the anchor rod by tightening the bolts, thereby facilitating the positioning of the anchor rod.

[0011] As a preferred solution of the anti-floating structure of the utility model, the outer surface of the mounting block is slidably connected with a casting pipe, and the lower end of the casting pipe is slidably connected to the outer surface of the connecting plate.

[0012] By adopting the above technical solution, concrete is filled between the anchor rods through the pouring pipe, thereby facilitating the fixing of the anchor rods.

[0013] As a preferred solution of the anti-floating structure of the utility model, a casting frame is fixedly connected to the lower surface of the connecting plate, and a sinking block is fixedly connected to the lower side of the casting frame.

[0014] By adopting the above technical solution, the casting frame and the connecting plate can be easily installed into the foundation pit through the falling blocks.

[0015] As a preferred solution of the anti-floating structure of the utility model, a concrete casting layer is cast on the upper surface of the base layer, a foundation pit is opened on the outer surface of the concrete casting layer, and the inner wall of the foundation pit is slidably connected to the outer surface of the casting frame and the mounting block.

[0016] By adopting the above technical solution, the fixation of the anchor rod can be strengthened after the concrete is poured into the casting frame.

[0017] As a preferred solution of the anti-floating structure of the utility model, the outer surface of the mounting block is fixedly connected with a fixing rod, and the outer surface of the fixing rod is slidably connected to the outer surface of the foundation pit.

[0018] By adopting the above technical solution, the fixing rod is in contact with the inner wall of the foundation pit, so that the outer surface of the anchor rod can be limited, thereby preventing the anchor rod from tilting.

[0019] (III) Beneficial effects

[0020] The utility model provides an anti-floating structure, which has the following beneficial effects:

[0021] 1. By welding the anchor rods to the outer surface of the connecting plate, the outer surface of the casting pipe is inserted into multiple groups of mounting blocks, and then one end of the casting pipe is inserted into the casting frame, and then the locking block is rotated to make the outer surface of the locking block fit with the outer surface of the anchor rod, and then the fastening bolt is rotated to make the fastening bolt threadedly connected to the outer surface of the mounting block, thereby facilitating the clamping and limiting of multiple groups of anchor rods, thereby improving the efficiency of splicing multiple groups of anchor rods together.

[0022] 2. By inserting the sinking block into the foundation pit, the sinking block, the pouring frame and the connecting plate slide downward along the inner wall of the foundation pit, and the fixing rod slides on the inner wall of the foundation pit. The installation block and the fixing rod are used to limit multiple groups of anchor rods, thereby preventing the anchor rods from tilting when pouring the foundation pit. BRIEF DESCRIPTION OF THE DRAWINGS

[0023] In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the drawings required for use in the description of the embodiments will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the present invention. For ordinary technicians in this field, other drawings can be obtained based on these drawings without creative work.

[0024] Figure 1 It is a schematic diagram of the overall structure of the utility model.

[0025] Figure 2 It is a front cross-sectional structural schematic diagram of the entire utility model.

[0026] Figure 3 yes Figure 2 Schematic diagram of the enlarged structure of A.

[0027] Figure 4 It is a schematic diagram of the overall top cross-sectional structure of the utility model.

[0028] In the figure, 1. anchor rod; 2. concrete pouring layer; 3. base layer; 4. pouring pipe; 5. foundation pit; 6. connecting mechanism; 601. mounting block; 602. locking block; 603. fastening bolt; 604. hinge block; 7. connecting plate; 8. pouring frame; 9. falling block; 10. fixing rod. DETAILED DESCRIPTION

[0029] The technical solutions in the embodiments of the present invention will be described clearly and completely below in conjunction with the accompanying drawings in the embodiments of the present invention.

[0030] Example 1

[0031] Reference Figure 1 , Figure 2 , Figure 3 and Figure 4 , which is the first embodiment of the utility model, provides an anti-floating structure, including an anchor rod 1 and a base layer 3, the outer surface of the anchor rod 1 is slidably connected to a connecting mechanism 6, the lower surface of the anchor rod 1 is fixedly connected to a connecting plate 7, the connecting mechanism 6 includes a mounting block 601 slidably connected to the outer surface of the anchor rod 1, and the outer surface of the mounting block 601 is hinged to a locking block 602 through a hinge block 604.

[0032] Specifically, the outer surface of the locking block 602 is threadedly connected with a fastening bolt 603, and the other end of the fastening bolt 603 is threadedly connected to the outer surface of the mounting block 601. The outer surface of the mounting block 601 is slidably connected with a casting pipe 4, and the lower end of the casting pipe 4 is slidably connected to the outer surface of the connecting plate 7.

[0033] The anchor rod 1 is further welded to the outer surface of the connecting plate 7, the outer surface of the casting pipe 4 is inserted into multiple groups of mounting blocks 601, and then one end of the casting pipe 4 is inserted into the casting frame 8, and then the locking block 602 is rotated to make the outer surface of the locking block 602 fit the outer surface of the anchor rod 1, and then the fastening bolt 603 is rotated to make the fastening bolt 603 threadedly connected to the outer surface of the mounting block 601, thereby facilitating the clamping and limiting of multiple groups of anchor rods 1, thereby improving the efficiency of splicing multiple groups of anchor rods 1 together.

[0034] Example 2

[0035] Reference Figure 1 , Figure 2 , Figure 3 and Figure 4 , which is the second embodiment of the utility model. This embodiment is based on the previous embodiment. The lower surface of the connecting plate 7 is fixedly connected to a casting frame 8, and the lower part of the casting frame 8 is fixedly connected to a sinking block 9, wherein the upper surface of the base layer 3 is cast with a concrete casting layer 2, and the outer surface of the concrete casting layer 2 is provided with a foundation pit 5, and the inner wall of the foundation pit 5 is slidably connected to the outer surface of the casting frame 8 and the mounting block 601, wherein the outer surface of the mounting block 601 is fixedly connected to a fixing rod 10, and the outer surface of the fixing rod 10 is slidably connected to the outer surface of the foundation pit 5.

[0036] The sinking block 9 is further inserted into the foundation pit 5, so that the sinking block 9, the pouring frame 8 and the connecting plate 7 slide downward along the inner wall of the foundation pit 5, and the fixing rod 10 slides on the inner wall of the foundation pit 5. The mounting block 601 and the fixing rod 10 are used to limit the multiple groups of anchor rods 1, thereby preventing the anchor rods 1 from tilting when pouring the foundation pit 5.

[0037] Working principle: When in use, first pour the concrete pouring layer 2 on the base 3, then open the foundation pit 5 on the concrete pouring layer 2, then weld the anchor rod 1 to the outer surface of the connecting plate 7, insert the outer surface of the pouring pipe 4 into the multiple groups of mounting blocks 601, and then insert one end of the pouring pipe 4 into the pouring frame 8, then rotate the locking block 602 so that the outer surface of the locking block 602 fits the outer surface of the anchor rod 1, and then rotate the fastening bolt 603 so that the fastening bolt 603 is threadedly connected to the outer surface of the mounting block 601, so as to facilitate the clamping of the multiple groups of anchor rods 1 The limiting function improves the efficiency of splicing multiple groups of anchor rods 1 together and prevents the anchor rods 1 from tilting when pouring cement. Then, the sinking block 9 is inserted into the foundation pit 5, so that the sinking block 9, the pouring frame 8 and the connecting plate 7 slide downward along the inner wall of the foundation pit 5. At the same time, the fixing rod 10 slides on the inner wall of the foundation pit 5. The multiple groups of anchor rods 1 are conveniently limited by the mounting block 601 and the fixing rod 10. Then, cement slurry is poured into the pouring frame 8 through the pouring pipe 4, which is convenient for fixing the pouring frame 8 in the foundation pit 5, thereby facilitating the installation of the anchor rods 1.

[0038] It should be noted that, in this document, relational terms such as first and second, etc. are merely used 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.

Claims

1. An anti-floating structure, comprising an anchor rod (1) and a base layer (3), characterized in that: The outer surface of the anchor rod (1) is slidably connected to a connecting mechanism (6), the lower surface of the anchor rod (1) is fixedly connected to a connecting plate (7), the connecting mechanism (6) comprises a mounting block (601) slidably connected to the outer surface of the anchor rod (1), and the outer surface of the mounting block (601) is hinged to a locking block (602) via a hinge block (604).

2. The anti-floating structure according to claim 1, characterized in that: The outer surface of the locking block (602) is threadedly connected with a fastening bolt (603), and the other end of the fastening bolt (603) is threadedly connected to the outer surface of the mounting block (601).

3. The anti-floating structure according to claim 2, characterized in that: The outer surface of the mounting block (601) is slidably connected to a pouring pipe (4), and the lower end of the pouring pipe (4) is slidably connected to the outer surface of the connecting plate (7).

4. The anti-floating structure according to claim 3, characterized in that: The lower surface of the connecting plate (7) is fixedly connected to a casting frame (8), and the lower surface of the casting frame (8) is fixedly connected to a sinking block (9).

5. The anti-floating structure according to claim 4, characterized in that: A concrete casting layer (2) is cast on the upper surface of the base layer (3), a foundation pit (5) is provided on the outer surface of the concrete casting layer (2), and the inner wall of the foundation pit (5) is slidably connected to the outer surface of the casting frame (8) and the mounting block (601).

6. The anti-floating structure according to claim 5, characterized in that: The outer surface of the mounting block (601) is fixedly connected to a fixing rod (10), and the outer surface of the fixing rod (10) is slidably connected to the outer surface of the foundation pit (5).

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