An anti-floating anchor pile
By designing a fixing mechanism in the anti-floating anchor pile, the problem of the existing anti-floating anchor pile floating on the steel bar when pouring cement is solved, and more stable installation is achieved and the bearing capacity and pull-out effect of the anti-floating anchor pile is improved.
Patent Information
- Application Number
- CN202420193725.6
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-01-26
- Publication Date
- 2025-04-04
- Estimated Expiration
- 2034-01-26
AI Technical Summary
The existing anti-floating anchor piles lack a fixing mechanism when placed underground, which causes the steel bars to float up when pouring cement, resulting in installation errors.
A floating-resistant anchor pile consisting of a fixing mechanism is designed. The fixing mechanism consists of land, round grooves, fixing plates, connecting blocks and screws. Through the cooperation of these components, the floating-resistant anchor pile does not float when pouring cement.
It effectively prevents the anti-floating anchor pile from floating when pouring cement, ensures the accuracy of installation and construction stability, and improves the bearing capacity and pull-out effect of the anti-floating anchor pile.
Smart Images
Figure CN222715965U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of anti-floating anchor piles, in particular to an anti-floating anchor pile. Background Art
[0002] Anti-floating anchor rods are a type of anti-floating measure for underground structures in construction projects. Anti-floating anchor rods refer to structural components that are set up to resist the upward displacement of buildings above them. They are related to the height and changes of the groundwater level and are in the opposite direction of the force applied to the compression piles.
[0003] When the existing anti-floating anchor pile is placed underground, it needs to be in the center of the circular groove. When pouring cement, the lack of a fixing mechanism will cause the steel bar to float up, resulting in installation errors of the anti-floating anchor pile. Utility Model Content
[0004] The utility model aims to solve the problem that when the above equipment is used, the existing anti-floating anchor piles have no fixing mechanism when placed underground, resulting in the floating of cement-cast steel bars, and proposes an anti-floating anchor pile.
[0005] In order to achieve the above-mentioned purpose, the utility model adopts the following technical solutions: an anti-floating anchor pile, comprising a fixing mechanism, wherein the inner surface wall of the fixing mechanism is provided with a main body mechanism;
[0006] The fixing mechanism comprises a piece of land, a circular groove is formed on the top of the piece of land, four holes are formed on the top of the piece of land, and two fixing plates are arranged on the top of the piece of land.
[0007] Preferably, two holes 2 are provided on the top of the two fixing plates 1, the inner walls of the four holes 2 are rotatably connected with screws 1, and the tops of the two fixing plates 1 are fixedly installed with connecting blocks.
[0008] Preferably, the outer walls of the two connecting blocks are provided with square grooves, the inner walls of the two square grooves are provided with connecting plates movably inserted therein, and the tops of the two connecting plates are provided with three holes.
[0009] Preferably, two holes four are opened on the top of the land, the inner walls of the two holes three are rotatably connected with screws two, and the outer walls of the two connecting plates are fixedly installed with fixing plates two.
[0010] Preferably, the main body mechanism includes a positioning plate, a guide rod is fixedly installed on the top of the positioning plate, and the outer wall of the guide rod is fixedly sleeved with five fixing plates three, and a group of holes five are opened on the top of the five fixing plates three.
[0011] Preferably, the inner walls of the five groups of holes five are fixedly inserted with vertical steel bars, the tops of the five fixed plates three are fixedly installed with a group of fixing rods, a centering bracket is fixedly installed between the outer walls of every two fixed plates three of the five, and a rainproof plate is provided on the outer wall of the guide rod.
[0012] Preferably, the bottom of the positioning plate is placed inside the circular groove.
[0013] Compared with the prior art, the advantages and positive effects of the utility model are:
[0014] In the utility model, by cooperating with the fixing mechanism and the main mechanism, firstly, the fixing plate three is connected with the guide rod and the vertical steel bar, and a fixing rod is arranged on the top of the fixing plate three, and a centering bracket is arranged on the outer wall thereof, so that the bearing capacity of the anti-floating anchor pile can be improved, and the pull-out resistance effect of the anti-floating anchor pile can be strengthened to make it more stable. Secondly, the fixing plate one is fixedly connected to the ground by screw one, and then the connecting plate is inserted into the square groove and fixed to the ground by screw two, so that the two fixing plates two can fix the anti-floating anchor pile to prevent the anti-floating anchor pile from floating up when pouring cement, causing construction errors.
[0015] In the utility model, with the cooperation of the main mechanism, when the anti-floating anchor pile is in normal use, since the positioning plate is fixedly connected to the guide rod, the guide rod is connected to three of the five sets of fixing plates, and three of the five sets of fixing plates are connected to three vertical steel bars, the bearing capacity of the anti-floating anchor pile is greatly improved, and good performance can be maintained for a long time, and deformation and damage are not easy to occur. In addition, the rainproof plate can prevent rainwater from directly penetrating the anti-floating anchor pile and affecting its anti-floating property. BRIEF DESCRIPTION OF THE DRAWINGS
[0016] Figure 1 A main structural stereogram of an anti-floating anchor pile is proposed for the utility model;
[0017] Figure 2 The utility model provides a disassembled stereoscopic diagram of a fixing mechanism in an anti-floating anchor pile;
[0018] Figure 3 A schematic diagram of the disassembly of the main mechanism of an anti-floating anchor pile is provided for the utility model;
[0019] Figure 4 A three-dimensional exploded diagram of the main body mechanism in an anti-floating anchor pile is proposed for the utility model.
[0020] Legend:
[0021] 1. Fixing mechanism; 101. Land; 102. Round groove; 103. Hole 1; 104. Fixing plate 1; 105. Hole 2; 106. Screw 1; 107. Connecting block; 108. Square groove; 109. Connecting plate; 110. Hole 3; 111. Hole 4; 112. Screw 2; 113. Fixing plate 2;
[0022] 2. Main body; 201. Positioning plate; 202. Guide rod; 203. Fixing plate three; 204. Hole five; 205. Vertical reinforcement; 206. Fixing rod; 207. Centering bracket; 208. Rain shield. DETAILED DESCRIPTION
[0023] In order to more clearly understand the above-mentioned purpose, features and advantages of the utility model, the utility model is further described below in conjunction with the accompanying drawings and embodiments. It should be noted that the embodiments of the present application and the features in the embodiments can be combined with each other without conflict.
[0024] In the following description, many specific details are set forth to facilitate a full understanding of the present invention. However, the present invention may also be implemented in other ways than those described herein. Therefore, the present invention is not limited to the specific embodiments of the following disclosure.
[0025] Embodiment 1, as Figure 1-Figure 4 As shown, the utility model provides an anti-floating anchor pile, comprising a fixing mechanism 1, and a main body mechanism 2 is arranged on the inner surface wall of the fixing mechanism 1;
[0026] The fixing mechanism 1 includes a piece of land 101, a circular groove 102 is provided on the top of the land 101, four holes 103 are provided on the top of the land 101, two fixing plates 104 are arranged on the top of the land 101, two holes 105 are provided on the top of the two fixing plates 104, the inner walls of the four holes 105 are rotatably connected with screws 106, connecting blocks 107 are fixedly installed on the tops of the two fixing plates 104, square grooves 108 are provided on the outer walls of the two connecting blocks 107, connecting plates 109 are movably inserted on the inner walls of the two square grooves 108, holes 3 110 are provided on the tops of the two connecting plates 109, two holes 4 111 are provided on the top of the land 101, the inner walls of the two holes 3 110 are rotatably connected with screws 2 112, and fixing plates 2 113 are fixedly installed on the outer walls of the two connecting plates 109.
[0027] The effects achieved by the entire embodiment 1 are as follows: first, four holes 103 are opened on the top of the soil 101, and two holes 105 are opened on the tops of the two fixing plates 104. The screws 106 pass through the holes 103 and the holes 105 at the same time to fix the fixing plates 104 and the soil 101. Secondly, the two fixing plates 104 are fixedly connected to the connecting blocks 107. The two connecting blocks 107 are opened with square grooves 108. The two connecting plates 109 are respectively inserted into the square grooves 108. Secondly, the outer walls of the two connecting plates 109 are connected to the fixing plate 2 113, and the two fixing plates 2 113 are in contact with the anti-floating anchor piles. The tops of the two connecting plates 109 are provided with holes 3 110, and the tops of the land 101 are provided with two holes 4 111. The holes 3 110 are aligned with the holes 4 111, and the screws 2 112 pass through the holes 3 110 and the holes 4 111 to fix them. This can prevent the steel bars from floating when pouring cement, so that the anti-floating anchor piles are evenly stressed, thereby improving the bearing capacity of the anti-floating anchor piles.
[0028] Embodiment 2, as Figure 2-Figure 4 As shown, the main body mechanism 2 includes a positioning plate 201, a guide rod 202 is fixedly installed on the top of the positioning plate 201, five fixing plates 3 203 are fixedly sleeved on the outer wall of the guide rod 202, a group of holes 5 204 are opened on the top of the five fixing plates 3 203, vertical steel bars 205 are fixedly inserted into the inner walls of the five groups of holes 5 204, a group of fixing rods 206 are fixedly installed on the top of the five fixing plates 3 203, a centering bracket 207 is fixedly installed between the outer walls of every two fixing plates 3 203, a rainproof plate 208 is arranged on the outer wall of the guide rod 202, and the bottom of the positioning plate 201 is placed inside the circular groove 102.
[0029] The effect achieved by the entire embodiment 2 is that when the device is in normal use, the positioning plate 201 is fixedly connected to the guide rod 202, and the outer wall of the guide rod 202 is provided with five groups of fixed plates three 203, and the five groups of fixed plates three 203 are fixedly connected to the three vertical steel bars 205, and the five groups of fixed plates three 203 are fixedly connected to the fixed rod 206, and at the same time, the five groups of fixed plates three 203 are fixedly connected to the centering bracket 207, which can improve the bearing capacity of the anti-floating anchor pile, make the anti-floating anchor pile have strong adaptability, and can be designed and constructed according to different geological conditions and engineering requirements.
[0030] Working principle: First, when the device is in normal use, the staff opens a circular groove 102 on the land 101, and the main body 2 is placed inside the circular groove 102. First, the bottom of the positioning plate 201 is placed inside the circular groove 102, and the top of the positioning plate 201 is fixedly installed with a guide rod 202. The outer wall of the guide rod 202 is fixed with five fixed plates 3 203, and the inner wall of the five fixed plates 3 203 is provided with vertical steel bars 205, which can improve the bearing capacity of the anti-floating anchor pile, can maintain good performance for a long time, and is not easy to deform and damage. Secondly, the top of the five fixed plates 3 203 A set of fixing rods 206 are fixedly installed, which can improve the pull-out resistance of the anti-floating anchor piles and effectively resist the buoyancy of the building. Secondly, a centering bracket 207 is fixedly installed between the outer walls of every two fixing plates 203, which has good seismic resistance and can effectively reduce the degree of structural damage when natural disasters such as earthquakes occur. It can improve the bearing capacity of the anti-floating anchor piles, so that it can still maintain good stability under heavy loads. The outer wall of the guide rod 202 is connected to the rainproof plate 208, which can prevent rainwater from directly penetrating into the anti-floating anchor piles and affecting their effects. Two fixing plates 104 are arranged on the top of the land 101. Two holes 105 are arranged on the top of the two fixing plates 104. Four holes 103 are arranged on the top of the land 101. The holes 103 and 105 are aligned. Four screws 106 are rotated through the inside of the holes 103 and 105 to fix the fixing plates 104 and the land 101. Then, connecting blocks 107 are fixedly installed on the tops of the two fixing plates 104. The outer walls of the two connecting blocks 107 are arranged with square grooves 108. The inner walls of the two square grooves 108 are inserted with There is a connecting plate 109, and a fixing plate 2 113 is fixedly installed on the outer wall of the connecting plate 109. The two fixing plates 2 113 clamp the guide rod 202, which can effectively improve the anti-floating performance of the anti-floating anchor pile. When pouring cement, it can effectively prevent the vertical steel bars 205 from floating up. Secondly, the tops of the two connecting plates 109 are provided with holes 3 110, and the top of the land 101 is provided with two holes 4 111. The holes 3 110 and the holes 4 111 are aligned, and the connecting plates 109 are fixed with screws 2 112 passing through the holes 3 110 and the holes 4 111, so that the anti-floating anchor pile is more stable.
[0031] The above description is only a preferred embodiment of the present invention and does not limit the present invention in other forms. Any technician familiar with the profession may use the technical content disclosed above to change or modify it into an equivalent embodiment with equivalent changes and apply it to other fields. However, any simple modification, equivalent change and modification made to the above embodiment based on the technical essence of the present invention without departing from the content of the technical solution of the present invention still falls within the protection scope of the technical solution of the present invention.
Claims
1. An anti-floating anchor pile, comprising a fixing mechanism (1), characterized in that: The main body mechanism (2) is arranged on the inner surface wall of the fixing mechanism (1); The fixing mechanism (1) comprises a piece of land (101), a circular groove (102) is provided on the top of the piece of land (101), four holes (103) are provided on the top of the piece of land (101), and two fixing plates (104) are arranged on the top of the piece of land (101).
2. The anti-floating anchor pile according to claim 1, characterized in that: Two holes 2 (105) are provided on the top of the two fixing plates 1 (104), the inner walls of the four holes 2 (105) are rotatably connected with screws 1 (106), and the tops of the two fixing plates 1 (104) are fixedly installed with connecting blocks (107).
3. The anti-floating anchor pile according to claim 2, characterized in that: The outer walls of the two connecting blocks (107) are each provided with a square groove (108), the inner walls of the two square grooves (108) are each provided with a connecting plate (109) movably inserted therein, and the tops of the two connecting plates (109) are each provided with a third hole (110).
4. The anti-floating anchor pile according to claim 3, characterized in that: Two holes four (111) are provided on the top of the land (101), the inner walls of the two holes three (110) are rotatably connected with screws two (112), and the outer walls of the two connecting plates (109) are fixedly mounted with fixing plates two (113).
5. The anti-floating anchor pile according to claim 1, characterized in that: The main body mechanism (2) comprises a positioning plate (201), a guide rod (202) is fixedly mounted on the top of the positioning plate (201), five fixing plates (203) are fixedly sleeved on the outer wall of the guide rod (202), and a group of holes (204) are formed on the tops of the five fixing plates (203).
6. The anti-floating anchor pile according to claim 5, characterized in that: The inner walls of the five groups of holes (204) are all fixedly inserted with vertical steel bars (205), the tops of the five fixed plates (203) are all fixedly installed with a group of fixing rods (206), the outer walls of every two fixed plates (203) are fixedly installed with a centering bracket (207), and the outer walls of the guide rods (202) are provided with a rainproof plate (208).
7. The anti-floating anchor pile according to claim 5, characterized in that: The bottom of the positioning plate (201) is placed inside the circular groove (102).