A vertical handling tool for fan foundation anchor rods

Abstract

The utility model discloses a vertical carrying tool of fan foundation anchor rod, it includes: stand, one end of stand is equipped with handle, the other end of stand is equipped with force bearing plate, is equipped with the clamping groove on force bearing plate, and the stand on the top of force bearing plate is connected with the positioning plate, is equipped with the positioning slot on the positioning plate, and the position of clamping groove and positioning slot is to the correspondence. It is the stand, force bearing plate and positioning plate of mutual cooperation, and the vertical carrying anchor rod of convenient operating personnel, and makes the installation of anchor rod also more safe and reliable.

Description

Technical Field

[0001] This utility model relates to the field of tools for building construction, and in particular to a vertical transport tool for wind turbine foundation anchor bolts. Background Technology

[0002] With the continuous development of the new energy industry, wind power projects occupy an important position in the new energy field. In wind power project construction, the installation of foundation anchor bolt assemblies is a crucial step in wind turbine foundation construction, determining the safety and quality of the wind turbine tower and turbine installation. Anchor bolt assemblies consist of anchor plates, anchor bolts (including protective sleeves, heat-shrink sleeves, etc.), and nuts. Due to the large size and weight of the anchor bolt assemblies, they are generally assembled on-site. After the upper and lower anchor plates are positioned, the anchor bolts are erected and inserted one by one into the upper and lower anchor plates, and the nuts are tightened to complete the installation.

[0003] Traditional anchor bolt installation involves multiple people manually lifting and inserting the anchor bolt into the anchor plate hole. Because the anchor bolt is covered with a PE sleeve, which is smooth and has a relatively large diameter, workers often struggle to apply force during installation, increasing the risk of the bolt slipping and causing injury. Furthermore, the separation between the anchor bolt and the PE sleeve allows for slippage and misalignment of the PE sleeve and heat-shrink sleeve, potentially leading to leakage of the internal threads. Utility Model Content

[0004] The purpose of this utility model is to provide a vertical handling tool for wind turbine foundation anchor bolts, which solves the problem of inconvenient anchor bolt handling in the prior art.

[0005] To achieve the purpose of this utility model, the following technical solution is adopted: a pole with a handle at one end and a support plate at the other end. The support plate has a slot, and a positioning plate is connected to the pole above the support plate. The positioning plate has a positioning groove, and the slot and the positioning groove are positioned in opposite directions.

[0006] The load-bearing plate consists of an L-shaped vertical plate and a horizontal plate. The horizontal plate has a slot, and the vertical plate is connected to the upright.

[0007] The slot is U-shaped.

[0008] The positioning plate is formed by bending a rectangular plate and is connected to the uprights by a crossbar.

[0009] The outer side of the slot on the load-bearing plate is hinged to a fixing ring, and a locking buckle is provided between the fixing ring and the load-bearing plate.

[0010] This utility model employs a matching upright, load-bearing plate, and positioning plate, facilitating vertical transport of anchor bolts by operators and making anchor bolt installation safer and more reliable. It prevents safety hazards caused by anchor bolt slippage and injury, as well as quality risks associated with PE sleeves and heat shrink sleeves detaching, common with traditional manual installation methods. Furthermore, the load-bearing plate is equipped with a locking device to further enhance tool safety and prevent anchor bolt slippage. Attached Figure Description

[0011] Figure 1 This is a front view of an embodiment of the present invention. Figure 2 for Figure 1 The right view, Figure 3 This is a top view of the load-bearing plate according to an embodiment of the present invention. Figure 4 This is a top view of the positioning groove according to an embodiment of the present invention. Detailed Implementation

[0012] like Figure 1 , Figure 2 , Figure 3 and Figure 4 The embodiment of this utility model shown includes: a vertical pole 1, with a handle 2 at one end and a support plate 3 at the other end. The support plate 3 has a slot 4, and a positioning plate 5 is connected to the vertical pole 1 above the support plate 3. The positioning plate 5 has a positioning groove 6, and the slot 4 and positioning groove 6 are positioned correspondingly. The support plate 3 consists of an L-shaped vertical plate and a horizontal plate, with the slot 4 on the horizontal plate and the vertical plate connecting to the vertical pole 1. The slot 4 is U-shaped. The positioning plate 5 is formed by bending a rectangular plate and is connected to the vertical pole 1 via a crossbar 7.

[0013] As an improvement to the above-described embodiment of this utility model, a hinged fixing ring is provided on the outer side of the slot on the load-bearing plate. The fixing ring is a semi-circular ring. A locking buckle is provided between the fixing ring and the load-bearing plate. The locking buckle is a rectangular plate with an open slot, and a protrusion is provided at the opening of the slot. The width of the fixing ring is greater than the width between the protrusions at the opening, so that the fixing ring can be locked into the slot and is not easy to fall out of it. This achieves the locking of the fixing ring to the load-bearing plate and prevents the anchor rod from slipping off the load-bearing plate during transportation or installation.

[0014] In use, the anchor rod is first erected, and the slot on the bearing plate is inserted into the bottom of the anchor nut. The operator holds the handle and applies upward force to lift the anchor rod. The positioning plate maintains an appropriate distance between the anchor rod and the handle to prevent the operator's arm from being pinched if the anchor rod tilts. If the anchor rod is heavy, an assistant can be added to hold the anchor rod upright and keep it vertical. The anchor rod is then moved to the vicinity of the anchor bolt hole on the anchor plate. First, the upper threaded end of the anchor rod is inserted into the anchor bolt hole of the upper anchor plate, and then the lower threaded end of the anchor rod is aligned with the anchor bolt hole of the lower anchor plate. The anchor rod is slowly lowered until the device rests on top of the lower anchor plate. The bearing plate of the device is then removed, thus completing the installation of the anchor rod.

[0015] The embodiments described above merely illustrate the implementation of this utility model, and should not be construed as limiting the scope of this utility model patent. It should be noted that those skilled in the art can make various modifications and improvements without departing from the concept of this utility model, and these all fall within the protection scope of this utility model. Therefore, the protection scope of this utility model patent should be determined by the appended claims.

Claims

1. A vertical handling tool for wind turbine foundation anchor bolts, comprising: A pole with a handle at one end, characterized in that a load-bearing plate is provided at the other end of the pole, the load-bearing plate has a slot, a positioning plate is connected to the pole above the load-bearing plate, the positioning plate has a positioning groove, and the slot and the positioning groove are positioned corresponding to each other.

2. The vertical handling tool for wind turbine foundation anchor bolts according to claim 1, characterized in that, The load-bearing plate is L-shaped It consists of a vertical plate and a horizontal plate, with a slot on the horizontal plate and a vertical plate connecting to the upright.

3. The vertical handling tool for wind turbine foundation anchor bolts according to claim 2, characterized in that, The slot is U-shaped.

4. A vertical transport tool for wind turbine foundation anchor bolts according to any one of claims 1 to 3, characterized in that, The positioning plate is formed by bending a rectangular plate and is connected to the uprights by a crossbar.

5. A vertical transport tool for wind turbine foundation anchor bolts according to any one of claims 1 to 3, characterized in that, The outer side of the slot on the load-bearing plate is hinged to a fixing ring, and a locking buckle is provided between the fixing ring and the load-bearing plate.

Images