Hanging bracket structure for hoisting closed conduit

Abstract

The utility model discloses a hanging bracket structure for hoisting a closed conduit, which comprises two hanging beams, a plurality of hanging brackets, a plurality of connecting rods, a plurality of connecting rods, a plurality of connecting rods and a plurality of connecting rods, the straining beams are vertically connected between the two hanging beams, and the two straining beams are arranged in parallel; the hanging bracket structure comprises a hanging beam and four hanging rods, the hanging rods are distributed in a rectangular shape, the four hanging rods are perpendicularly connected to the hanging beam respectively, one hanging beam corresponds to two hanging rods, and the lower ends of the hanging rods stretch into mounting holes of a prefabricated closed conduit. Professional training is not needed, operability is good, workers do not need to climb up / down for hooking operation, the use cost is low, and the hanging bracket can be repeatedly used.

Description

Technical Field

[0001] The utility model relates to the field of equipment for quickly installing a culvert, and more specifically, to a hanger structure for lifting a culvert. Background Art

[0002] With the development of cities and the progress of society, the scale of cities has expanded and the problem of urban waterlogging has become particularly prominent. In order to solve the problem of urban waterlogging during urban construction, many cities have stepped up the construction of urban rainwater culvert projects.

[0003] At present, the installation method of prefabricated culverts generally adopts pre-buried multiple lifting points on the culvert, and the workers on site use hooks to hang the culvert on the hook of the gantry crane for installation. This installation method requires workers to frequently climb up / down the culvert to perform the hooking operation. Utility Model Content

[0004] In order to achieve these purposes and other advantages according to the utility model, a preferred embodiment of the utility model provides a hanger structure for lifting a culvert, comprising:

[0005] There are two hanging beams, which are arranged in parallel, and the tops of the hanging beams are provided with hanging ears;

[0006] A tie beam is vertically connected between the two suspension beams, and there are two tie beams, which are arranged in parallel;

[0007] There are four suspension rods distributed in a rectangular shape. The four suspension rods are respectively vertically connected to the suspension beams, and two suspension rods are correspondingly arranged for one suspension beam. The lower ends of the suspension rods extend into the installation holes of the prefabricated culvert.

[0008] According to a preferred embodiment of the utility model, the four suspension rods are respectively close to four intersections of the suspension beam and the tie beam, and two suspension rod holes are provided on the suspension beam for the suspension rods to pass through and be fixed.

[0009] According to a preferred embodiment of the present utility model, the suspension beam is formed by splicing a plurality of suspension beam segments, and the length of the suspension beam is adjusted by adjusting the number of suspension beam segments.

[0010] According to a preferred embodiment of the utility model, the suspension beam segment is a square columnar structure. For any two adjacent suspension beam segments, one suspension beam segment can be inserted into the other suspension beam segment, and the overlapping parts of the two suspension beam segments are respectively and horizontally provided with mounting holes, and bolts are inserted into the mounting holes to realize the connection between the two adjacent suspension beam segments.

[0011] According to a preferred embodiment of the present invention, the width of the suspension beam is greater than that of the tie beam.

[0012] According to a preferred embodiment of the utility model, the hanger rod hole is a threaded hole, and the hanger rod surface is provided with threads, and the hanger rod can be screwed into the threaded hole to achieve a fixed connection between the hanger rod and the suspension beam.

[0013] According to a preferred embodiment of the present invention, the tie beam and the suspension beam are connected by welding, and the suspension rod and the suspension beam are connected by welding.

[0014] According to a preferred embodiment of the utility model, the bottom end surface of the suspension rod is provided with threads, and a nut structure can be detachably installed.

[0015] The utility model at least includes the following beneficial effects: the hanger structure of the utility model is suitable for installation in various types of culverts and is easy to operate; no professional training is required, the operability is good, and the staff does not need to climb up / down to operate the hook, which is safer, and the use cost is low, and the hanger can be reused.

[0016] Other advantages, objectives and features of the present invention will be embodied in part through the following description, and in part will be understood by those skilled in the art through research and practice of the present invention. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] Figure 1 It is a three-dimensional structural schematic diagram of a hanger structure used for lifting a culvert in the utility model.

[0018] Figure 2 It is a plan view of a hanger structure used for lifting a culvert in the utility model.

[0019] Figure 3 It is a structural schematic diagram of the suspension rod in the utility model. DETAILED DESCRIPTION

[0020] The present invention will be further described in detail below in conjunction with the accompanying drawings so that those skilled in the art can implement the invention with reference to the description.

[0021] The following description is used to disclose the utility model so that those skilled in the art can implement the utility model. The preferred embodiments described below are only examples, and those skilled in the art can think of other obvious variations. The basic principles of the utility model defined in the following description can be applied to other embodiments, variations, improvements, equivalents, and other technical solutions that do not deviate from the spirit and scope of the utility model.

[0022] Those skilled in the art should understand that, in the disclosure of the present invention, the terms "longitudinal", "lateral", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inside", "outside", etc., indicating the orientation or position relationship are based on the orientation or position relationship shown in the drawings, which are only for the convenience of describing the present invention and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation. Therefore, the above terms should not be understood as limiting the present invention.

[0023] It is to be understood that the term "one" should be understood as "at least one" or "one or more", that is, in one embodiment, the number of an element may be one, while in another embodiment, the number of the element may be multiple, and the term "one" should not be understood as a limitation on the quantity.

[0024] like Figure 1-3 As shown, a preferred embodiment of the utility model provides a hanger structure for lifting a culvert, comprising:

[0025] There are two hanging beams 1, which are arranged in parallel. The top of the hanging beam 1 is provided with a lifting lug 2 for easy lifting;

[0026] A tie beam 3, which is vertically connected between the two suspension beams 1, and there are two tie beams 3, which are arranged in parallel;

[0027] There are four suspension rods 4 distributed in a rectangular shape. The four suspension rods 4 are respectively vertically connected to the suspension beams 1, and two suspension rods 4 are correspondingly arranged for one suspension beam 1. The lower ends of the suspension rods extend into the installation holes of the prefabricated culvert.

[0028] In the above technical solution, the hanger structure is prefabricated and assembled in the factory in advance, and is hoisted by a gantry crane bracket during on-site installation and installed at the preset ditch position. Workers do not need to climb up / down to perform hook operations during the construction process, and only need to connect the hanger rod and the prefabricated culvert during the prefabrication process. The use cost is low and the hanger can be reused.

[0029] According to a preferred embodiment of the utility model, the four suspension rods 4 are respectively close to the four intersections of the suspension beam 1 and the tie beam 3, and two suspension rod holes 1-1 are provided on the suspension beam 1 for the suspension rod 4 to pass through and be fixed. The suspension rod 4, the suspension beam 1 and the tie beam 3 form a complete structure, and the suspension rod 4 is directly inserted into the suspension rod hole of the suspension beam 1, which is convenient for installation.

[0030] According to a preferred embodiment of the utility model, the suspension beam 3 is formed by splicing multiple suspension beam segments 4-1. The length of the suspension beam can be adjusted by adjusting the number of suspension beam segments. In this way, the length of the suspension beam can be adjusted according to actual conditions to adapt to different situations.

[0031] According to a preferred embodiment of the utility model, a specific structure of a suspension rod with adjustable length is disclosed, wherein the suspension beam segment 4-1 is a square columnar structure, and for any two adjacent suspension beam segments 4-1, one suspension beam segment 4-1 can be inserted into the other suspension beam segment, and the overlapping parts of the two suspension beam segments are respectively and horizontally provided with mounting holes, and the bolts 4-2 are inserted into the mounting holes to realize the connection between the two adjacent suspension beam segments.

[0032] During actual adjustment, the length of the hanging beam can be adjusted by simply adjusting the number of hanging beam segments. The length of the hanging beam is generally adjusted according to the length of the culvert, and bolts only need to be inserted into the mounting holes of the two hanging beam segments, which makes installation and disassembly easy.

[0033] According to a preferred embodiment of the present invention, the width of the hanging beam is greater than that of the tie beam, because the hanging beam serves as the main supporting force of the entire hanger.

[0034] According to a preferred embodiment of the utility model, the hanger rod hole is a threaded hole, and the hanger rod surface is provided with threads. The hanger rod can be screwed into the threaded hole to achieve a fixed connection between the hanger rod and the hanger beam. The hanger rod and the hanger beam can be quickly and firmly connected by threaded connection.

[0035] According to a preferred embodiment of the utility model, the tie beam and the suspension beam are welded together, and the suspension rod and the suspension beam are welded together, and the welded connection is firm and stable.

[0036] According to a preferred embodiment of the utility model, the bottom end surface of the hanger is provided with a thread, and a nut structure can be detachably installed. During installation, it is only necessary to insert the hanger into the installation hole of the prefabricated underground channel, and then install the nut structure at the bottom of the hanger, so as to realize the detachable connection between the hanger and the prefabricated underground channel.

[0037] Although the implementation scheme of the utility model has been disclosed as above, it is not limited to the applications listed in the specification and implementation modes. It can be fully applied to various fields suitable for the utility model. For those familiar with the art, additional modifications can be easily implemented. Therefore, without departing from the general concept defined by the claims and the scope of equivalents, the utility model is not limited to the specific details and the illustrations shown and described herein.

Claims

1. A hanger structure for lifting a culvert, characterized in that: include: There are two hanging beams, which are arranged in parallel, and the tops of the hanging beams are provided with hanging ears; A tie beam is vertically connected between the two suspension beams, and there are two tie beams, which are arranged in parallel; There are four suspension rods distributed in a rectangular shape. The four suspension rods are respectively vertically connected to the suspension beams, and two suspension rods are correspondingly arranged for one suspension beam. The lower ends of the suspension rods extend into the installation holes of the prefabricated culvert.

2. The hanger structure for lifting a culvert according to claim 1, characterized in that: The four suspension rods are respectively close to four intersections of the suspension beam and the tie beam, and two suspension rod holes are arranged on the suspension beam for the suspension rods to pass through and be fixed.

3. The hanger structure for lifting a culvert according to claim 1, characterized in that: The suspension beam is formed by splicing a plurality of suspension beam segments, and the length of the suspension beam can be adjusted by adjusting the number of the suspension beam segments.

4. The hanger structure for lifting a culvert according to claim 3, characterized in that: The suspension beam segment is a square columnar structure. For any two adjacent suspension beam segments, one suspension beam segment can be inserted into the other suspension beam segment, and the overlapping parts of the two suspension beam segments are respectively provided with installation holes in the horizontal direction. Bolts are inserted into the installation holes to realize the connection between the two adjacent suspension beam segments.

5. The hanger structure for lifting a culvert according to claim 1, characterized in that: The width of the hanging beam is greater than that of the tie beam.

6. The hanger structure for lifting a culvert according to claim 2, characterized in that: The hanger rod hole is a threaded hole, and a thread is arranged on the surface of the hanger rod. The hanger rod can be screwed into the threaded hole to achieve a fixed connection between the hanger rod and the suspension beam.

7. The hanger structure for lifting a culvert according to claim 2, characterized in that: The tie beam and the hanging beam are welded together, and the hanger rod and the hanging beam are welded together.

8. The hanger structure for lifting a culvert according to claim 2, characterized in that: The bottom end surface of the suspension rod is provided with a thread, and a nut structure can be detachably installed.

Images