Concrete pipe with pre-embedded lifting holes

Abstract

The utility model discloses a concrete pipe with preburied hoisting hole relates to concrete pipeline technical field, the utility model discloses a pipe body and two pipe supports, and the pipe support is the square structure that has half cylinder groove in the upper end face, and the half cylinder groove of pipe support upper end is through the both ends end face of pipe support, and the pipe body sleeve is connected in the half cylinder groove of two pipe supports upper end, and the both sides upper end face both ends of pipe support are fixedly installed with hoisting lug respectively, and the lateral surface of hoisting lug is through and is set up hoisting hole. The utility model discloses two pipe supports are set up on the lower end outside of pipe body, when embedding pipe body, make the plane of pipe support lower end place on the ground, thereby make pipeline not occur transverse roll, through the upper end face both ends of pipe support both sides fixedly installed hoisting lug, before placing pipe body in pipeline base, first pass through the hoisting hole in each hoisting lug, then by crane, hoist the lifting rope, hoist the pipe support and send to the pipeline base, thereby shift pipe body to the pipeline base.

Description

Technical Field

[0001] This utility model belongs to the field of concrete pipe technology, and in particular relates to a concrete pipe with a pre-embedded hoisting hole. Background Technology

[0002] In the construction and laying of concrete pipes, the hoisting and positioning of the pipes are critical aspects affecting project efficiency and safety. Traditional concrete pipes typically lack dedicated hoisting points, requiring ropes to be wrapped around the pipe or external clamps for fixation during hoisting. This method is not only cumbersome and time-consuming, but also prone to localized damage to the pipe ends due to stress concentration. During hoisting, the pipes are prone to rolling or slipping, posing safety hazards. Furthermore, the lack of standardized hoisting interfaces means that hoisting tools are not interchangeable, and repeated hoisting operations may cause wear on the pipe surface, affecting its service life and sealing performance. Fine-tuning after the pipes are in place often lacks effective auxiliary structures, making it difficult to achieve precise alignment.

[0003] To address these issues, we provide a concrete pipe with pre-embedded lifting holes. Utility Model Content

[0004] The purpose of this utility model is to provide a concrete pipe with pre-embedded lifting holes. By fitting two pipe supports on the outer side of the lower end of the pipe body, the lower plane of the pipe supports is placed on the ground when the pipe body is buried, so that the pipe does not roll horizontally. By fixing and installing lifting ears on both ends of the upper surface of the pipe supports, before placing the pipe body into the pipe base, the lifting rope is first passed through the lifting holes on each lifting ear, and then the crane lifts the lifting rope, raises the pipe support and sends it into the pipe base, thereby transferring the pipe body into the pipe base.

[0005] To solve the above-mentioned technical problems, this utility model is achieved through the following technical solution: This utility model is a concrete pipe with pre-embedded lifting holes, including a pipe body and two pipe supports. The pipe supports are square structures with semi-cylindrical grooves on the upper end face. The semi-cylindrical grooves at the upper end of the pipe supports penetrate through both end faces of the pipe supports. The pipe body is sleeved in the upper semi-cylindrical grooves of the two pipe supports. Lifting ears are fixedly installed at both ends of the upper end face on both sides of the pipe supports, and lifting holes are opened through the sides of the lifting ears.

[0006] A further feature of this invention is that steel strips are fixedly installed at both ends of the inner side of the pipe support. The steel strips have a semi-circular arc structure and are fixedly attached to the inner wall of the semi-cylindrical groove of the pipe support. The two ends of the steel strips are fixedly connected to the lifting lugs on both sides.

[0007] A further feature of this invention is that a set of spring channels are vertically opened on the lower end face of the tube support, a buffer rod is slidably sleeved in the spring channels, and a buffer spring is sleeved in the spring channels. The two ends of the buffer spring are respectively fixedly connected to the inner top surface of the spring channels and the upper end face of the buffer rod.

[0008] A further feature of this invention is that a contact plate is provided below the tube support, and the lower end face of each buffer rod is fixedly connected to the upper end face of the contact plate below.

[0009] A further feature of this invention is that two side sliding flanges are axially arrayed and fixed on both sides of the outer wall of the pipe body, and side sliding grooves are respectively opened on both sides of the inner wall of the pipe support. The two side sliding flanges are horizontally slidably sleeved in the side sliding grooves on both sides of the inner wall of the two pipe supports.

[0010] A further feature of this invention is that a set of hemispherical grooves are provided at the lower end of the side sliding flange, and receiving balls are rolled and installed in the hemispherical grooves on the lower end face of the side sliding flange. A ball groove is provided on the bottom surface of the side sliding groove, and the length direction of the ball groove is parallel to the length direction of the tube body. The receiving balls are nested in the ball groove.

[0011] A further feature of this invention is that two ball bearing platforms are axially arrayed and fixed on the lower outer end face of the tube body. A set of hemispherical grooves is opened on the lower end face of the ball bearing platforms. Receiving balls are rolled in the hemispherical grooves on the lower end face of the ball bearing platforms. A transverse sliding groove is opened on the lower end of the inner wall of the tube support. The length direction of the transverse sliding groove is parallel to the length direction of the tube support. The receiving balls on the lower end face of the ball bearing platforms are pressed in the transverse sliding groove.

[0012] This utility model has the following beneficial effects: 1. This utility model uses two pipe supports fitted on the outer side of the lower end of the pipe body. When the pipe body is buried, the plane of the lower end of the pipe support is placed on the ground, so that the pipe does not roll horizontally.

[0013] 2. This utility model involves fixing and installing lifting ears at both ends of the upper surface on both sides of the pipe support. Before placing the pipe body into the pipe base, the lifting rope is first passed through the lifting holes on each lifting ear, and then the crane lifts the lifting rope to raise the pipe support and send it into the pipe base, thereby transferring the pipe body into the pipe base. Attached Figure Description

[0014] To more clearly illustrate the technical solutions of the embodiments of this utility model, the accompanying drawings used in the description of the embodiments will be briefly introduced below. Obviously, the drawings described below are only some embodiments of this utility model. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0015] Figure 1 This is a schematic diagram of a concrete pipe with pre-embedded lifting holes.

[0016] Figure 2 This is a schematic diagram of the pipe support and steel strip.

[0017] Figure 3 This is a side sectional view of the pipe support.

[0018] Figure 4 This is an exploded view of the pipe body and pipe support.

[0019] Figure 5 This is a side sectional view of the pipe body and pipe support.

[0020] The attached diagram lists the components represented by each number as follows: 1-Pipe body, 101-Side sliding flange, 102-Ball receiving, 103-Ball platform, 2-Pipe support, 201-Lifting lug, 201a-Lifting hole, 202-Steel strip, 203-Spring channel, 203a-Buffer rod, 203a-1-Buffer spring, 203b-Contact floor, 204-Side sliding groove, 204a-Ball groove, 205-Horizontal sliding groove. Detailed Implementation

[0021] 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 skilled in the art without creative effort are within the protection scope of the present utility model.

[0022] Example 1 Please see Figures 1 to 3 This utility model is a concrete pipe with pre-embedded lifting holes, including a pipe body 1 and two pipe supports 2. By fitting two pipe supports 2 on the outer side of the lower end of the pipe body 1, the lower plane of the pipe support 2 is placed on the ground when the pipe body 1 is buried, so that the pipe does not roll horizontally. By fixing and installing lifting ears 201 on both sides of the upper end face of the pipe support 2, before placing the pipe body 1 into the pipe base, the lifting rope is first passed through the lifting hole 201a on each lifting ear 201, and then the lifting rope is lifted by the crane, the pipe support 2 is raised and sent into the pipe base, thereby transferring the pipe body 1 into the pipe base.

[0023] Specifically, the pipe support 2 is a block structure with a semi-cylindrical groove on the upper end face. The semi-cylindrical groove at the upper end of the pipe support 2 passes through both ends of the pipe support 2. The pipe body 1 is sleeved in the upper semi-cylindrical groove of the two pipe supports 2. Lifting ears 201 are fixedly installed at both ends of the upper end face on both sides of the pipe support 2. Lifting ears 201 have lifting holes 201a through the side.

[0024] Furthermore, steel strips 202 are fixedly installed at both ends of the inner side of the pipe support 2. The steel strips 202 have a semi-circular arc structure and are fixedly attached to the inner wall of the semi-cylindrical groove of the pipe support 2. The two ends of the steel strips 202 are fixedly connected to the lifting lugs 201 on both sides. The steel strips 202 are used to support the weight of the pipe body 1 and prevent the pipe support 2 from being over-stressed during the lifting of the pipe body 1, which would cause the pipe support 2 to break.

[0025] Furthermore, a set of spring channels 203 is vertically opened on the lower end face of the tube support 2. A buffer rod 203a is slidably sleeved in the spring channel 203. A buffer spring 203a-1 is sleeved in the spring channel 203. The two ends of the buffer spring 203a-1 are respectively fixedly connected to the inner top surface of the spring channel 203 and the upper end face of the buffer rod 203a.

[0026] Furthermore, a contact plate 203b is provided below the pipe support 2. The lower end face of each buffer rod 203a is fixedly connected to the upper end face of the contact plate 203b below. When the pipe support 2 is placed on the pipe base, the contact plate 203b contacts the ground first. The weight of the pipe body 1 and the pipe support 2 causes the buffer rod 203a to compress the buffer spring 203a-1, thereby allowing the buffer spring 203a-1 to absorb the downward impact force of the pipe body 1 and the pipe support 2, preventing the pipe body 1 from breaking due to excessive impact.

[0027] The operation process in this embodiment is as follows: The hoisting rope is passed through the hoisting holes 201a on each hoisting lug 201, and the two pipe supports 2 are lifted by the crane and transferred to the pipe base. When the pipe supports 2 are placed on the pipe base, the contact floor 203b contacts the ground first. The weight of the pipe body 1 and the pipe support 2 causes the buffer rod 203a to compress the buffer spring 203a-1, thereby absorbing the downward impact force of the pipe body 1 and the pipe support 2, preventing the pipe body 1 from breaking due to excessive impact.

[0028] Example 2 Please see Figures 1 to 5 Based on embodiment 1, two side sliding flanges 101 are axially arrayed and fixed on both sides of the outer wall of the pipe body 1, and side sliding grooves 204 are respectively opened on both sides of the inner wall of the pipe support 2. By horizontally sliding the side sliding flanges 101 on both sides into the side sliding grooves 204 on both sides of the inner wall of the two pipe supports 2, the pipe support 2 is placed on the pipe base, and the pipe body 1 is pushed to move, so that one end of the pipe body 1 is connected to one end of another pipe body 1 on the pipe base, so that the two pipe bodies 1 are connected to each other.

[0029] Specifically, the two side sliding flanges 101 are horizontally slidably sleeved in the side sliding grooves 204 on both sides of the inner wall of the two pipe supports 2.

[0030] Furthermore, a set of hemispherical grooves is provided at the lower end of the side sliding flange 101. A receiving ball 102 is rolled in the hemispherical grooves on the lower end face of the side sliding flange 101. A ball groove 204a is provided on the bottom surface of the side sliding groove 204. The length direction of the ball groove 204a is parallel to the length direction of the pipe body 1. The receiving ball 102 is nested in the ball groove 204a. The side sliding flange 101 is sleeved in the side sliding groove 204 to prevent the pipe body 1 from rolling and rotating in the pipe support 2.

[0031] Furthermore, two ball bearing platforms 103 are axially arrayed and fixed on the lower outer end face of the tube body 1. A set of hemispherical grooves is opened on the lower end face of the ball bearing platform 103. The receiving ball bearing 102 is rolled in the hemispherical groove on the lower end face of the ball bearing platform 103. A transverse sliding groove 205 is opened on the lower end of the inner wall of the tube support 2. The length direction of the transverse sliding groove 205 is parallel to the length direction of the tube support 2. The receiving ball bearing 102 on the lower end face of the ball bearing platform 103 is pressed in the transverse sliding groove 205.

[0032] The operation process in this embodiment is as follows: After placing the two pipe supports 2 on the pipe base, push the pipe body 1 to move axially, so that the pipe body 1 connects with one end of another pipe body 1 on the pipe base; when pushing the pipe body 1 to move, the balls at the lower end of the side sliding flange 101 and the lower end of the ball bearing platform 103 roll, reducing the friction when the pipe body 1 moves, making the movement of the pipe body 1 more effortless.

[0033] In the description of this specification, references to terms such as "an embodiment," "example," "specific example," etc., indicate that a specific feature, structure, material, or characteristic described in connection with that embodiment or example is included in at least one embodiment or example of the present invention. In this specification, the illustrative expressions of the above terms do not necessarily refer to the same embodiment or example. Furthermore, the specific features, structures, materials, or characteristics described may be combined in any suitable manner in one or more embodiments or examples.

Claims

1. A concrete pipe with pre-embedded lifting holes, comprising a pipe body (1) and two pipe supports (2), characterized in that: The tube support (2) is a block structure with a semi-cylindrical groove on the upper end face. The semi-cylindrical groove at the upper end of the tube support (2) penetrates both ends of the tube support (2). The tube body (1) is sleeved in the upper semi-cylindrical groove of the two tube supports (2). Lifting ears (201) are fixedly installed at both ends of the upper end face of the two sides of the tube support (2). Lifting holes (201a) are opened through the side of the lifting ears (201).

2. A concrete pipe with pre-embedded lifting holes according to claim 1, characterized in that: Steel strips (202) are fixedly installed at both ends of the inner side of the pipe support (2). The steel strips (202) are semi-circular arc structures. The steel strips (202) are fixedly attached to the inner wall of the semi-cylindrical groove of the pipe support (2). The two ends of the steel strips (202) are fixedly connected to the lifting ears (201) on both sides.

3. A concrete pipe with pre-embedded lifting holes according to claim 2, characterized in that: A set of spring channels (203) is vertically opened on the lower end face of the tube support (2). A buffer rod (203a) is slidably sleeved in the spring channel (203). A buffer spring (203a-1) is sleeved in the spring channel (203). The two ends of the buffer spring (203a-1) are respectively fixedly connected to the inner top surface of the spring channel (203) and the upper end face of the buffer rod (203a).

4. A concrete pipe with pre-embedded lifting holes according to claim 3, characterized in that: A contact plate (203b) is provided below the tube support (2), and the lower end face of each of the buffer rods (203a) is fixedly connected to the upper end face of the contact plate (203b) below.

5. A concrete pipe with pre-embedded lifting holes according to claim 1, characterized in that: Two side sliding flanges (101) are fixedly arranged axially on both sides of the outer wall of the tube body (1). Side sliding grooves (204) are opened on both sides of the inner wall of the tube support (2). The side sliding flanges (101) on both sides are horizontally slidably sleeved in the side sliding grooves (204) on both sides of the inner wall of the two tube supports (2).

6. A concrete pipe with a pre-embedded hoisting hole according to claim 5, characterized in that: The lower end of the side sliding flange (101) is provided with a set of hemispherical grooves. A receiving ball (102) is rolled in the hemispherical grooves on the lower end face of the side sliding flange (101). A ball groove (204a) is provided on the bottom surface of the side sliding groove (204). The length direction of the ball groove (204a) is parallel to the length direction of the tube body (1). The receiving ball (102) is nested in the ball groove (204a).

7. A concrete pipe with pre-embedded lifting holes according to claim 6, characterized in that: Two ball bearing platforms (103) are axially arrayed and fixed on the lower outer end face of the tube body (1). A set of hemispherical grooves are opened on the lower end face of the ball bearing platform (103). A receiving ball (102) is rolled in the hemispherical groove on the lower end face of the ball bearing platform (103). A transverse sliding groove (205) is opened at the lower end of the inner wall of the tube support (2). The length direction of the transverse sliding groove (205) is parallel to the length direction of the tube support (2). The receiving ball (102) on the lower end face of the ball bearing platform (103) is pressed in the transverse sliding groove (205).

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