Immersed tube and vibroflotation equipment

By combining vibratory compactors with pipe-sinking equipment, the processes of casing lifting, filling, and vibratory compaction are integrated, solving the problem of complex procedures in vibratory compaction of stone piles and improving construction efficiency and quality.

CN223813740UActive Publication Date: 2026-01-20CHINA CONSTR EIGHT ENG DIV CORP LTD
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Patent Information

Application Number
CN202520029552.9
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-01-07
Publication Date
2026-01-20
Estimated Expiration
2035-01-07

AI Technical Summary

Technical Problem

The construction process of vibratory compaction stone piles is complex and cumbersome, making it difficult to guarantee the construction quality.

Method used

By combining the vibratory compactor with the immersed tube equipment, the processes of casing lifting, filling and vibratory compaction are integrated. The flange connection and stiffening plate design enable the synchronous operation of the immersed tube casing and the vibratory compactor.

Benefits of technology

It improved the efficiency of mechanical construction, ensured the quality of pile construction, and simplified the construction process.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model discloses an immersed tube and vibroflotation device which comprises a vibroflotation device body and an immersed tube device, and the vibroflotation device body comprises a vibroflotation head and a vibroflotation connecting rod connected to the vibroflotation head. The vibroflotation device comprises a vibroflotation device body and a vibroflotation connecting rod, the vibroflotation device body is connected with the vibroflotation device body through a flange, the vibroflotation device body is connected with the vibroflotation device body through a flange, the vibroflotation device body is connected with the vibroflotation device body through a flange, the vibroflotation device body is connected with the vibroflotation device body through a flange, and padding can be conveyed to the end of a pile through the feeding port. Through combination of pipe sinking equipment and the vibroflot body, feeding and other work in the construction process can be effectively completed, the pipe sinking protective cylinder can move up and down along with the vibroflot body, the situation that due to the process requirement, the vibroflot body and the pipe sinking protective cylinder cannot be synchronously operated, the mechanical efficiency is reduced is avoided, the mechanical construction efficiency is overall improved, and the construction quality is guaranteed; and a certain popularization value is achieved.
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Description

TECHNICAL FIELD

[0001] The utility model relates to the technical field of vibroflotation, especially to a sinking pipe and vibroflotation equipment. BACKGROUND

[0002] In the construction of vibroflotation stone column, the pile casing guide hole needs to be advanced, and the pile casing, filling and vibroflotation processes need to be lifted during the construction process, which needs to be reciprocally switched for construction, and the construction process is complex and cumbersome, and it is difficult to guarantee the construction quality. UTILITY MODEL CONTENTS

[0003] The utility model aims at overcoming the defects of the prior art, integrating the pile casing lifting, filling and vibroflotation processes through the combination of the sinking pipe and the vibroflotation device, improving the overall mechanical construction efficiency and ensuring the pile construction quality.

[0004] To achieve the above technical effects, the utility model provides a sinking pipe and vibroflotation equipment, which comprises:

[0005] The vibroflotation device body comprises a vibroflotation head and a vibroflotation connecting rod connected to the vibroflotation head.

[0006] The sinking pipe equipment comprises a sinking pipe casing which is sleeved and fixedly installed on the outer side of the vibroflotation connecting rod, and the sinking pipe casing is provided with a feeding port on the side away from the vibroflotation head.

[0007] Preferably, a plurality of limiting baffle plates are fixedly installed on the end of the vibroflotation connecting rod away from the vibroflotation head along the outer circumferential side of the vibroflotation connecting rod, and a vibroflange plate is vertically fixedly installed on the end of the vibroflotation connecting rod away from the vibroflotation head, and the sinking pipe casing is located between the limiting baffle plate and the vibroflange plate.

[0008] Preferably, a sinking flange plate is vertically fixedly installed on the end of the sinking pipe casing away from the vibroflotation head, and the sinking flange plate is located below the vibroflange plate.

[0009] Preferably, a rubber gasket is arranged between the vibroflange plate and the sinking flange plate, a bolt is arranged on the vibroflange plate, and the bolt sequentially penetrates the vibroflange plate, the rubber gasket and the sinking flange plate and is used for fixedly connecting the vibroflange plate and the sinking flange plate.

[0010] Preferably, a plurality of stiffening plates are uniformly fixedly connected between the bottom of the sinking flange plate and the sinking pipe casing.

[0011] Due to the above technical scheme, the utility model has the following technical effects:

[0012] The vibrator body is connected with the pipe-laying device through a flange, the pipe-laying casing is provided with a feeding port at the upper portion, and the filler can be fed to the pile end through the feeding port, and the pipe-laying casing can move up and down with the vibrator body, so that the mechanical efficiency is not reduced due to the process requirement and the vibrator body and the pipe-laying casing cannot be synchronized, and the mechanical construction efficiency is improved and the construction quality is ensured. BRIEF DESCRIPTION OF DRAWINGS

[0013] In order to more clearly illustrate the technical solutions in the embodiments of the present application, the drawings needed in the embodiment description will be briefly introduced. Obviously, the drawings in the following description are only some embodiments of the present application, and other drawings can be obtained by those skilled in the art without creative labor.

[0014] Fig. 1 It is a perspective view of the pipe-laying and vibrator device in the embodiments of the present application.

[0015] Fig. 2 It is a structural schematic view of the pipe-laying device in the embodiments of the present application.

[0016] Fig. 3 It is a structural schematic view of the vibrator in the embodiments of the present application.

[0017] The correspondence between the labels in the drawings is as follows:

[0018] 11-vibrator head; 12-limiting baffle; 13-vibrator connecting rod; 14-vibrator flange plate;

[0019] 21-pipe-laying casing; 22-feeding port; 23-stiffening plate; 24-rubber gasket; 25-bolt; 26-pipe-laying flange plate. DETAILED DESCRIPTION

[0020] The technical solutions in the embodiments of the present application will be described clearly and completely in combination with the drawings in the embodiments of the present application. Obviously, the described embodiments are only some embodiments of the present application, but not all the embodiments. Based on the embodiments in the present application, all other embodiments obtained by those skilled in the art without creative labor are within the scope of protection of the present application.

[0021] Please refer to Figs. 1 to 3As shown in the utility model embodiment, the utility model provides a kind of sinking pipe and jolt ramming equipment, including jolt rammer body and sinking pipe equipment, wherein, jolt rammer body includes jolt ramming head 11 and the jolt ramming connecting rod 13 connected to jolt ramming head 11;Sinking pipe equipment includes the sinking pipe casing 21 of being set and fixedly installed on the outside of jolt ramming connecting rod 13, and the side of sinking pipe casing 21 opposite to jolt ramming head 11 is equipped with feed inlet 22.

[0022] Further, the end of jolt ramming connecting rod 13 opposite to jolt ramming head 11 is fixedly installed with a plurality of limiting baffle plates 12 along the outer circumferential side of jolt ramming connecting rod 13, and the end opposite to jolt ramming head 11 is vertically fixedly installed with jolt ramming flange plate 14, and sinking pipe casing 21 is located between limiting baffle plate 12 and jolt ramming flange plate 14.It needs to be explained that, in the embodiment, feed inlet 22 is arranged in V shape, to ensure that gravel and other materials can smoothly enter, the length of sinking pipe casing is slightly smaller than the length of jolt ramming connecting rod 13, to ensure that gravel and other materials can flow out through the gap between jolt ramming head 11 and sinking pipe casing 21, and through the arrangement of limiting baffle plate 14, it can be ensured that jolt rammer body is located in the central position when jolt ramming head 11 is normally operated, to avoid deviation and ensure that gravel and other materials can normally flow out.

[0023] Please refer to Fig. 2 and Fig. 3 As shown in the utility model embodiment, the end of sinking pipe casing 21 opposite to jolt ramming head 11 is vertically fixedly installed with sinking pipe flange plate 26, and sinking pipe flange plate 26 is located below jolt ramming flange plate 14.More preferably, rubber gasket 24 is arranged between jolt ramming flange plate 14 and sinking pipe flange plate 26, bolt 25 is arranged on jolt ramming flange plate 14, and bolt 25 sequentially penetrates jolt ramming flange plate 14, rubber gasket 24 and sinking pipe flange plate 26 and is used for fixedly connecting jolt ramming flange plate 14 and sinking pipe flange plate 26.

[0024] Further, in the embodiment, a plurality of stiffening plates 23 are uniformly fixedly connected between the bottom of sinking pipe flange plate 26 and sinking pipe casing 21, and sinking pipe flange plate 26 and sinking pipe casing 21 are connected by welding, and stiffening plate 23 is arranged at the connecting position, to avoid cracking or deformation and the like.

[0025] The use principle of the utility model embodiment sinking pipe and jolt ramming equipment includes:

[0026] After sinking pipe and jolt ramming equipment extends to pile bottom elevation, sinking pipe and jolt ramming equipment is started to operate.Material hopper adds material to sinking pipe feed inlet, gravel and other materials can be transported to the vicinity of jolt ramming head through the vibration of jolt rammer body, and gravel and other materials are compacted through jolt rammer, and after compaction, sinking pipe equipment can be lifted with jolt rammer at the same time, reciprocating operation is completed, and corresponding construction process is completed.

[0027] The parts not involved in the utility model are the same as the prior art or can be realized by using the prior art. Although the embodiments of the utility model have been shown and described, it can be understood by those skilled in the art that various changes, modifications, replacements and variations can be made to the embodiments without departing from the principles and spirits of the utility model, and the scope of the utility model is defined by the appended claims and their equivalents.

Claims

1. A pipe sinking and jolting apparatus, characterized by, The utility model relates to a vibrating hammer and sinking pipe device, comprising: a vibrating hammer body comprising a vibrating head and a vibrating connecting rod connected to the vibrating head; a sinking pipe device comprising a sinking pipe casing sleeve set and fixedly installed outside the vibrating connecting rod, the sinking pipe casing being provided with a feeding port on the side opposite to the vibrating head.

2. The pipe and jetting apparatus of claim 1, wherein: A plurality of limiting baffle plates are fixedly installed on the end of the vibrating connecting rod opposite to the vibrating head along the outer circumferential side of the vibrating connecting rod, a vibrating flange plate is vertically fixedly installed on the end of the vibrating connecting rod opposite to the vibrating head, and the sinking pipe casing is located between the limiting baffle plates and the vibrating flange plate.

3. The pipe and jetting apparatus of claim 2, wherein: A sinking pipe flange plate is vertically fixedly installed on the end of the sinking pipe casing opposite to the vibrating head, and the sinking pipe flange plate is located below the vibrating flange plate.

4. The pipe and jetting apparatus of claim 3, wherein: A rubber gasket is arranged between the vibrating flange plate and the sinking pipe flange plate, bolts are arranged on the vibrating flange plate, the bolts pass through the vibrating flange plate, the rubber gasket and the sinking pipe flange plate in sequence and are used for fixedly connecting the vibrating flange plate and the sinking pipe flange plate.

5. The pipe and jetting apparatus of claim 3, wherein: A plurality of stiffening plates are uniformly fixedly connected between the bottom of the sinking pipe flange plate and the sinking pipe casing.