Intelligent self-propelled large-diameter pile bottom slag removal treatment device

文档序号:185777 发布日期:2021-11-02 浏览:35次 中文

阅读说明:本技术 一种智能自行式大直径桩底清渣处理装置 (Intelligent self-propelled large-diameter pile bottom slag removal treatment device ) 是由 杨明东 董俊卫 姚远 徐伟 李丰 于 2021-09-07 设计创作,主要内容包括:本发明提供了一种智能自行式大直径桩底清渣处理装置,与底盘固定连接,用于水下混凝土浇筑及气举反循环清孔反渣,包括:导管,所述导管整体呈中空柱状设置,所述导管内部设有一气管以及一反渣管的一端,所述导管的外侧壁设有一泥浆回流管的一端,所述底盘固定连接有一泥浆净化处理装置,所述泥浆净化装置连接有一反渣管以及一泥浆回流管的另一端,所述气管的另一端连接有一空压机,空压机与底盘固定连接。通过导管内的气管以及反渣管配合底部喇叭状开口提高反渣效率,同时通过反渣管与泥浆回流管与泥浆净化处理设备配合实现泥砂分离,实现绿色施工,提高水下混凝土浇筑工艺的施工质量。(The invention provides an intelligent self-propelled large-diameter pile bottom slag removal processing device which is fixedly connected with a chassis and used for underwater concrete pouring and gas lift reverse circulation hole cleaning and slag removal, and comprises: the pipe, the whole cavity column setting that is of pipe, the inside one end that is equipped with a trachea and a slag return pipe of pipe, the lateral wall of pipe is equipped with the one end of a mud back flow pipe, a chassis fixedly connected with mud purification unit, mud purification unit is connected with the other end of a slag return pipe and a mud return pipe, tracheal other end is connected with an air compressor machine, air compressor machine and chassis fixed connection. The pipe and the anti-sediment pipe in the guide pipe cooperate with the horn-shaped opening at the bottom to improve the anti-sediment efficiency, and simultaneously, the mud-sand separation is realized through the cooperation of the anti-sediment pipe and the mud return pipe and the mud purification treatment equipment, so that the green construction is realized, and the construction quality of the underwater concrete pouring process is improved.)

1. The utility model provides an intelligence self-propelled major diameter pile end scarfing cinder processing apparatus, with chassis fixed connection for the anti sediment of clear hole of underwater concrete placement and gas lift reverse circulation, its characterized in that includes: the pipe, the whole cavity column setting that is of pipe, the inside one end that is equipped with a trachea and a slag return pipe of pipe, the lateral wall of pipe is equipped with the one end of a mud back flow pipe, a chassis fixedly connected with mud purification unit, mud purification unit is connected with the other end of a slag return pipe and a mud return pipe, tracheal other end is connected with an air compressor machine, air compressor machine and chassis fixed connection.

2. The intelligent self-propelled large-diameter pile bottom slag removal processing device according to claim 1, wherein one end of the conduit is connected with a three-way tap, and the other end of the conduit is provided with a trumpet-shaped feed port, and the trumpet-shaped feed port extends into the hole.

3. The intelligent self-propelled large-diameter pile bottom slag removal processing device according to claim 1, wherein a sensor is fixedly connected to the outer side wall of the guide pipe.

4. The intelligent self-propelled large-diameter pile bottom slag removal processing device according to claim 1, wherein a self-propelled crawler belt is fixedly connected to the bottom of the chassis.

Technical Field

The invention particularly relates to a treatment device, in particular to an intelligent self-propelled large-diameter pile bottom slag removal treatment device.

Background

In the existing pile body underwater concrete pouring process, the bottom slag-reflecting effect is poor, mud-sand separation cannot be realized, and green construction cannot be realized, so that the construction quality of the concrete underwater pouring process is poor, and the slag-reflecting effect is poor.

Disclosure of Invention

The invention aims to provide an intelligent self-propelled large-diameter pile bottom slag removal treatment device which can effectively solve the technical problems.

In order to achieve the purpose of the invention, the following technical scheme is adopted: the utility model provides an intelligence self-propelled major diameter pile end scarfing cinder processing apparatus, with chassis fixed connection for the anti sediment of clear hole of underwater concrete placement and gas lift reverse circulation, include: the pipe, the whole cavity column setting that is of pipe, the inside one end that is equipped with a trachea and a slag return pipe of pipe, the lateral wall of pipe is equipped with the one end of a mud back flow pipe, a chassis fixedly connected with mud purification unit, mud purification unit is connected with the other end of a slag return pipe and a mud return pipe, tracheal other end is connected with an air compressor machine, air compressor machine and chassis fixed connection.

Preferably, one end of the guide pipe is connected with the three-way tap, and the other end of the guide pipe is provided with a horn-shaped feed inlet which extends into the hole.

Preferably, a sensor is fixedly connected to the outer side wall of the catheter.

Preferably, the bottom of the chassis is fixedly connected with a self-propelled crawler.

Compared with the prior art, the invention has the following beneficial effects:

the pipe and the anti-sediment pipe in the guide pipe cooperate with the horn-shaped opening at the bottom to improve the anti-sediment efficiency, and simultaneously, the mud-sand separation is realized through the cooperation of the anti-sediment pipe and the mud return pipe and the mud purification treatment equipment, so that the green construction is realized, and the construction quality of the underwater concrete pouring process is improved.

Drawings

In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the drawings used in the description of the embodiments are briefly introduced below.

FIG. 1 is a schematic diagram of the overall structure of an intelligent self-propelled large-diameter pile bottom slag removal processing device in the embodiment of the invention.

Description of the figures

1. The device comprises a chassis 2, a guide pipe 3, an air pipe 4, a slag returning pipe 5, a slurry return pipe 6, a slurry purification treatment device 7, an air compressor 8, a three-way tap 9 and a self-propelled crawler belt.

Detailed Description

The technical solution of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention.

As shown in figure 1, an intelligence self-propelled major diameter pile bottom scarfing cinder processing apparatus, with chassis 1 fixed connection for pouring of underwater concrete and clear hole of gas lift reverse cycle are arranged sediment, and chassis 1 bottom fixed connection has a self-propelled track 9, and self-propelled track 9 drives chassis 1 and transports to the work place.

The clear sediment processing apparatus in intelligence self-propelled major diameter pile bottom includes: pipe 2, 2 lateral wall fixedly connected with sensors of pipe, the sensor is convenient for detect the mud position in real time, and when the mud position was less than the predetermined height, the sensor gave out the police dispatch newspaper.

One end of the guide pipe 2 is connected with a three-way tap 8, and the other end of the three-way tap is provided with a horn-shaped feed inlet which extends into the hole, so that the horn-shaped feed inlet improves the slag return efficiency.

The whole body of the guide pipe 2 is arranged in a hollow column shape, one end of an air pipe 3 and one end of a slag return pipe 4 are arranged in the guide pipe 2, one end of a slurry return pipe 5 is arranged on the outer side wall of the guide pipe 2, and a slurry purification treatment device 6 is fixedly connected to the chassis 1.

The mud purification treatment device 6 is connected with the other end of a slag returning pipe 4 and a mud return pipe 5, the slag returning pipe 4 drives mud sand to enter the mud purification treatment device 6, and the mud sand in the mud purification treatment device 6 meets the index requirement and then is conveyed into the hole through the mud return pipe 5.

The other end of trachea 3 is connected with an air compressor machine 7, and air compressor machine 7 and chassis 1 fixed connection, air compressor machine 7 drive trachea 3 motion to drive in gaseous conveying to the drill way through pipe 2, and improve anti-sediment effect through trachea 3 and the cooperation of anti-sediment pipe 4.

Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the invention.

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