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Composite Cushion Structure and Design Method of Used Tennis Balls Applicable to Shed-hole Project

A composite cushion and tennis ball technology, applied in protective equipment, construction, etc., can solve the problems of pure sand cushion with heavy load and poor impact resistance, so as to reduce resource consumption, extend time, and alleviate environmental pollution problem effect

Active Publication Date: 2020-11-24
CHENGDU UNIVERSITY OF TECHNOLOGY
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0005] Aiming at the above-mentioned deficiencies in the prior art, the invention provides a composite cushion structure of waste tennis balls suitable for shed-cave engineering and its design method, which solves the problem that the pure sandy soil cushion has a large self-weight load and poor impact resistance. question

Method used

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  • Composite Cushion Structure and Design Method of Used Tennis Balls Applicable to Shed-hole Project
  • Composite Cushion Structure and Design Method of Used Tennis Balls Applicable to Shed-hole Project
  • Composite Cushion Structure and Design Method of Used Tennis Balls Applicable to Shed-hole Project

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Embodiment Construction

[0044] Specific embodiments of the present invention are described below so that those skilled in the art can understand the present invention, but it should be clear that the present invention is not limited to the scope of specific embodiments. For those of ordinary skill in the art, as long as various changes Within the spirit and scope of the present invention defined and determined by the appended claims, these changes are obvious, and all inventions and creations using the concept of the present invention are included in the protection list.

[0045] Such as figure 1 and Figure 4 Commonly shown, a composite cushion structure of waste tennis balls suitable for shed hole engineering, including a hollow reinforced concrete slab 4, and a sandy soil cushion 3, steel plates 2 and tennis balls arranged in sequence from top to bottom in the reinforced concrete slab 4 Cushion 1, tennis cushion 1 includes hollow barbed wire and waste tennis balls, hollow barbed wire includes a n...

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Abstract

The invention discloses a waste tennis ball composite cushion layer structure suitable for a shed tunnel project and a design method thereof. According to the waste tennis ball composite cushion layerstructure suitable for the shed tunnel project, by using a waste tennis ball, a buffering cushion layer is constructed so that the material can sufficiently develop a buffering and energy consuming effect under the impact effect to effectively reduce the impact force, and therefore, the safety of a shed tunnel structure under the action of boulder dash load is guaranteed; and compared with a traditional sand cushion layer, the waste tennis ball composite cushion layer can enhance the boulder resisting ability of a shed tunnel by 2-3 times in the case of substantially same impact load. Meanwhile, as the waste tennis ball contains heavy metal and harmful substances, and the waste tennis ball is used as the buffering cushion layer, the engineering cost can be reduced, and moreover, the secondary utilization of the waste tennis ball can be realized, resource consumption is reduced, the environment pollution problem is solved, the waste tennis ball composite cushion layer structure suitable for the shed tunnel project is suitable for requirements on sustainable development, and better social, environment and economic benefits are realized.

Description

technical field [0001] The invention relates to the technical field of prevention and control of landslides and rolling stones, in particular to a composite cushion structure of waste and old tennis balls suitable for shed tunnel engineering and a design method thereof. Background technique [0002] Rolling stone disasters are characterized by suddenness, poor predictability, fast speed, high energy, long moving distance, large impact range, difficult monitoring and early warning, and serious hazards. The prevention and control methods of rolling stone disasters can usually be divided into two categories: active protection measures and passive protection measures. Active measures are difficult to be effective due to geographical location, and shed holes in passive engineering are a very effective method. Traditional reinforced concrete shed holes The structure itself is protected from rolling stones by backfilling its top with a thick layer of sand. [0003] At home and abr...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E01F7/04
CPCE01F7/045
Inventor 王东坡毕钰章周若云陈和平
Owner CHENGDU UNIVERSITY OF TECHNOLOGY