Deformable joint structure of concrete trestle floor

A technology for concrete and trestle buildings, which is applied in the direction of bridges, bridge parts, bridge construction, etc., can solve the problems of easy aging of metals and adhesives, unsatisfactory construction, and affecting the service life of concrete trestles, so as to save materials, beautiful appearance, The effect of close connection

Active Publication Date: 2016-04-06
内蒙古电力勘测设计院有限责任公司
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AI Technical Summary

Problems solved by technology

However, the steel nail-fixed connection structure used in the prior art cannot meet the requirements of building settlement, earthquake resistance, and expansion and contraction
Moreover, due to water seepage at the joint, the metal and adhesive of the joint structure are easy to age, which directly affects the service life of the concrete trestle.

Method used

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  • Deformable joint structure of concrete trestle floor

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Embodiment Construction

[0016] The present invention will be further described below in conjunction with accompanying drawing.

[0017] During the construction of the concrete trestle floor 2, the connection at the joints can be carried out in the following steps.

[0018] (1) After the construction of the concrete trestle floor 2 is completed, the thermal insulation material 1 is laid on the trestle floor 2, and a deformation joint of a certain width is left between the two trestle floors 2, and the upper part of the two trestle floors 2 The end faces are flush with each other, and the lower end face has a certain height difference;

[0019] (2) Use No. 26 galvanized iron sheet 3 and install it on the lower end surface of the joint of the concrete trestle floor 2 as a plug, and use 35 long steel nails 5 to fix the iron sheet 3 on the concrete beam of the trestle floor 2. On the higher side of the lower end surface of floor 2, the iron sheet is positioned at the bottom of the trestle floor, and on t...

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PUM

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Abstract

A deformable connection structure of concrete trestle floors, in which there is a deformation joint of a certain width between two trestle floors; the lower end surface of the junction of the trestle floors is sealed with a full length of iron sheet; the lower end surface is connected to the iron sheet at the deformation joint The length between them is greater than the actual length of the deformation joint, that is, there is a certain surplus of the iron sheet connected to the lower end surface; the deformation joint is filled with asphalt hemp; The length of the iron sheet connecting the end face between the deformation joints is greater than the actual length of the deformation joint, that is, the upper end face connecting iron sheet has a certain surplus; a waterproof membrane is attached to the iron sheet to play a secondary waterproof role; cement mortar pads are laid on the waterproof membrane layer, and the deformation joints on the waterproof membrane are blocked with asphalt mawangdi grease material. The invention can meet the demand for deformation joints in large-scale projects, and at the same time play the roles of settlement, shockproof, expansion and contraction, and improve waterproof performance.

Description

technical field [0001] The invention relates to a building wall connection structure, in particular to a deformable connection structure for concrete trestle floors. Background technique [0002] Trestle is a station, port, mine or factory, used for loading and unloading goods or getting on and off passengers, or a temporary bridge structure specially used for construction site traffic, mechanical layout and overhead operations. In civil engineering, temporary bridge facilities built for transporting materials, equipment, and personnel are divided into wooden trestle bridges and steel trestle bridges according to the materials used. The trestle in a railway ferry is a bridge building for rolling stock to drive on and off the ferry. [0003] At present, the trestle structure composed of steel structure and concrete is widely used in railway engineering, tunnel construction, electric power engineering and other fields. Trestle bridges spliced ​​by multiple concrete beam stru...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E01D19/06E01D19/12
Inventor 张轩郑平吴璇
Owner 内蒙古电力勘测设计院有限责任公司
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