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Reinforced concrete structure containing early strength type ultra-high performance concrete

A reinforced concrete, ultra-high-performance technology, applied in buildings, bridges, bridge parts, etc., can solve the problems affecting the service life of ultra-high-performance concrete, affecting the safety of building structures, and cumbersome construction in high-temperature steam curing, so as to improve the structural stress. performance, extended fatigue life, the effect of a reliable shear connection

Inactive Publication Date: 2017-10-13
浙江宏日泰耐克新材料科技有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] Ultra-high performance concrete and construction panels have simultaneous deformation. If the ultimate tensile strain of ultra-high performance concrete is small, it will lead to premature cracking of ultra-high performance concrete, which will affect the service life of ultra-high performance concrete. Cracks will cause water seepage and rust the steel structure , affecting the safety of the building structure; at the same time, ultra-high performance concrete curing generally adopts high-temperature steam curing, and the curing time is not less than 48 hours, and the curing time is relatively long. It is not ideal, so the quality is difficult to control; and for the bridge deck structure section with heavy traffic flow and poor social impact caused by the closure, maintenance for 48 hours will make it difficult to implement traffic organization, and these sections usually require maintenance to be completed within 7 o'clock at night work, which brings great inconvenience to construction workers

Method used

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  • Reinforced concrete structure containing early strength type ultra-high performance concrete
  • Reinforced concrete structure containing early strength type ultra-high performance concrete
  • Reinforced concrete structure containing early strength type ultra-high performance concrete

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0030] This example is the preparation of early-strength ultra-high performance concrete.

[0031] Described early-strength ultra-high performance concrete comprises raw material and its volume percentage is:

[0032]

[0033] Wherein, the aspect ratio of the steel fiber is 50, and the above-mentioned raw materials are mixed evenly to obtain the early-strength ultra-high performance concrete.

Embodiment 2

[0035] This example is the performance test result of the early-strength ultra-high performance concrete prepared in Implementation 1.

[0036] The tensile bending strength adopts the test method specified in GB / T 31387, the flexural strength adopts the test method specified in GB / T 17671, the compressive strength adopts the test method specified in GB / T 17671 and GB / T 31387 respectively, and the ultimate tensile strength adopts the test method specified in GB / T 17671 and ultimate tensile strain are entrusted to Shanghai Academy of Building Research for testing, and the test methods are in accordance with the regulations of CECS 13.

[0037] like image 3 As shown, the test results of the Shanghai Institute of Building Research show that the 28d ultimate tensile strength is 11.9MPa, and the 28d ultimate tensile strain is 0.35% (ie 3500με).

[0038] The performance testing result of the early-strength type ultra-high performance concrete of the present invention is shown in th...

Embodiment 3

[0043] This embodiment is a reinforced concrete structure containing the early-strength ultra-high performance concrete described in Embodiment 1, such as figure 1 and figure 2 As shown, it includes a construction panel 1 and a reinforced concrete structure body 2. The reinforced concrete structure body 2 includes a steel skeleton and early-strength ultra-high performance concrete poured in the steel skeleton. The reinforced concrete structure body 2 is provided with a wear layer 3; the steel skeleton is a multi-layer superimposed steel bar composite structure, which includes a longitudinal bar distribution layer composed of longitudinal bars 5 and a transverse bar distribution layer composed of transverse bars 4, and the longitudinal bar distribution layer Intersecting with the horizontal reinforcement distribution layer to form a reinforced mesh structure, the longitudinal reinforcement distribution layer is located below the horizontal reinforcement distribution layer, the...

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Abstract

The invention relates to a reinforced concrete structure containing early-strength ultra-high-performance concrete, which includes a construction panel and a reinforced concrete structure body. The reinforced concrete structure body includes a steel skeleton and early-strength ultra-high-performance concrete poured into the steel skeleton , the upper part of the reinforced concrete structure body is provided with a wear layer, and the early-strength ultra-high performance concrete is composed of cement, fine admixtures, aggregates, admixtures, fibers and water, and has the following properties: 3h compressive strength is less than Less than 30MPa, 28d ultimate tensile strain not less than 3000με. Compared with the prior art, the early-strength ultra-high-performance concrete of the present invention has good ductility and is not easy to crack. It can coordinate deformation with the construction panel and improve the mechanical performance of the structure; the steel skeleton is a steel mesh shear structure, reducing The stress range in the construction panel under the action of the vehicle is reduced, and its durability is improved; the reinforced concrete structure is suitable for rapid maintenance of the bridge deck structure, and the impact of construction on traffic is minimized.

Description

technical field [0001] The invention relates to the technical field of building structures, in particular to a reinforced concrete structure containing early-strength ultra-high performance concrete. Background technique [0002] Because reinforced concrete has the advantages of local materials, simple construction, strong moldability, good durability and fire resistance, and low cost, it has been widely used in buildings and bridge structures. Ultra-high performance concrete has excellent mechanical properties, which makes the development of building structures tend to be large-span and lightweight. The reinforced concrete structure using this type of concrete can reduce the thickness of the concrete layer and improve the durability of the building structure. [0003] Ultra-high performance concrete and construction panels have simultaneous deformation. If the ultimate tensile strain of ultra-high performance concrete is small, it will lead to premature cracking of ultra-hi...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D19/12E01D22/00C04B28/00E01D101/26
CPCE01D19/125C04B28/00E01D22/00E01D2101/26C04B18/08C04B18/141C04B14/047C04B18/146C04B14/02C04B14/06C04B2103/302C04B2103/50C04B2103/44C04B2103/22C04B16/0633C04B14/386C04B14/48C04B14/42
Inventor 王俊颜刘国平刘健赵正
Owner 浙江宏日泰耐克新材料科技有限公司
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