Special high strength grouting material for connecting reinforcement sleeve
A technology for steel bar sleeves and grouting materials, which is applied in the field of high-strength grouting materials for steel bar sleeve connections, which can solve problems such as insufficient performance, and achieve the effects of large fluidity loss, good retarding effect, and firm connection
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Publication Date
- 2016-01-13
- Estimated Expiration
- Not applicable · inactive patent
Smart Images
Figure 1 Figure 2 Figure 3
Abstract
Description
technical field
[0001] The invention relates to the technical field of concrete preparation, in particular to a special high-strength grouting material for steel bar sleeve connection. Background technique
[0002] In recent years, prefabricated concrete structures (referred to as PC structures) have developed to a certain extent in my country. Most of the components of PC structures are prefabricated in factories and assembled on site. Compared with cast-in-place concrete structures, they are improving the construction quality At the same time, it can save resources and energy, reduce pollution and carbon emissions, and reduce on-site construction personnel, etc., and has broad development prospects in the future urban construction field.
[0003] The performance and quality of prefabricated component reinforcement connections are an important guarantee for the integrity and safety of building structures. One of the main categories of PC structures - the complete set of tec...
Examples
Embodiment 1
[0045] The formula of special high-strength grouting material for steel bar sleeve connection of this embodiment is shown in Table 1
[0046] Table 1
[0047] raw material
1t production ratio / kg
Sulphoaluminate cement
45
PII52.5
412
Quartz sand
529
2
Methyl cellulose ether 500 viscosity
0.2
Latex powder (vinyl acetate-ethylene copolymerization, Tg=15°C, film-forming temperature 4°C)
1
Analytical pure tartaric acid L+
0.38
sodium gluconate
0.02
0.6
Composite expansion agent
10
water
124
[0048] The special high-strength grouting material for the sleeve connection of steel bars in this embodiment is used for the steel bar connection of large sleeves of bridges, wherein the sleeve length is 800 mm, the diameter is 60 mm, and the diameter of the built-in steel bar is 40 mm.
[0049] The special high-strength grout ...
Embodiment 2
[0054] The formula of special high-strength grouting compound for the connection of steel bar sleeve of this embodiment is shown in Table 3,
[0055] table 3
[0056]
[0057]The special high-strength grouting material for steel bar sleeve connection in this embodiment is used for steel bar sleeve connection in the construction of PC components in a certain substation in Shanghai.
[0058] The special high-strength grout for steel bar sleeve connection in this embodiment is tested according to JGT408-2013 sleeve grout for steel bar connection, and the test results are shown in Table 4.
[0059] Table 4
[0060]
[0061] For the preparation method of the above embodiment, refer to a high-performance grouting material for prefabricated building construction disclosed in CN103265253A and its preparation method.
Embodiment 3
[0063] The special high-strength grouting material formula for the connection of the reinforcement sleeve of this embodiment is shown in Table 5,
[0064] table 5
[0065] raw material
1t production ratio / kg
Shuanghe Sulphoaluminate Cement
23
Onoda PII52.5
433
Quartz sand
529
3
Methyl cellulose ether 500 viscosity
0.2
latex powder
1
Analytical pure tartaric acid L+
0.34
sodium gluconate
0.03
0.6
Composite expansion agent
10
water
122
[0066] The special high-strength grouting material for steel bar sleeve connection in this embodiment is used for steel bar sleeve connection in PC component construction. The sleeve length is 380 mm, the inner diameter is 45 mm, and the built-in steel bar diameter is 32 mm.
[0067] The special high-strength grout for steel bar sleeve connection in this embodiment is tested accor...