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Quantitative-type grouting device of sleeve of PC component and with reinforcement positioning and sealing functions

The technology of sleeve and steel bar is applied in the field of quantitative grouting device of PC component sleeve, which can solve the problems of difficult control of grouting amount, poor positioning and sealing effect of steel bar, etc., and achieves easy quality inspection, easy control, stable and accurate connection Effect

Active Publication Date: 2020-06-12
SHIJIAZHUANG TIEDAO UNIV +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The object of the present invention is to provide a PC component sleeve quantitative grouting device with reinforcing bar positioning and sealing functions, to solve the problem that the amount of grouting is difficult to control in the existing sleeve grouting process proposed in the above background technology The positioning and sealing effect are not good, etc.

Method used

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  • Quantitative-type grouting device of sleeve of PC component and with reinforcement positioning and sealing functions
  • Quantitative-type grouting device of sleeve of PC component and with reinforcement positioning and sealing functions
  • Quantitative-type grouting device of sleeve of PC component and with reinforcement positioning and sealing functions

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Embodiment Construction

[0026] The following will clearly and completely describe the technical solutions in the embodiments of the present invention with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only some, not all, embodiments of the present invention.

[0027] see Figure 1 to Figure 6 , an embodiment provided by the present invention: a PC component sleeve quantitative grouting device with steel bar positioning and sealing functions, including a sleeve main body 1, and a grouting port 9 is arranged on the outside of the sleeve main body 1, and the grouting port 9 A grout outlet 8 is arranged above the grout outlet 8, and a grouting pipeline mechanism 7 is installed on the outside of one end of the grout outlet 8. The grouting pipeline mechanism 7 includes a slurry inlet pipe 701, a connecting circulation pipe 702, a plugging rod 703, a connecting protective sleeve 704, and a connecting pipe 705, fixed blockage seat...

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Abstract

The invention discloses a quantitative-type grouting device of a sleeve of a PC component and with reinforcement positioning and sealing functions, relates to the technical field of sleeve grouting, and solves the problem of difficult control of grouting amount in the grouting process of an existing sleeve and poor positioning and sealing effects of the sleeve for a reinforcement. The quantitative-type grouting device of the sleeve of the PC component and with reinforcement positioning and sealing functions comprises a sleeve main body, a grouting port is formed in the outer side of the sleevemain body, a slurry outlet is formed above the grouting port, and a grouting pipe mechanism is mounted on the outer side of one end of the slurry outlet and comprises a slurry inlet pipe, a connecting circulating pipe, a blocking rod, a connecting protective sleeve, a connecting pipe, a fixed blocking seat, a regulating plate, a rotary handle and a slurry outlet pipe. According to the quantitative-type grouting device, centering and positioning can be conducted on a connecting reinforcement in the sleeve, quantitative-type grouting operation and slurry sealing can be conducted on the sleeve,the control of grouting amount and accurate positioning of the reinforcement can be achieved, and the connection quality of the sleeve is effectively guaranteed.

Description

technical field [0001] The invention relates to the technical field of sleeve grouting, in particular to a PC component sleeve quantitative grouting device with steel bar positioning and sealing functions. Background technique [0002] With the rapid development of social economy, prefabricated concrete structures are becoming more and more popular in the market. The obvious difference in form between prefabricated concrete structures and cast-in-place concrete structures is the discontinuity of concrete and steel bars at the seams caused by component division and prefabrication. Truncated, prefabricated concrete structure PC member reinforcement connection mainly adopts sleeve grouting connection technology, the disconnected steel bars of PC components are butt-connected through special steel sleeves, and the space between the steel bars and the sleeve cavity is filled with micro-expansion, high-strength Grouting material to form the rebar sleeve grout connection, the sleev...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04C5/16E04G21/02
CPCE04C5/165E04G21/02
Inventor 吴会阁苏木标付素娟曹秀玲付章建李文平王微微
Owner SHIJIAZHUANG TIEDAO UNIV
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