CN211499485U - Pre-grouting type semi-grouting sleeve structure - Google Patents

Pre-grouting type semi-grouting sleeve structure Download PDF

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Publication number
CN211499485U
CN211499485U CN201921675015.2U CN201921675015U CN211499485U CN 211499485 U CN211499485 U CN 211499485U CN 201921675015 U CN201921675015 U CN 201921675015U CN 211499485 U CN211499485 U CN 211499485U
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China
Prior art keywords
grout
grouting
cylinder
sleeve structure
sleeve
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CN201921675015.2U
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龙莉波
马跃强
戚健文
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Shanghai Construction No 2 Group Co Ltd
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Shanghai Construction No 2 Group Co Ltd
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Abstract

In order to simplify the telescopic construction process of grout, improve grout telescopic efficiency of construction, the utility model provides a half grout sleeve structure of grout formula in advance. The pre-grouting type semi-grouting sleeve structure comprises a grout cylinder and a steel bar connector arranged on the outer side of the cylinder bottom of the grout cylinder, wherein a grout overflow hole is formed in the cylinder wall of the grout cylinder, a cylinder opening sealing sleeve is arranged at the cylinder opening of the grout cylinder, a grout overflow opening sealing sleeve is arranged at the grout overflow opening of the grout overflow hole, and grouting materials are filled in the grout cylinder. The utility model discloses a half grout sleeve structure of grout formula in advance, with grout material prefabrication in a thick liquids section of thick bamboo, when constructing half grout sleeve structure of grout formula in advance, only need will treat in the connecting reinforcement disect insertion thick liquids section of thick bamboo can. Compared with the traditional grouting sleeve construction process, the grouting operation is omitted, the grouting sleeve construction process is simplified, and the grouting sleeve construction efficiency is improved.

Description

Pre-grouting type semi-grouting sleeve structure
Technical Field
The utility model belongs to the technical field of prefabricated assembly engineering, in particular to half grout sleeve of grout formula in advance.
Background
The grouting sleeve is one of the common reinforcing steel bar connection modes of the assembly type building in China at present. In the grouting sleeve, a joint with one end connected with the grouting is called a semi-grouting sleeve. In the grouting sleeve, the grouting material is generally dry mixed material formed by mixing cement serving as a basic material, fine aggregate, an additive and other materials. The hardened grouting material is respectively bonded with the steel bar and the grouting sleeve to realize the continuous and reliable force transmission connection structure of the steel bar.
The grouting sleeve has wide application range, but needs complex grouting operation, and the quality of the grouting sleeve is difficult to ensure. Therefore, a new grouting sleeve structure with simple construction is needed.
SUMMERY OF THE UTILITY MODEL
In order to simplify the telescopic construction process of grout, improve grout telescopic efficiency of construction, the utility model provides a half grout sleeve structure of grout formula in advance.
The utility model discloses a half grout sleeve structure of grout formula in advance technical scheme as follows:
the pre-grouting type semi-grouting sleeve structure comprises a grout cylinder and a steel bar connector arranged on the outer side of the cylinder bottom of the grout cylinder, wherein a grout overflow hole is formed in the cylinder wall of the grout cylinder, a cylinder opening sealing sleeve is arranged at the cylinder opening of the grout cylinder, a grout overflow opening sealing sleeve is arranged at the grout overflow opening of the grout overflow hole, and grouting materials are filled in the grout cylinder.
The utility model discloses a half grout sleeve structure of grout formula in advance, with grout material prefabrication in a thick liquids section of thick bamboo, when constructing half grout sleeve structure of grout formula in advance, only need will treat in the connecting reinforcement disect insertion thick liquids section of thick bamboo can. Compared with the traditional grouting sleeve construction process, the grouting operation is omitted, the grouting sleeve construction process is simplified, and the grouting sleeve construction efficiency is improved.
Furthermore, among the half grout sleeve structure of grout in advance, still include the steel bar of treating the connection that the surface set up the catalyst layer. Before the steel bars to be connected are inserted into the slurry barrel, a catalyst can be coated on the surfaces of the steel bars to be connected. After the reinforcing bar to be connected is inserted into the grout material cylinder, the catalyst can accelerate the solidification of grouting material, improves the efficiency of construction.
Furthermore, in the pre-grouting type semi-grouting sleeve structure, the sleeve opening sealing sleeve is a one-way sealing sleeve. The unidirectional nozzle cuff can be opened from the exterior of the slurry barrel. The arrangement of the one-way sleeve can ensure that grouting materials cannot flow out of the slurry barrel before construction, and can facilitate the insertion of the steel bars to be connected during construction.
Furthermore, in the pre-grouting type semi-grouting sleeve structure, the steel bar connector is provided with a groove. The cross section of the groove is matched with the cross section of the internal steel bar of the prefabricated part, so that the steel bar connector and the internal steel bar of the prefabricated part can be conveniently connected together.
Drawings
Fig. 1 is a schematic view of a pre-grouting type semi-grouting sleeve structure of the present invention;
fig. 2 is a schematic diagram of a construction method of a pre-grouting type semi-grouting sleeve structure of the present invention.
Detailed Description
The present invention will be described in further detail with reference to the following drawings and specific embodiments. The advantages and features of the present invention will become more fully apparent from the following description and appended claims. It should be noted that the drawings are in simplified form and are not to precise scale, and are provided for convenience and clarity in order to facilitate the description of the embodiments of the present invention.
Example 1:
referring to fig. 1 to 2, the present embodiment provides a pre-grouting type semi-grouting sleeve structure, including a grout cylinder 1 and a steel bar connector 2 disposed at the outside of the cylinder bottom of the grout cylinder 1, a grout overflow hole 3 is formed on the cylinder wall of the grout cylinder 1, a cylinder opening sealing sleeve 4 is disposed at the cylinder opening of the grout cylinder 1, a grout overflow opening sealing sleeve 5 is disposed at the grout overflow opening of the grout overflow hole 3, and grouting material 8 is filled in the grout cylinder 1.
The half grout sleeve structure of grouting formula in advance of this embodiment, with grouting material 8 prefabricated in thick liquids section of thick bamboo 1, when constructing the half grout sleeve structure of grouting formula in advance, only need will treat that connecting reinforcement 7 disect insertion can in thick liquids section of thick bamboo 1. Compared with the traditional grouting sleeve construction process, the grouting operation is omitted, the grouting sleeve construction process is simplified, and the grouting sleeve construction efficiency is improved.
In a preferred embodiment, the pre-grouting type semi-grouting sleeve structure further comprises a steel bar 7 to be connected, wherein the surface of the steel bar is provided with a catalyst layer 6. Before inserting the reinforcing bar 7 to be connected into the grout barrel 1, a catalyst may be coated on the surface of the reinforcing bar 7 to be connected. After the reinforcing bar 7 of treating to connect inserts thick liquids feed cylinder 1, the catalyst can accelerate the solidification of grouting material 8, improves the efficiency of construction.
In a preferred embodiment, in the pre-grouting type semi-grouting sleeve structure, the nozzle jacket 4 is a one-way jacket. The one-way nozzle jacket 4 can be opened from the outside of the pulp cartridge 1. The arrangement of the one-way sleeve can ensure that the grouting material 8 cannot flow out of the slurry barrel 1 before construction, and can facilitate the insertion of the steel bar 7 to be connected during construction.
In a preferred embodiment, in the pre-grouting type semi-grouting sleeve structure, the reinforcing bar connector 2 is provided with a groove. The cross-section of the groove is matched with the cross-section of the internal steel bar of the prefabricated part, so that the steel bar connector 2 is conveniently connected with the internal steel bar of the prefabricated part.
Example 2:
this embodiment provides a construction method of the pre-grouting type half grouting sleeve structure described in embodiment 1.
The construction method of the pre-grouting type semi-grouting sleeve structure in the embodiment has the technical characteristics that the construction method comprises the following steps:
firstly, filling grouting material 8 into a grouting material cylinder 1 of a pre-grouting type semi-grouting sleeve structure;
secondly, embedding the pre-grouting type semi-grouting sleeve structure into the prefabricated part in the manufacturing process of the prefabricated part, and connecting the steel bar connector 2 of the pre-grouting type semi-grouting sleeve structure with the internal steel bars of the prefabricated part;
thirdly, removing the slurry overflow port jacket 5;
fourthly, inserting the reinforcing steel bars 7 to be connected into the grout cylinder 1 from the mouth of the grout cylinder 1, and arranging the grout outlet sleeve 5 at the grout outlet of the grout outlet 3 after the redundant grout 8 is discharged from the grout outlet 3.
The construction method of the pre-grouting type semi-grouting sleeve structure of the embodiment is characterized in that the grouting material 8 is prefabricated in the grout barrel 1, and when the pre-grouting type semi-grouting sleeve structure is constructed, the steel bar 7 to be connected only needs to be directly inserted into the grout barrel 1. Compared with the traditional grouting sleeve construction process, the grouting operation is omitted, the grouting sleeve construction process is simplified, and the grouting sleeve construction efficiency is improved.
In a preferred embodiment, in the construction method of the pre-grouting type half grouting sleeve structure, the third step further includes coating a catalyst on the surface of the steel bar 7 to be connected to form the catalyst layer 6. Before inserting the reinforcing bar 7 to be connected into the grout barrel 1, a catalyst may be coated on the surface of the reinforcing bar 7 to be connected. After the reinforcing bar 7 of treating to connect inserts thick liquids feed cylinder 1, the catalyst can accelerate the solidification of grouting material 8, improves the efficiency of construction.
The above description is only for the purpose of describing the preferred embodiments of the present invention, and is not intended to limit the scope of the present invention, and any variations and modifications made by those skilled in the art based on the above disclosure are within the scope of the appended claims.

Claims (4)

1. The utility model provides a grout half grout sleeve structure in advance, its characterized in that includes thick liquid feed cylinder (1) and sets up in steel bar connector (2) in the bobbin base outside of thick liquid feed cylinder (1), offer overflow hole (3) on the section of thick liquid feed cylinder's (1) section of thick bamboo wall, the nozzle department of thick liquid feed cylinder (1) sets up nozzle big envelope (4), the nozzle department of overflow hole (3) sets up nozzle big envelope (5), filling grout material (8) in thick liquid feed cylinder (1).
2. The pre-grouted semi-grouting sleeve structure as claimed in claim 1, further comprising reinforcing bars (7) to be connected, the surfaces of which are provided with the catalyst layers (6).
3. The pre-grouted semi-grouted sleeve structure as recited in claim 1, characterized in that the nozzle cuff (4) is a one-way cuff.
4. The pre-grouted semi-grouting sleeve structure as claimed in claim 1, characterised in that the reinforcement connectors (2) are provided with grooves.
CN201921675015.2U 2019-10-09 2019-10-09 Pre-grouting type semi-grouting sleeve structure Active CN211499485U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201921675015.2U CN211499485U (en) 2019-10-09 2019-10-09 Pre-grouting type semi-grouting sleeve structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201921675015.2U CN211499485U (en) 2019-10-09 2019-10-09 Pre-grouting type semi-grouting sleeve structure

Publications (1)

Publication Number Publication Date
CN211499485U true CN211499485U (en) 2020-09-15

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CN201921675015.2U Active CN211499485U (en) 2019-10-09 2019-10-09 Pre-grouting type semi-grouting sleeve structure

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110656734A (en) * 2019-10-09 2020-01-07 上海建工二建集团有限公司 Pre-grouting type semi-grouting sleeve structure and construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110656734A (en) * 2019-10-09 2020-01-07 上海建工二建集团有限公司 Pre-grouting type semi-grouting sleeve structure and construction method

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