CN214884887U - Assembled concrete vertical grouting sleeve with grouting port quick plugging structure - Google Patents
Assembled concrete vertical grouting sleeve with grouting port quick plugging structure Download PDFInfo
- Publication number
- CN214884887U CN214884887U CN202120974929.XU CN202120974929U CN214884887U CN 214884887 U CN214884887 U CN 214884887U CN 202120974929 U CN202120974929 U CN 202120974929U CN 214884887 U CN214884887 U CN 214884887U
- Authority
- CN
- China
- Prior art keywords
- grouting
- plugging
- sleeve
- shutoff
- opening
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model discloses a vertical grout sleeve of assembled concrete with quick shutoff structure of slip casting mouth belongs to assembled building technical field to solve grout slurry mobility very big, when slip casting mouth shutoff is slow slightly, the slurry of pouring into can flow more, leads to plumpness, closely knit degree not good enough behind the sleeve slip casting, has empty phenomenon. The sleeve comprises a sleeve body, a steam exhaust hole and a grouting opening, wherein the steam exhaust hole is formed in the upper part of the sleeve body, and the grouting opening is formed in the lower part of the sleeve body; the grouting opening is provided with a plugging plugboard gap close to the opening, and the plugging plugboard gap is movably provided with a plugging plugboard matched with the plugging plugboard gap. The utility model discloses a to the institutional advancement of slip casting mouth, utilize the shutoff picture peg gap and the shutoff picture peg of establishing of joining in marriage, the back is accomplished in the slip casting, and the shutoff just can be accomplished in 1-2 seconds to the shutoff picture peg gap department of slewing shutoff picture peg, and does not leak the thick liquid behind the shutoff, guarantees the plumpness and the closely knit degree of slip casting.
Description
Technical Field
The utility model belongs to the technical field of the key assembled construction who promotes of country, concretely relates to vertical grout sleeve of assembled concrete that has the quick shutoff structure of slip casting mouth.
Background
The grouting fullness and compactness of the vertical grouting sleeve for the reinforcement connection of the prefabricated concrete structure directly influence the grouting quality, the connection quality of the prefabricated concrete structure and the structural safety.
I department is doing the research and development of this direction always, in utility model patent CN201821485099.9 "a prefabricated concrete structure vertical component installation grout caulking structure", put emphasis on prefabricated concrete structure steel bar connection and joint grout caulking and handle, in utility model patent CN201921341900.7 "a prefabricated concrete half grout sleeve", through the round platform shape cock of steam extraction downthehole installation, and open in the middle of the cock and have 2 mm's steam extraction hole, the cock periphery is opened has four 3 mm's semicircle orifices, through steam extraction hole steam extraction, drainage, row thin slurry, arrange thick liquid, the cock moves to the appearance of five phenomenons such as outer mouthful tie, can inspect in the construction and prove that the slip casting is full and closely knit.
However, the above measures still lack an important link in construction, that is, after grouting is completed, the grouting mouth needs to be plugged by a wooden plug, but the grouting slurry has high fluidity, the initial fluidity is 300mm, and the initial fluidity is 260mm in 30min, so that the plugging of the grouting mouth is slow, the outflow of the injected slurry is large, the grouting fullness and compactness of the sleeve are poor, and the connection quality of the steel bar grouting sleeve is affected.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a vertical grout sleeve of assembled concrete with quick shutoff structure of slip casting mouth to solve grout slurry mobility very big, when the shutoff of slip casting mouth is slow slightly, the slurry of notes advance can flow more, leads to plumpness, closely knit degree not good enough behind the sleeve slip casting, has the cavity, influences reinforcing bar grout muffjoint quality.
In order to solve the above problems, the utility model discloses technical scheme does:
the assembled concrete vertical grouting sleeve with the rapid grouting port plugging structure comprises a sleeve body, a steam exhaust hole and a grouting port, wherein the steam exhaust hole is formed in the upper part of the sleeve body, and the grouting port is formed in the lower part of the sleeve body; the grouting opening is provided with a plugging plugboard gap close to the opening, and the plugging plugboard gap is movably provided with a plugging plugboard matched with the plugging plugboard gap.
Furthermore, the plugging plugboard is hinged to the opening close to the grouting opening through a rotating shaft, and the plugging plugboard can be inserted into the gap of the plugging plugboard in a rotating mode along the rotating shaft.
Furthermore, the grouting opening is movably arranged at the lower part of the sleeve body through a screw thread.
Furthermore, the sleeve body is connected with the steam exhaust hole in a threaded connection mode.
Furthermore, a plastic cap or an adhesive tape is movably arranged on the steam exhaust hole and the grouting opening.
The utility model has the advantages as follows:
the utility model discloses through the quick shutoff structure of slip casting mouth that has repeatedly tested and developed with sleeve body structure looks adaptation, through the institutional advancement to the slip casting mouth, utilize the shutoff picture peg gap and the shutoff picture peg of establishing of joining in marriage the cover, the back is accomplished in the slip casting, and the shutoff just can be accomplished in 1-2 seconds to slewing shutoff picture peg to shutoff picture peg gap department, and does not leak thick liquid behind the shutoff, guarantees the plumpness and the closely knit degree of slip casting. Improve the grout effect, guarantee the quality of assembled concrete reinforcement sleeve grout connection. Has very high practicality in the actual production, can promote slip casting quality greatly.
The sleeve is made of steel pipe cutting and casting; the sleeve made of cast materials is processed due to the limited environmental protection, the sleeve processed by cutting the steel pipe cannot be connected together for manufacturing, the materials are embrittled and the plasticity is poor due to welding, so the sleeve body and the grouting opening are connected by a screw connection mode, and the sleeve body and the steam exhaust hole are connected by the screw connection mode on the same principle.
Drawings
FIG. 1 is a schematic structural diagram of an assembled concrete vertical grouting sleeve with a grouting port quick plugging structure;
FIG. 2 is a schematic structural diagram of a steam vent in an assembled concrete vertical grouting sleeve with a grouting port rapid plugging structure;
FIG. 3 is a schematic structural diagram of a grouting opening of an assembled concrete vertical grouting sleeve with a rapid grouting opening blocking structure;
fig. 4 is a cross-sectional view a-a of fig. 3.
The reference numbers are as follows: 1-a sleeve body; 11-a cavity; 2-steam exhaust holes; 3-grouting port; 31-connecting a screw thread at a grouting opening of the vertical grouting sleeve; 32-plugging the gaps of the plug boards; 33-plugging a plug board; 34-rotating shaft.
Detailed Description
To make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the drawings of the embodiments of the present invention are combined to clearly and completely describe the technical solutions of the embodiments of the present invention, and obviously, the described embodiments are some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Thus, the following detailed description of the embodiments of the present invention, presented in the accompanying drawings, is not intended to limit the scope of the invention, as claimed, but is merely representative of selected embodiments of the invention.
It should be noted that: like reference numbers and letters refer to like items in the following figures, and thus, once an item is defined in one figure, it need not be further defined and explained in subsequent figures.
In the present invention, unless otherwise expressly stated or limited, the terms "mounted," "connected," and "fixed" are to be construed broadly and may, for example, be fixedly connected, detachably connected, or integrally formed; either directly or indirectly through intervening media, either internally or in any other relationship. The specific meaning of the above terms in the present invention can be understood according to specific situations by those skilled in the art.
Examples
As shown in fig. 1-2, the assembled concrete vertical grouting sleeve with a rapid grouting port plugging structure comprises a sleeve body 1, a steam exhaust hole 2 and a grouting port 3, wherein the steam exhaust hole 2 is arranged at the upper part of the sleeve body 1, and the grouting port 3 is arranged at the lower part of the sleeve body 1; a plugging inserting plate gap 32 is arranged at the position, close to the opening, of the grouting opening 3, and a plugging inserting plate 33 matched with the plugging inserting plate gap 32 is movably arranged at the plugging inserting plate gap 32.
Specifically, the method comprises the following steps: the plugging inserting plate 33 is hinged to the opening part of the grouting opening 3 through a rotating shaft 34, and the plugging inserting plate 33 can be rotatably inserted into the plugging inserting plate gap 32 along the rotating shaft 34.
The grouting opening 3 is movably arranged at the lower part of the sleeve body 1 through a screw thread 31.
The sleeve body 1 and the steam exhaust hole 2 are connected by a thread connection mode.
A plastic cap or an adhesive tape is movably arranged on the steam exhaust hole 2 and the grouting opening 3. This setting is in order to prevent that grout from getting into the sleeve when precast concrete component, influencing the installation engineering quality. Before the component is installed and grouted, the plastic cap or the adhesive tape is removed.
When the precast member concrete is poured, the grouting opening needs to be 3mm higher than the surface of the member concrete, otherwise, the rotation of the inserting plate is influenced. The grout injection port, the steam exhaust hole and the lower port inserted into the lower anchor bar do not leak cement grout when concrete is poured. The upper opening is a straight thread connection part of the steel bar, and the steel bar is additionally connected to ensure that the slurry is not leaked.
During operation, grouting is carried out from the grouting opening 3, steam is exhausted from the steam exhaust hole 2, five phenomena of steam exhaust, water drainage, slurry discharge, thick slurry discharge, plug movement to the outside and the like are met to indicate full filling, after the full filling, the plugging inserting plate 33 is rapidly rotated to be inserted into the plugging inserting plate gap 32, plugging can be completed within 1-2 seconds, and no slurry leakage exists after plugging.
Claims (6)
1. The assembled concrete vertical grouting sleeve with the rapid grouting port blocking structure comprises a sleeve body (1), a steam exhaust hole (2) and a grouting port (3), wherein the steam exhaust hole (2) is formed in the upper part of the sleeve body (1), and the grouting port (3) is formed in the lower part of the sleeve body (1); the method is characterized in that: a plugging inserting plate gap (32) is arranged at the position, close to the opening, of the grouting opening (3), and a plugging inserting plate (33) matched with the plugging inserting plate gap (32) is movably arranged at the plugging inserting plate gap (32).
2. The fabricated concrete vertical grouting sleeve with a grouting port quick plugging structure as claimed in claim 1, wherein: the plugging plugboard (33) is hinged to the opening of the grouting opening (3) through a rotating shaft (34), and the plugging plugboard (33) can be rotatably inserted into the plugging plugboard gap (32) along the rotating shaft (34).
3. The fabricated concrete vertical grouting sleeve with a grouting port quick plugging structure as claimed in claim 1 or 2, wherein: the grouting opening (3) is movably arranged at the lower part of the sleeve body (1) through a screw thread (31).
4. The fabricated concrete vertical grouting sleeve with a grouting port quick plugging structure as claimed in claim 1 or 2, wherein: the sleeve body (1) is connected with the steam exhaust hole (2) by a thread connection mode.
5. The fabricated concrete vertical grouting sleeve with a grouting port quick plugging structure as claimed in claim 1, wherein: the sleeve body (1), the steam exhaust hole (2) and the grouting opening (3) are all formed by cutting steel pipes.
6. The fabricated concrete vertical grouting sleeve with a grouting port quick plugging structure as claimed in claim 1, wherein: and plastic caps or adhesive tapes are movably arranged on the steam exhaust holes (2) and the grouting openings (3).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202120974929.XU CN214884887U (en) | 2021-05-09 | 2021-05-09 | Assembled concrete vertical grouting sleeve with grouting port quick plugging structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202120974929.XU CN214884887U (en) | 2021-05-09 | 2021-05-09 | Assembled concrete vertical grouting sleeve with grouting port quick plugging structure |
Publications (1)
Publication Number | Publication Date |
---|---|
CN214884887U true CN214884887U (en) | 2021-11-26 |
Family
ID=78890157
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202120974929.XU Active CN214884887U (en) | 2021-05-09 | 2021-05-09 | Assembled concrete vertical grouting sleeve with grouting port quick plugging structure |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN214884887U (en) |
-
2021
- 2021-05-09 CN CN202120974929.XU patent/CN214884887U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN207739264U (en) | A kind of Grouting Pipe | |
CN214363657U (en) | Pre-buried type biliquid slip casting leaking stoppage structure of foundation ditch | |
CN204662431U (en) | A kind of filling pile ' s after grouting control valve with backstop structure | |
CN110144973A (en) | A kind of vertical post-cast strip PC safeguard structure of under ground portion and construction method | |
CN103215922A (en) | High-pressure high-flow centralized leakage grouting leaking stoppage method | |
CN110952644B (en) | Leakage detection and leakage stoppage integrated device and process method thereof | |
CN101949273B (en) | Method for plugging spring opening in drilling | |
CN214884887U (en) | Assembled concrete vertical grouting sleeve with grouting port quick plugging structure | |
CN112726962B (en) | Assembled grout sleeve | |
CN213389995U (en) | Cast-in-place concrete core wall and gravity dam connection structure | |
CN112299796A (en) | Wall pile inter-pile grouting material for building envelope and construction method thereof | |
CN201891124U (en) | Device for plugging spring opening in drilling process | |
CN111719861A (en) | Construction device and construction method for grouting plugging of fabricated building | |
CN207633342U (en) | A kind of bridge pile foundation pile crown abolishes device | |
CN204199324U (en) | Connecting reinforcement cage i iron in construction of diaphragm wall | |
CN204080750U (en) | Box-type suction foundation sluice structure | |
CN212478572U (en) | Construction equipment of assembled building slip casting shutoff | |
CN212957267U (en) | Slurry storage and discharge device for vertical steel bar sleeve grouting connection | |
CN205975996U (en) | Thick liquid anchor lap joint structure and wall body | |
CN212896240U (en) | Quick block structure of interim shutoff of diversion tunnel import | |
CN211250563U (en) | Pouring die for bearing wall board | |
CN113882360A (en) | Pile connecting structure and method for pouring tubular pile transverse partition plates | |
CN210342002U (en) | Basement raft board seepage processing structure | |
CN207315413U (en) | Cavern's plug peripheral water stopping structure | |
CN218715405U (en) | Gradual leaking stoppage structure of basement infiltration point |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |