CN110656649A - Variable-diameter grouting anchoring device - Google Patents
Variable-diameter grouting anchoring device Download PDFInfo
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- CN110656649A CN110656649A CN201911133589.1A CN201911133589A CN110656649A CN 110656649 A CN110656649 A CN 110656649A CN 201911133589 A CN201911133589 A CN 201911133589A CN 110656649 A CN110656649 A CN 110656649A
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- diameter
- grouting
- connecting piece
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- anchoring device
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
- E02D5/76—Anchorings for bulkheads or sections thereof in as much as specially adapted therefor
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D15/00—Handling building or like materials for hydraulic engineering or foundations
- E02D15/02—Handling of bulk concrete specially for foundation or hydraulic engineering purposes
- E02D15/04—Placing concrete in mould-pipes, pile tubes, bore-holes or narrow shafts
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention discloses a variable-diameter grouting anchoring device, and belongs to the technical field of grouting devices. The device comprises a fixed shaft, a movable sleeve and an expanding component; the movable sleeve is sleeved on the periphery of the fixed shaft, and a moving pair is formed between the movable sleeve and the fixed shaft; the diameter expanding assembly comprises a plurality of groups, and is arranged on the periphery of the movable sleeve along the circumferential direction of the movable sleeve. The diameter of the anchoring device can be expanded as required in the construction process.
Description
Technical Field
The invention relates to the technical field of grouting devices, in particular to a variable-diameter grouting anchoring device.
Background
Traditional reducing steelframe slip casting anchor, its structure is complicated, and there is very big uncertainty in the steelframe open mode in the slip casting bag, can't carry out process control, because at underground construction, ground operating personnel can't judge whether the steelframe is opened and form the enlarged head, can only be concluded by final ground inspection resistance to plucking, but has lost the chance of remedy this moment, causes great hidden danger for whole engineering quality.
Disclosure of Invention
In view of the above, the present invention provides a variable diameter grouting anchoring device, which can expand the diameter of the anchoring device as required during the construction process, and is more practical.
In order to achieve the first object, the technical scheme of the variable-diameter grouting anchoring device provided by the invention is as follows:
the variable-diameter grouting anchoring device provided by the invention comprises a fixed shaft (2), a movable sleeve (5) and an expanding component;
the movable sleeve (5) is sleeved on the periphery of the fixed shaft (2), and a sliding pair is formed between the movable sleeve (5) and the fixed shaft (2);
the expanding component comprises a first movable connecting piece (17), an expanding rod (12) and a third movable connecting piece (19), wherein,
one end of the first movable connecting piece (17) is hinged with the movable sleeve (5), the other end of the first movable connecting piece (17) is hinged with the diameter expanding rod (12),
one end of the third movable connecting piece (19) is hinged with the fixed shaft (2), the other end of the third movable connecting piece (19) is hinged with the diameter expanding rod (12),
the diameter expanding assembly comprises a plurality of groups, and is arranged on the periphery of the movable sleeve (5) along the circumferential direction of the movable sleeve.
The variable-diameter grouting anchoring device provided by the invention can be further realized by adopting the following technical measures.
Preferably, the expanding assembly further comprises a second movable connecting piece (18),
one end of the second movable connecting piece (18) is hinged with the movable sleeve (5), the other end of the second movable connecting piece (18) is hinged with the diameter enlarging rod (12), wherein,
the hinge point between the second movable connecting piece (18) and the diameter expanding rod (12) and the hinge point between the third movable connecting piece (19) and the diameter expanding rod (12) are the same hinge point.
Preferably, the variable-diameter grouting anchoring device further comprises a mandrel (1), the mandrel (1) is fixedly arranged in the center of the fixed shaft (2) in a penetrating mode, so that relative movement does not exist between the mandrel (1) and the fixed shaft (2), and threads are arranged on the mandrel (1).
Preferably, the variable-diameter grouting anchoring device further comprises a grouting pipe (3) and a grouting container (7),
the position between the grouting pipe (3) and the fixed shaft (2) is relatively fixed,
the position between the grouting container (7) and the movable sleeve (5) is relatively fixed,
the grouting pipe (3) is communicated with the grouting container (7) through a central through hole thereof;
and a moving pair is formed between the grouting pipe (3) and the grouting container (7), and when slurry is poured from the grouting pipe (3), the slurry enters the grouting container (7) from the grouting pipe (3).
Preferably, the bottom of the side wall of the grouting pipe (3) is provided with a grout overflow hole (20), wherein,
before the diameter-expanding rod (12) is unfolded to be ready, the slurry overflow hole (20) is completely positioned below the upper edge of the grouting container (7);
when the diameter-enlarging rod (12) is spread out and ready, the slurry overflow hole (20) is at least partially positioned above the upper edge of the grouting container (7).
Preferably, a sealing mechanism (9) is arranged between the outer wall of the grouting pipe (3) and the inner wall of the grouting container (7).
Preferably, the sealing means (9) comprise at least one sealing ring,
the sealing ring is arranged along the circumferential direction of the grouting pipe (3) in the horizontal direction.
Preferably, the variable-diameter grouting anchoring device also comprises a transverse flexible reinforcing rib (13),
the transverse flexible reinforcing ribs (13) are wound on the periphery of the diameter expanding rod (12) along the circumferential direction.
Hinged disc carrier disc 9. the variable-diameter grouting anchoring device according to claim 4, characterized in that it further comprises a carrier disc (8),
bear dish (8) fixed connection in on the movable sleeve (5), slip casting container (7) bear in bear the top of dish (8).
Preferably, the variable-diameter grouting anchoring device further comprises an outer cover (14), an upper connecting piece (15) and a lower connecting piece (16),
the outer cover (14) covers the outside of the diameter expanding rod (12);
the upper part of the outer cover (14) is fixedly connected to the mandrel (1) through an upper connecting piece (15);
the lower part of the outer cover (14) is fixedly connected to the fixed shaft (2) through a lower connecting piece (16). When the borderline grouting anchoring device provided by the invention is applied to grouting operation, as the movable sleeve 5 moves downwards relative to the fixed shaft 2, one end of the first movable connecting piece 17 is hinged to the movable sleeve 5, so that the hinged point of the first movable connecting piece 17 and the movable sleeve 5 also moves downwards relative to the fixed shaft 2 along with the movable sleeve 5, at the moment, under the hinged limiting action between the third movable connecting piece 19 and the fixed shaft 2, the first movable connecting piece 17 rotates anticlockwise by taking the hinged point between the first movable connecting piece 17 and the movable sleeve 5 as a rotation center, the third movable connecting piece 19 rotates clockwise by taking the hinged point between the third movable connecting piece 19 and the fixed shaft 2 as a rotation center, and as a result, the expanding rod 12 is propped by the first movable connecting piece 17 and the third movable connecting piece 19 to realize expanding diameter, therefore, the borderline grouting anchoring device provided by the invention can realize expanding in the construction process, the diameter of the anchoring device is expanded as required.
Drawings
Various other advantages and benefits will become apparent to those of ordinary skill in the art upon reading the following detailed description of the preferred embodiments. The drawings are only for purposes of illustrating the preferred embodiments and are not to be construed as limiting the invention. Also, like reference numerals are used to refer to like parts throughout the drawings.
In the drawings:
fig. 1 is a partial structural schematic view of a variable-diameter grouting anchoring device according to an embodiment of the invention (in which an expanding rod and a movable connecting piece are not shown);
FIG. 2 is a partially enlarged schematic view of a portion C in FIG. 1;
fig. 3 is a schematic structural view of a variable-diameter grouting anchoring device according to an embodiment of the invention in a minimum diameter state;
fig. 4 is a schematic structural view of a variable-diameter grouting anchoring device according to an embodiment of the invention in a maximum diameter state;
fig. 5 is a schematic structural view of a connection relationship between a variable-diameter grouting anchoring device and a housing thereof according to an embodiment of the invention;
fig. 6 is a structural view of a cross section of a variable-diameter grouting anchoring device according to an embodiment of the invention in a minimum-diameter state;
fig. 7 is a structural view of a cross section of a variable-diameter grouting anchoring device according to an embodiment of the invention in a maximum diameter state;
fig. 8 is a structural view showing a cross section of a variable-diameter grouting anchoring device and a housing thereof according to an embodiment of the present invention;
fig. 9 is a partial enlarged view of a portion D in fig. 3;
fig. 10 is a partial enlarged view of portion E of fig. 3;
fig. 11 is a partially enlarged view of portion F in fig. 3.
Detailed Description
The invention aims to solve the problems in the prior art and provides a variable-diameter grouting anchoring device which can expand the diameter of the anchoring device as required in the construction process, so that the variable-diameter grouting anchoring device is more practical.
To further illustrate the technical means and effects of the present invention adopted to achieve the predetermined objects, the following detailed description of the variable diameter grouting anchoring device according to the present invention with reference to the accompanying drawings and preferred embodiments will be made as follows. In the following description, different "one embodiment" or "an embodiment" refers to not necessarily the same embodiment. Furthermore, the features, structures, or characteristics of one or more embodiments may be combined in any suitable manner.
The term "and/or" herein is merely an association describing an associated object, meaning that three relationships may exist, e.g., a and/or B, with the specific understanding that: both a and B may be included, a may be present alone, or B may be present alone, and any of the three cases can be provided.
Referring to the attached drawings 1-11, the variable-diameter grouting anchoring device provided by the invention comprises a fixed shaft 2, a movable sleeve 5 and an expanding assembly. The movable sleeve 5 is sleeved on the periphery of the fixed shaft 2, and a moving pair is formed between the movable sleeve 5 and the fixed shaft 2. The expanding assembly comprises a first movable connecting piece 17, an expanding rod 12 and a third movable connecting piece 19, wherein one end of the first movable connecting piece 17 is hinged to the movable sleeve 5, and the other end of the first movable connecting piece 17 is hinged to the expanding rod 12. One end of the third movable connecting piece 19 is hinged on the fixed shaft 2, and the other end of the third movable connecting piece 19 is hinged on the diameter enlarging rod 12. The expanding assembly comprises a plurality of groups, and the expanding assembly is arranged on the periphery of the movable sleeve along the circumferential direction of the movable sleeve 5.
When the borderline grouting anchoring device provided by the invention is applied to grouting operation, as the movable sleeve 5 moves downwards relative to the fixed shaft 2, one end of the first movable connecting piece 17 is hinged to the movable sleeve 5, so that the hinged point of the first movable connecting piece 17 and the movable sleeve 5 also moves downwards relative to the fixed shaft 2 along with the movable sleeve 5, at the moment, under the hinged limiting action between the third movable connecting piece 19 and the fixed shaft 2, the first movable connecting piece 17 rotates anticlockwise by taking the hinged point between the first movable connecting piece 17 and the movable sleeve 5 as a rotation center, the third movable connecting piece 19 rotates clockwise by taking the hinged point between the third movable connecting piece 19 and the fixed shaft 2 as a rotation center, and as a result, the expanding rod 12 is propped by the first movable connecting piece 17 and the third movable connecting piece 19 to realize expanding diameter, therefore, the borderline grouting anchoring device provided by the invention can realize expanding in the construction process, the diameter of the anchoring device is expanded as required. In this embodiment, in order to ensure the hinge effect between the third movable connecting element 19 and the fixed shaft 2, a first fixed connecting element 10 may be further disposed on the fixed shaft 2, wherein the first fixed connecting element 10 is fixedly connected to the fixed shaft 2, so that there is no relative movement between the first fixed connecting element 10 and the fixed shaft 2, and a hinge point between the third movable connecting element 19 and the fixed shaft 2 is disposed on the first fixed connecting element 10.
The diameter expanding assembly further comprises a second movable connecting piece 18, one end of the second movable connecting piece 18 is hinged to the movable sleeve 5, the other end of the second movable connecting piece 18 is hinged to the diameter expanding rod 12, and a hinge point between the second movable connecting piece 18 and the diameter expanding rod 12 and a hinge point between the third movable connecting piece 19 and the diameter expanding rod 12 are the same hinge point. In this case, when the movable sleeve 5 moves downward relative to the fixed shaft 2, the spreading force applied to the diameter-expanding rod 12 by the second movable connecting piece 18 and the third movable connecting piece 19 is more stable, and the diameter-expanding operation by the diameter-expanding rod 12 is more stable. In practice, the expanding assembly may also comprise a plurality of intermediate mobile connectors (not shown), one end of which is hinged to the mobile sleeve 5 and the other end of which is hinged to the expanding rod 12, in which case the stress points of the expanding rod 12 can be increased, thus further improving its stability to opening.
Wherein, but variable footpath slip casting anchor still includes dabber 1, and dabber 1 wears to locate the center of fixed axle 2 fixedly for there is not relative motion between dabber 1 and the fixed axle 2, and, be provided with the screw thread on the dabber 1. In this case, the variable-diameter grouting anchoring device provided by the invention can be externally connected through the mandrel 1 with threads.
Wherein, but reducing slip casting anchor still includes slip casting pipe 3 and slip casting container 7. The position between the grouting pipe 3 and the fixed shaft 2 is relatively fixed, the position between the grouting container 7 and the movable sleeve 5 is relatively fixed, and the grouting pipe 3 is communicated with the grouting container 7 through a central through hole thereof; a moving pair is formed between the grouting pipe 3 and the grouting container 7, and when the slurry is poured from the grouting pipe 3, the slurry enters the grouting container 7 from the grouting pipe 3. In this embodiment, the grouting pipe 3 is fixedly connected to the fixed shaft 2 through a second fixed connecting member 4. In this case, when the slurry is injected through the injection pipe 3, the injection container 7 moves downward relative to the injection pipe 3 as the injection volume of the slurry in the injection container 7 increases, and at this time, since the position between the injection container 7 and the movable sleeve 5 is relatively fixed, the movable sleeve 5 moves downward relative to the fixed shaft 2 as the injection volume of the slurry in the injection container 7 increases, that is, the injection operation can provide an acting force for the diameter expanding action by the diameter expanding rod 12, and in this case, the diameter expanding action by the diameter expanding rod 12 can be achieved without applying a downward acting force relative to the fixed shaft 2 to the movable sleeve 5 by other external forces, and not only the working efficiency is improved, but also the manpower resources can be saved.
The bottom of the side wall of the grouting pipe 3 is provided with a grout overflow hole 20, wherein the grout overflow hole 20 is completely positioned below the upper edge of the grouting container 7 before the diameter-expanding rod 12 is expanded to be ready; when the expanding rods 12 are spread out ready, the grout outlet 20 is at least partially above the upper edge of the grouting container 7. Normally, the slurry injected through the grouting pipe 3 enters the grouting container 7 through the central through hole of the grouting pipe 3, but when the stroke of downward movement of the grouting container 7 relative to the grouting pipe 3 is large enough to exceed the maximum stroke of the grouting container 7, the slurry injected through the grouting pipe 3 can be filled in the anchor hole for anchoring after the slurry injected continuously through the grouting pipe 3 can overflow through the grout holes 20 provided at the bottom of the sidewall of the grouting pipe 3. In addition, in this case, as long as the grout can enter the anchoring hole, it can be said that the diameter-enlarging rod 12 is already in the expanded state at this time, and it is not necessary to further determine whether the diameter-enlarging rod 12 is in the expanded state, and therefore, the standardized operation of the anchoring process can be realized.
Wherein, a sealing mechanism 9 is arranged between the outer wall of the grouting pipe 3 and the inner wall of the grouting container 7. In this case, it is possible to prevent the slurry injected into the grouting container 7 through the grouting pipe 3 from overflowing from the contact gap between the outer wall of the grouting pipe 3 and the inner wall of the grouting container 7 to affect the work efficiency.
Wherein, sealing mechanism 9 includes at least one sealing washer, and the sealing washer sets up along slip casting 3's circumference in the horizontal direction. In this embodiment, the sealing mechanism 9 includes a first sealing ring 9a and a second sealing ring 9b, the first sealing ring 9a and the second sealing ring 9b are both arranged along the circumferential direction of the grouting pipe 3 in the horizontal direction, wherein the first sealing ring 9a and the second sealing ring 9b can be made of rubber or natural latex, and the like, and the common characteristic of the first sealing ring 9a and the second sealing ring is that a small amount of deformation can occur after being pressed, and through the deformation, a more reliable sealing effect can be obtained.
Wherein, but the variable footpath slip casting anchor still includes horizontal flexible strengthening rib 13. The transverse flexible reinforcing ribs 13 are wound on the periphery of the diameter-expanding rod 12 along the circumferential direction. When the expanding action of the diameter expanding rod 12 is realized only by the action of the first movable connecting piece 17, the second movable connecting piece 18 and the third movable connecting piece 19, the diameter expanding effect between the connecting points is poor easily because the connecting points between the diameter expanding rod 12 and the first connecting piece 17, the second connecting piece 18 and the third connecting piece 19 are few, and after the transverse flexible reinforcing ribs 13 are introduced, the diameter expanding action points of the diameter expanding rod 12 can be encrypted, so that the diameter expanding effect of the diameter expanding rod 12 is better and more reliable.
The variable-diameter grouting anchoring device further comprises a bearing plate 8, the bearing plate 8 is fixedly connected to the movable sleeve 5, and the grouting container 7 is borne above the bearing plate 8. In this case, the tray 8 is used to transmit the downward movement of the grouting container 7 relative to the grouting pipe 3, and at this time, as the grouting container 7 moves downward relative to the grouting pipe 3, the tray 8 is pushed to move downward relative to the grouting pipe 3, and the movable sleeve 3 also moves downward relative to the fixed shaft 2, so that the first movable connecting member 17 and the third movable connecting member 19 can smoothly apply the expanding force to the diameter expanding rod 12. In this embodiment, slip casting container 7 is through its bottom fixed connection in the upper surface that bears dish 8, for example, can be for the welding, or slip casting container 7 bottom sets up has the internal screw thread blind hole, and the upper surface that bears dish 8 is equipped with the spliced pole, be equipped with on this spliced pole can with the external screw thread of this internal thread looks adaptation, under this condition, through this have the internal screw thread blind hole and with the external screw thread of this internal thread looks adaptation, can make slip casting container 7 can fix to the upper surface that bears dish 8.
Wherein, but reducing slip casting anchor still includes articulated dish 6, bears dish 8. The hinged disk 6 is connected to the movable sleeve 5, the hinged point of the first movable connecting piece 17 and the movable sleeve 5 is positioned on the hinged disk 6, and the hinged point of the second movable connecting piece 18 and the movable sleeve 5 is positioned on the bearing disk 8. In this case, the connection between the first movable connecting element 17 and the movable sleeve 5 is realized by the hinge plate 6, and the connection between the second movable connecting element 18 and the movable sleeve 5 is realized by the bearing plate 8, so that the connections between the first movable connecting element 17, the second movable connecting element 18 and the movable sleeve 5 are more reliable. Wherein, the variable diameter grouting anchoring device also comprises an outer cover 14, an upper connecting piece 15 and a lower connecting piece 16. The outer cover 14 covers the outside of the diameter expanding rod 12; the upper part of the outer cover 14 is fixedly connected to the mandrel 1 through an upper connecting piece 15; the lower part of the housing 14 is fixedly connected to the stationary shaft 2 by means of a lower connecting piece 16. In this case, the outer portion of the diameter-expanding rod 12 is entirely covered by the cover 14, and the diameter-expanding effect of the diameter-expanding rod 12 can be further enhanced and secured. In this embodiment, the cover may be made of a flexible material, in which case, when the variable-diameter grouting anchoring device provided by the invention is not expanded, the cover can be matched with the expanding rod without being expanded, and when the variable-diameter grouting anchoring device provided by the invention is in the process of executing the expanding operation or the expanding operation is completed, the cover can be matched with the expanding rod well. Wherein, the flexible material can be textile material, such as cotton cloth, nylon cloth, etc.
In addition, referring to fig. 11, the bottom end of the variable-diameter grouting anchoring device provided by the invention is provided with an anchor head, and the anchor head can be erected to an anchoring part through the tip end of the anchor head.
While preferred embodiments of the present invention have been described, additional variations and modifications in those embodiments may occur to those skilled in the art once they learn of the basic inventive concepts. Therefore, it is intended that the appended claims be interpreted as including preferred embodiments and all such alterations and modifications as fall within the scope of the invention.
It will be apparent to those skilled in the art that various changes and modifications may be made in the present invention without departing from the spirit and scope of the invention. Thus, if such modifications and variations of the present invention fall within the scope of the claims of the present invention and their equivalents, the present invention is also intended to include such modifications and variations.
Claims (10)
1. A variable-diameter grouting anchoring device is characterized by comprising a fixed shaft (2), a movable sleeve (5) and an expanding component;
the movable sleeve (5) is sleeved on the periphery of the fixed shaft (2), and a sliding pair is formed between the movable sleeve (5) and the fixed shaft (2);
the expanding component comprises a first movable connecting piece (17), an expanding rod (12) and a third movable connecting piece (19), wherein,
one end of the first movable connecting piece (17) is hinged with the movable sleeve (5), the other end of the first movable connecting piece (17) is hinged with the diameter expanding rod (12),
one end of the third movable connecting piece (19) is hinged with the fixed shaft (2), the other end of the third movable connecting piece (19) is hinged with the diameter expanding rod (12),
the diameter expanding assembly comprises a plurality of groups, and is arranged on the periphery of the movable sleeve (5) along the circumferential direction of the movable sleeve.
2. Variable-diameter grouting anchoring device according to claim 1, characterised in that the expanding assembly further comprises a second movable connection (18),
one end of the second movable connecting piece (18) is hinged with the movable sleeve (5), the other end of the second movable connecting piece (18) is hinged with the diameter enlarging rod (12), wherein,
the hinge point between the second movable connecting piece (18) and the diameter expanding rod (12) and the hinge point between the third movable connecting piece (19) and the diameter expanding rod (12) are the same hinge point.
3. The variable-diameter grouting anchoring device according to claim 1, characterized in that the device further comprises a mandrel (1), the mandrel (1) is fixedly arranged in the center of the fixed shaft (2) in a penetrating way, so that the mandrel (1) and the fixed shaft (2) do not move relatively, and the mandrel (1) is provided with threads.
4. Variable-diameter grouting anchoring device according to claim 1, characterized in that it further comprises a grouting pipe (3) and a grouting container (7),
the position between the grouting pipe (3) and the fixed shaft (2) is relatively fixed,
the position between the grouting container (7) and the movable sleeve (5) is relatively fixed,
the grouting pipe (3) is communicated with the grouting container (7) through a central through hole thereof;
and a moving pair is formed between the grouting pipe (3) and the grouting container (7), and when slurry is poured from the grouting pipe (3), the slurry enters the grouting container (7) from the grouting pipe (3).
5. The variable-diameter grouting anchoring device according to claim 4, wherein the bottom of the side wall of the grouting pipe (3) is provided with a grout hole (20), wherein,
before the diameter-expanding rod (12) is unfolded to be ready, the slurry overflow hole (20) is completely positioned below the upper edge of the grouting container (7);
when the diameter-enlarging rod (12) is spread out and ready, the slurry overflow hole (20) is at least partially positioned above the upper edge of the grouting container (7).
6. A variable-diameter grouting anchoring device according to claim 4, characterized in that sealing means (9) are provided between the outer wall of the grouting pipe (3) and the inner wall of the grouting container (7).
7. Variable-diameter grouting anchoring device according to claim 6, characterised in that the sealing means (9) comprise at least one sealing ring,
the sealing ring is arranged along the circumferential direction of the grouting pipe (3) in the horizontal direction.
8. Variable-diameter grouting anchoring device according to claim 1, characterised in that it further comprises transverse flexible stiffeners (13),
the transverse flexible reinforcing ribs (13) are wound on the periphery of the diameter expanding rod (12) along the circumferential direction.
9. Variable-diameter grouting anchoring device according to claim 4, characterised in that it further comprises a carrier disc (8),
bear dish (8) fixed connection in on the movable sleeve (5), slip casting container (7) bear in bear the top of dish (8).
10. Variable-diameter grouting anchoring device according to claim 3, characterised in that it further comprises a casing (14), an upper connecting piece (15) and a lower connecting piece (16),
the outer cover (14) covers the outside of the diameter expanding rod (12);
the upper part of the outer cover (14) is fixedly connected to the mandrel (1) through an upper connecting piece (15);
the lower part of the outer cover (14) is fixedly connected to the fixed shaft (2) through a lower connecting piece (16).
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910003306.5A CN109469057A (en) | 2019-01-03 | 2019-01-03 | A kind of variable diameter steelframe slip casting anchor |
| CN2019100033065 | 2019-01-03 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110656649A true CN110656649A (en) | 2020-01-07 |
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Family Applications (3)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910003306.5A Pending CN109469057A (en) | 2019-01-03 | 2019-01-03 | A kind of variable diameter steelframe slip casting anchor |
| CN201911133589.1A Pending CN110656649A (en) | 2019-01-03 | 2019-11-18 | Variable-diameter grouting anchoring device |
| CN201921997912.5U Active CN211143064U (en) | 2019-01-03 | 2019-11-18 | Variable-diameter grouting anchoring device |
Family Applications Before (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910003306.5A Pending CN109469057A (en) | 2019-01-03 | 2019-01-03 | A kind of variable diameter steelframe slip casting anchor |
Family Applications After (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921997912.5U Active CN211143064U (en) | 2019-01-03 | 2019-11-18 | Variable-diameter grouting anchoring device |
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| CN (3) | CN109469057A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111119175A (en) * | 2020-01-17 | 2020-05-08 | 新乡市嘉汇科技有限公司 | Latitudinal rib and variable-diameter grouting anchoring device with latitudinal rib |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111017116B (en) * | 2019-11-11 | 2021-05-25 | 合肥学院 | Construction method of bag type grouting anchoring foundation for mooring net cage |
| CN111021402B (en) * | 2019-11-11 | 2021-05-25 | 合肥学院 | Grouting type anchoring foundation with inner bag and outer bag and construction method thereof |
-
2019
- 2019-01-03 CN CN201910003306.5A patent/CN109469057A/en active Pending
- 2019-11-18 CN CN201911133589.1A patent/CN110656649A/en active Pending
- 2019-11-18 CN CN201921997912.5U patent/CN211143064U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111119175A (en) * | 2020-01-17 | 2020-05-08 | 新乡市嘉汇科技有限公司 | Latitudinal rib and variable-diameter grouting anchoring device with latitudinal rib |
Also Published As
| Publication number | Publication date |
|---|---|
| CN211143064U (en) | 2020-07-31 |
| CN109469057A (en) | 2019-03-15 |
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