CN211006655U - Locking device for underwater glass fiber sleeve - Google Patents
Locking device for underwater glass fiber sleeve Download PDFInfo
- Publication number
- CN211006655U CN211006655U CN201921665461.5U CN201921665461U CN211006655U CN 211006655 U CN211006655 U CN 211006655U CN 201921665461 U CN201921665461 U CN 201921665461U CN 211006655 U CN211006655 U CN 211006655U
- Authority
- CN
- China
- Prior art keywords
- glass fiber
- fiber sleeve
- locking device
- connecting device
- underwater
- 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.)
- Expired - Fee Related
Links
- 239000003365 glass fiber Substances 0.000 title claims description 40
- 239000000463 material Substances 0.000 claims abstract description 11
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 10
- 229910052742 iron Inorganic materials 0.000 claims description 5
- 230000004323 axial length Effects 0.000 claims description 3
- 239000011521 glass Substances 0.000 abstract description 13
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 8
- 210000001503 joint Anatomy 0.000 abstract description 3
- 230000003014 reinforcing effect Effects 0.000 description 4
- 239000002002 slurry Substances 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 239000004593 Epoxy Substances 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Images
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model provides a fine telescopic locking device of glass under water, belongs to the pile foundation field of consolidating, including fine sleeve of glass and inhaling formula connecting device, fine sleeve body of glass is made for flexible material, and the crooked tubular structure that forms is equipped with from inhaling formula connecting device in the both sides seam department of butt joint each other, inhales the principle automatic alignment of connection from inhaling formula connecting device and utilizing magnet mutually. The utility model discloses fine sleeve of glass adopts from inhaling formula connection locking, connects reliable and stable, and it is long when the diver's underwater operation that has significantly reduced, and easy operation, simple to operate.
Description
Technical Field
The utility model belongs to the technical field of building engineering, a fine telescopic locking device of glass under water is related to.
Background
The underwater glass fiber sleeve reinforcing system is also called a jacket method, is a reinforcing technology for reinforcing, repairing and protecting underwater pile foundations and pier studs, mainly comprises underwater epoxy grouting material and customized glass fiber sleeves, and can finish bridge pile repairing and reinforcing of various materials such as concrete piles, steel piles, wood piles and the like under the condition of underwater operation. The existing underwater glass fiber sleeve is complex to operate during construction, long in underwater operation time of divers, potential safety hazards exist, and the construction effect is poor.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a fine telescopic locking device of glass under water to the problem that prior art exists.
The utility model discloses a realize through following technical scheme.
A fine telescopic locking device of glass under water, including fine sleeve of glass and inhaling formula connecting device, fine sleeve body of glass is made for flexible material, the crooked tubular structure that forms, the both sides limit seam department of mutual butt joint is equipped with from inhaling formula connecting device, inhales the principle automatic alignment connection that magnet attracted mutually from inhaling formula connecting device.
Furthermore, from inhaling formula connecting device and being divided into cramp I and cramp II, cramp I is made by iron material, and equidistant a plurality of magnet embeddings on cramp II.
Furthermore, the buckle piece I and the buckle piece II are of an integrated structure with the glass fiber sleeve main body, and the buckle piece I and the buckle piece II are connected and fastened with the glass fiber sleeve through bolts.
Furthermore, the axial length of the buckle piece I is the same as that of the buckle piece II.
A fine telescopic locking device of glass under water be under construction through following step.
(1) The buckle piece I and the buckle piece II are prefabricated by using iron materials, and the length of the buckle piece I and the buckle piece II is slightly longer than the height of the glass fiber sleeve.
(2) And a plurality of hole grooves are reserved on the buckle piece II at equal intervals and are embedded with magnets with the same specification.
(3) The buckling pieces I and the buckling pieces II are respectively installed at the seams at the two sides of the glass fiber sleeve, and the two buckling pieces are respectively connected and fastened with the two sides of the glass fiber sleeve through bolts.
(4) The glass fiber sleeve is unfolded and wraps the pier stud, the length of the sleeve is increased to a reasonable length from top to bottom in a damaged area, and the lower end of the sleeve is embedded into the foundation after the periphery of the pile is cleaned to be flat.
(5) The two side seams of the glass fiber sleeve are adsorbed and closed by a diver, and the sleeve is temporarily fixed by using a fastening belt.
(6) And (5) pouring slurry into the water, and removing the fastening belt after the grouting slurry is solidified at normal temperature.
Further, the buckle piece I is installed on the inner side, and the buckle piece II is installed on the outer side.
Furthermore, the buckling pieces I and the buckling pieces II are subjected to edge covering treatment at the upper end and the lower end of the glass fiber sleeve.
The beneficial effects of the utility model reside in that: the glass fiber sleeve is connected and locked in a self-suction mode, connection is stable and reliable, underwater operation time of divers is greatly reduced, and the glass fiber sleeve is simple to operate and convenient to install.
Drawings
Fig. 1 is a plan view of the glass fiber sleeve of the present invention.
Fig. 2 is a sectional view a-a in fig. 1.
Fig. 3 is the structure schematic diagram of the glass fiber sleeve of the present invention after connection.
Fig. 4 is a sectional view taken along line B-B in fig. 3.
1 is glass fiber sleeve, 2 is from inhaling formula connecting device, 3 is cramp I, 4 is cramp II, 5 is magnet, 6 is the bolt.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only 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.
As shown in fig. 1 and 2, the utility model provides a fine telescopic locking device of glass under water, include fine sleeve 1 of glass and inhale formula connecting device 2 certainly, fine sleeve 1 of glass is made for flexible material, and the crooked tubular structure that forms is equipped with from inhaling formula connecting device 2 in the both sides limit seam department of mutual butt joint, utilizes the principle automatic alignment connection that magnet attracted mutually from inhaling formula connecting device 2.
In this embodiment, from inhaling formula connecting device 2 and being divided into cramp I3 and cramp II 4, cramp I3 is made by iron material, and equidistant a plurality of magnet embeddings of cramp II 4.
The cramp I3 and the cramp II 4 and the glass fiber sleeve body 1 formula structure as an organic whole, cramp I3 and cramp II 4 pass through the bolt 5 with glass fiber sleeve 1 and are connected the fastening.
The axial length of the buckle piece I3 is the same as that of the buckle piece II 4.
The locking device of the underwater glass fiber sleeve is constructed through the following steps.
(1) The buckle pieces I3 and the buckle pieces II 4 are prefabricated by using iron materials, and the length of the buckle pieces is slightly longer than the height of the glass fiber sleeve 1.
(2) And a plurality of hole grooves are reserved on the buckle piece II 4 at equal intervals, and magnets 4 with the same specification are embedded.
(3) The buckling pieces I and the buckling pieces II are respectively arranged at the seams at the two sides of the glass fiber sleeve, and the two buckling pieces are respectively connected and fastened with the two sides of the glass fiber sleeve 1 through bolts 6.
(4) The glass fiber sleeve 1 is unfolded and wrapped on the pier stud, the length of the glass fiber sleeve 1 is increased to a reasonable length from top to bottom in a damaged area, and the lower end of the glass fiber sleeve is embedded into the foundation after the pile periphery is cleaned and leveled.
(5) The two side seams of the glass fiber sleeve 1 are adsorbed and closed by a diver, and the sleeve is temporarily fixed by using a fastening belt.
(6) And (5) pouring slurry into the water, and removing the fastening belt after the grouting slurry is solidified at normal temperature.
In the step (3), the buckle piece I3 is arranged on the inner side, and the buckle piece II 4 is arranged on the outer side.
In the step (3), the fastening pieces I3 and the fastening pieces II 4 are subjected to edge covering treatment at the upper end and the lower end of the glass fiber sleeve.
Claims (6)
1. The underwater glass fiber sleeve locking device is characterized by comprising a glass fiber sleeve and a self-suction type connecting device, wherein a glass fiber sleeve body is made of a flexible material and is bent to form a cylindrical structure, the self-suction type connecting device is arranged at the seam positions of two sides of the two butted sides, and the self-suction type connecting device is connected in an automatic alignment mode by utilizing the magnet attraction principle.
2. The locking device of underwater glass fiber sleeve as claimed in claim 1, wherein the self-priming connecting device comprises a first buckle piece and a second buckle piece, the first buckle piece is made of iron material, and a plurality of magnets are embedded in the second buckle piece at equal intervals.
3. The locking device for the underwater glass fiber sleeve as claimed in claim 2, wherein the buckling piece I and the buckling piece II are integrated with the glass fiber sleeve body, and the buckling piece I and the buckling piece II are connected and fastened with the glass fiber sleeve through bolts.
4. The locking device for underwater glass fiber sleeve as claimed in claim 2, wherein the axial length of the first and second buckling pieces is the same.
5. The locking device for underwater glass fiber sleeve as claimed in claim 2, wherein the first buckle piece is installed at the inner side and the second buckle piece is installed at the outer side.
6. The locking device for the underwater glass fiber sleeve as claimed in claim 2, wherein the buckling pieces I and II are wrapped at the upper and lower ends of the glass fiber sleeve.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921665461.5U CN211006655U (en) | 2019-10-08 | 2019-10-08 | Locking device for underwater glass fiber sleeve |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921665461.5U CN211006655U (en) | 2019-10-08 | 2019-10-08 | Locking device for underwater glass fiber sleeve |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211006655U true CN211006655U (en) | 2020-07-14 |
Family
ID=71473294
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921665461.5U Expired - Fee Related CN211006655U (en) | 2019-10-08 | 2019-10-08 | Locking device for underwater glass fiber sleeve |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211006655U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110593257A (en) * | 2019-10-08 | 2019-12-20 | 南昌大学 | Locking device for underwater glass fiber sleeve and construction method |
-
2019
- 2019-10-08 CN CN201921665461.5U patent/CN211006655U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110593257A (en) * | 2019-10-08 | 2019-12-20 | 南昌大学 | Locking device for underwater glass fiber sleeve and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN209670120U (en) | A kind of precast shear wall | |
| CN206815666U (en) | A kind of connecting node of multilayer wallboard and wallboard and floor | |
| CN205348391U (en) | Take prefabricated beam column rebar mechanical connection node of lag | |
| CN205576955U (en) | Raft foundation's reinforced structure is displaced into to strip footing | |
| CN211006655U (en) | Locking device for underwater glass fiber sleeve | |
| CN208201914U (en) | One kind is faced forever in conjunction with covered back-digging structure | |
| CN108385715A (en) | A kind of assembled stake arch combination retaining wall and its construction method | |
| CN106193644B (en) | Basement reconstruction structure with raft foundation building | |
| CN108978677A (en) | Deep pit digging combined support structure under complicated landform | |
| CN102002950A (en) | Liquid division slip casting reinforcing method for subsurface structure construction joints | |
| CN205776246U (en) | A kind of Structure About Soldier Pile | |
| CN105019472B (en) | Composite fender pile for building basement | |
| KR101469603B1 (en) | Pipe for piperoof with multipurpose solidarizing tube and construction method using this pipe | |
| CN104594343B (en) | A kind of assembled stake and its construction method | |
| CN105544559B (en) | The structure and method of pattern foundation pit supporting structure are carried out using prefabricated components | |
| CN204298836U (en) | A kind of pile film cofferdam skeleton structure | |
| CN106284415A (en) | A kind of water intake caisson hang floating construction method | |
| CN110593257A (en) | Locking device for underwater glass fiber sleeve and construction method | |
| JPS58178706A (en) | Caisson and its setting | |
| CN105484270A (en) | Reinforcement protection construction method of high steep old rubble retaining wall adjacent to deep foundation pit | |
| CN209227865U (en) | A kind of assembled overlaid plate type concrete system splicing waterproof construction | |
| CN105019400B (en) | Compound supporting pile structure | |
| CN209353467U (en) | A kind of assembled steel reinforced concrete column and reinforced beam connection structure entirely | |
| CN204825964U (en) | A compound retaining pile for building basement | |
| CN204780894U (en) | Can dismantle steel protects wound packages and puts |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200714 |