CN213268028U - Square glass fiber sleeve for reinforcing underwater pile foundation - Google Patents

Square glass fiber sleeve for reinforcing underwater pile foundation Download PDF

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Publication number
CN213268028U
CN213268028U CN202021986137.6U CN202021986137U CN213268028U CN 213268028 U CN213268028 U CN 213268028U CN 202021986137 U CN202021986137 U CN 202021986137U CN 213268028 U CN213268028 U CN 213268028U
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China
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sleeve
main body
sleeve main
glass fiber
pile foundation
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CN202021986137.6U
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Chinese (zh)
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徐温
李风宁
罗仕刚
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Carbo Technology Group Co ltd
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Carbo Technology Group Co ltd
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Priority to CN202021986137.6U priority Critical patent/CN213268028U/en
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Abstract

The utility model discloses a square glass fiber sleeve for reinforcing an underwater pile foundation, which comprises a sleeve main body, a limiter and a fixing part; the sleeve body is composed of two half sleeves which are spliced with each other, and splicing plates are integrally arranged on the outer sides of the edges of the half sleeves; the plurality of limiters are uniformly distributed and fixedly arranged on the inner wall of the sleeve main body; the mounting is provided with a plurality of, equidistant setting on the splice plate. The utility model discloses a fine sleeve of square glass simple installation, the construction period can be consolidated to the reducible, and structural strength is high, has ensured reinforced structure's construction quality.

Description

Square glass fiber sleeve for reinforcing underwater pile foundation
Technical Field
The utility model relates to a building reinforcement technical field especially relates to a fine sleeve of square glass for consolidating pile foundation under water.
Background
Compared with a steel sleeve, the glass fiber sleeve is convenient and fast in construction process, and the reinforcing period is greatly shortened. In addition, the material has the advantages of high strength, good mechanical stability, corrosion resistance, excellent UV resistance, no toxicity and the like, so that the material becomes an ideal reinforcing material for the steel pier column. At present, the glass fiber sleeve is perfect in production process and has the capacity of large-scale production. The product has the outstanding advantages of certain flexibility, no maintenance, dry and wet resistance, cold and hot resistance, freeze thawing interaction and the like. The method is widely applied to the repair and reinforcement of the existing buildings in China.
The reinforcing demand of the pile foundation under water of special construction can't be satisfied to the fine sleeve of conventional glass, and ordinary sleeve need destroy sleeve original structure to complicated square structure and restores, has certain influence to sleeve intensity itself.
SUMMERY OF THE UTILITY MODEL
For solving above-mentioned defect among the prior art or not enough, the utility model provides a fine sleeve of square glass for consolidating pile foundation under water.
The utility model provides a square glass fiber sleeve for reinforcing an underwater pile foundation, which comprises a sleeve main body, a limiter and a fixing part; wherein the content of the first and second substances,
the cross section of the sleeve main body is rectangular, the sleeve main body is composed of two half sleeves which are spliced with each other, splicing seams of the two half sleeves are arranged along the axial direction of the sleeve main body, and splicing plates are integrally arranged on the outer sides of the edges of the half sleeves at the splicing seams;
the plurality of limiters are uniformly distributed and fixedly arranged on the inner wall of the sleeve main body and used for controlling the distance between the inner wall of the sleeve main body and the outer wall of the pile foundation;
the fixing pieces are arranged on the splicing plates at equal intervals along the axial direction of the sleeve main body and used for fixing the two splicing plates which are positioned on the same side of the sleeve main body.
Preferably, the splicing seam is arranged on a center line of the side wall of the sleeve main body.
Preferably, the stopper is hemispherical, cylindrical or truncated cone-shaped, and the stopper is arranged on the inner wall of the sleeve main body in a rhombic distribution.
Preferably, the fixing piece is a bolt or a stainless steel nail.
Compared with the prior art, the beneficial effects of the utility model are that:
the square glass fiber sleeve is formed by splicing two half sleeves and is used for a reinforcing structure of an underwater square pier stud, compared with the original installation mode of repairing the underwater square pier stud after damage, the glass fiber sleeve is convenient and quick to install, and the construction period can be effectively shortened; and structural strength has also obtained very big promotion, has ensured reinforced structure's construction quality.
It should be understood that what is described in this summary section is not intended to limit key or critical features of embodiments of the invention, nor is it intended to limit the scope of the invention. Other features of the present invention will become apparent from the following description.
Drawings
Other features, objects and advantages of the invention will become more apparent upon reading of the detailed description of non-limiting embodiments made with reference to the following drawings:
FIG. 1 is a schematic structural view of a square glass fiber sleeve for reinforcing an underwater pile foundation;
FIG. 2 is a schematic top view of a square fiberglass sleeve;
FIG. 3 is a schematic top view of a preferred embodiment of a square fiberglass sleeve;
fig. 4 is a schematic view of the internal structure of the half-sleeve.
Reference numbers in the figures: 1. a sleeve body; 2. a stopper; 3. a fixing member;
11. a half sleeve; 12. splicing seams; 13. and (6) splicing plates.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings and examples. It is to be understood that the specific embodiments described herein are merely illustrative of the relevant invention and are not limiting of the invention. It should be noted that, for convenience of description, only the portions related to the present invention are shown in the drawings.
It should be noted that, in the present invention, the embodiments and features of the embodiments may be combined with each other without conflict. The present invention will be described in detail below with reference to the accompanying drawings in conjunction with embodiments.
Referring to fig. 1 to 4, an embodiment of the present invention provides a square glass fiber sleeve for reinforcing an underwater pile foundation, including a sleeve main body 1, a stopper 2 and a fixing member 3; wherein the content of the first and second substances,
the cross section of the sleeve main body 1 is rectangular, the sleeve main body 1 is composed of two half sleeves 11 which are spliced with each other, splicing seams 12 of the two half sleeves 11 are arranged along the axial direction of the sleeve main body 1, and splicing plates 13 are integrally arranged on the outer sides of the edges of the half sleeves 11 at the splicing seams 12;
the plurality of stoppers 2 are uniformly distributed and fixedly arranged on the inner wall of the sleeve main body 1 and used for controlling the distance between the inner wall of the sleeve main body 1 and the outer wall of the pile foundation;
the fixing piece 3 is provided with a plurality of fixing pieces, and the fixing pieces are arranged on the splicing plates 13 at equal intervals along the axial direction of the sleeve main body 1 and used for fixing the two splicing plates 13 which are positioned on the same side of the sleeve main body 1.
In this embodiment, for the reasonable reinforcement treatment to square pile foundation under water of laminating more, design sleeve main part 1 into with the pile foundation to the rectangle section structure that matches. For the telescopic installation of glass fiber in the convenient reinforcement process, design into the form that adopts two half sleeves 11 to assemble with sleeve main part 1, and half sleeve 11 highly lower relatively, also convenient transportation. The splice joint 12 department of assembling at half sleeve 11 sets up the splice plate 13 of pterygoid lamina formula, through fixing the splice plate 13 that corresponds, has realized 11 concatenations between the half sleeve and has fixed. Compared with the original installation method that the glass fiber sleeve is firstly damaged, then the glass fiber sleeve is sleeved on the periphery of a pile foundation and finally repaired, the glass fiber sleeve is more reasonable in structural design, high in structural strength and convenient to install, the construction period is shortened, and the construction quality of the reinforced structure is ensured.
The half-sleeve 13 of the present application also employs a new process in the manufacturing process. The corner of the half sleeve 13 is not formed by bending the glass fiber cloth and the resin after the composite molding, and the bent corner is easy to break, so that the structural strength is relatively low. The half sleeve 13 of this application has adopted the mold processing, lays the fine cloth of glass according to the trend of mould on the mould, and the fine cloth of glass that has certain flexibility forms the turning earlier, then immerses resin glue on the fine cloth of glass and carries out compound solidification shaping. The half-sleeve 13 processed by the method has the same structural strength at the corner as the plane part, and the whole structural strength is higher.
Stopper 2 sets up on the inner wall of sleeve main part 1, through stopper 2's height, the thickness of epoxy grout material between control sleeve main part 1 that can be accurate and the pile foundation, and the thickness of epoxy grout material is even.
When the glass fiber sleeve of this application is consolidated the pile foundation, at first clear up the surface of pile foundation, at the inner wall bottom installation sealing strip of two half sleeves 11. Then, coating sealing glue on the inner walls of the splicing plates 13 of the two half-sleeves 11, correspondingly sleeving the two half-sleeves 11 on the pile foundation, sealing the splicing seams 12 of the two half-sleeves 11 by the sealing glue, and fixedly binding the two half-sleeves 11 by adopting a fastening belt so as to enable the stopper 2 to be completely attached to the outer wall of the pile foundation; and fixing the corresponding splicing plates 13 by using the fixing pieces 3 to connect the two half sleeves 11 into a whole. After the fine sleeve of glass is installed, mix epoxy grout material, inject epoxy grout material into the cavity between fine sleeve of glass and the pile foundation, paint the capping at fine sleeve of glass's top and glue, wait to demolish the fastening area after epoxy grout material solidifies, accomplished the reinforcement of pile foundation promptly. The construction is quick and convenient, and the construction cost is saved.
In a preferred embodiment, as shown in FIG. 3, the splice seam 13 is disposed on the centerline of the sidewall of the sleeve body 1. Namely, the splice plates 13 have the same distance from the corners, so that the four corners of the sleeve body 1 are uniformly stressed, and local damage is avoided.
In a preferred embodiment, as shown in fig. 4, the position limiter 2 is in a hemispherical shape, a cylindrical shape or a truncated cone shape, the position limiter 2 is arranged on the inner wall of the sleeve main body 1 in a rhombus distribution, and when the fastening belt binds the position limiter, the position limiter 2 has a better supporting effect, and the sleeve main body 1 is ensured not to deform.
In a preferred embodiment, the fixing member 3 is a bolt or a stainless steel nail. Bolts are adopted for fixing, threaded holes need to be formed in the splice plates 13 firstly, the threaded holes corresponding to the splice plates 13 need to be aligned during installation, the fixation is firm, but the installation is relatively troublesome; the stainless steel nails are adopted for fixing, holes do not need to be formed in the splice plates firstly, and a nail gun is adopted for directly nailing the splice plates into the fixed positions, so that the stainless steel nail is simple, convenient and quick to install, but the fixing effect is relatively poor. When the reinforcing installation is carried out, the corresponding fixing piece 3 can be selected according to actual requirements.
In the description of the present specification, the terms "connect", "mount", "fix", and the like are to be understood in a broad sense, for example, "connect" may be a fixed connection, a detachable connection, or an integral connection; may be directly connected or indirectly connected through an intermediate. The specific meaning of the above terms in the present application can be understood by those of ordinary skill in the art as appropriate.
In the description of the present application, the description of the terms "one embodiment," "some embodiments," etc. means that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the application. In this specification, the schematic representations of the terms used above do not necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.
The above description is only a preferred embodiment of the present application and is not intended to limit the present application, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, improvement and the like made within the spirit and principle of the present application shall be included in the protection scope of the present application.

Claims (4)

1. A square glass fiber sleeve for reinforcing an underwater pile foundation is characterized by comprising a sleeve main body, a limiter and a fixing piece; wherein the content of the first and second substances,
the cross section of the sleeve main body is rectangular, the sleeve main body is composed of two half sleeves which are spliced with each other, splicing seams of the two half sleeves are arranged along the axial direction of the sleeve main body, and splicing plates are integrally arranged on the outer sides of the edges of the half sleeves at the splicing seams;
the plurality of limiters are uniformly distributed and fixedly arranged on the inner wall of the sleeve main body and used for controlling the distance between the inner wall of the sleeve main body and the outer wall of the pile foundation;
the fixing pieces are arranged on the splicing plates at equal intervals along the axial direction of the sleeve main body and used for fixing the two splicing plates which are positioned on the same side of the sleeve main body.
2. The square fiberglass sleeve of claim 1, wherein the splice seam is disposed on a centerline of the sidewall of the sleeve body.
3. The square glass fiber sleeve of claim 2, wherein the position limiter is hemispherical, cylindrical or truncated cone-shaped, and the position limiter is arranged on the inner wall of the sleeve body in a diamond shape.
4. The square glass fiber sleeve of claim 3, wherein the fixing member is a bolt or a stainless steel nail.
CN202021986137.6U 2020-09-11 2020-09-11 Square glass fiber sleeve for reinforcing underwater pile foundation Active CN213268028U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202021986137.6U CN213268028U (en) 2020-09-11 2020-09-11 Square glass fiber sleeve for reinforcing underwater pile foundation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202021986137.6U CN213268028U (en) 2020-09-11 2020-09-11 Square glass fiber sleeve for reinforcing underwater pile foundation

Publications (1)

Publication Number Publication Date
CN213268028U true CN213268028U (en) 2021-05-25

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Application Number Title Priority Date Filing Date
CN202021986137.6U Active CN213268028U (en) 2020-09-11 2020-09-11 Square glass fiber sleeve for reinforcing underwater pile foundation

Country Status (1)

Country Link
CN (1) CN213268028U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114808956A (en) * 2022-05-14 2022-07-29 浙江大学 Offshore wind power steel pipe pile reinforcing and repairing construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114808956A (en) * 2022-05-14 2022-07-29 浙江大学 Offshore wind power steel pipe pile reinforcing and repairing construction method

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