CN110541417A - Anchor cable of continuous basalt fiber composite reinforcement - Google Patents
Anchor cable of continuous basalt fiber composite reinforcement Download PDFInfo
- Publication number
- CN110541417A CN110541417A CN201910947990.2A CN201910947990A CN110541417A CN 110541417 A CN110541417 A CN 110541417A CN 201910947990 A CN201910947990 A CN 201910947990A CN 110541417 A CN110541417 A CN 110541417A
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- Prior art keywords
- fiber composite
- basalt fiber
- continuous basalt
- flange
- pipe
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- 229920002748 Basalt fiber Polymers 0.000 title claims abstract description 108
- 239000002131 composite material Substances 0.000 title claims abstract description 106
- 230000002787 reinforcement Effects 0.000 title claims abstract description 36
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 79
- 239000010959 steel Substances 0.000 claims abstract description 79
- 210000002435 tendon Anatomy 0.000 claims abstract description 49
- 238000004873 anchoring Methods 0.000 claims abstract description 33
- 239000000463 material Substances 0.000 claims abstract description 25
- 239000002002 slurry Substances 0.000 claims abstract description 16
- 239000011440 grout Substances 0.000 claims description 9
- 230000000149 penetrating effect Effects 0.000 claims description 4
- 238000005520 cutting process Methods 0.000 claims description 3
- 239000003822 epoxy resin Substances 0.000 claims description 3
- 229920000647 polyepoxide Polymers 0.000 claims description 3
- 239000003292 glue Substances 0.000 claims description 2
- 238000004519 manufacturing process Methods 0.000 claims description 2
- 238000007788 roughening Methods 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 12
- 230000002093 peripheral effect Effects 0.000 abstract description 5
- 239000002689 soil Substances 0.000 abstract description 5
- 230000007797 corrosion Effects 0.000 description 4
- 238000005260 corrosion Methods 0.000 description 4
- 238000010008 shearing Methods 0.000 description 3
- 101100334009 Caenorhabditis elegans rib-2 gene Proteins 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 2
- 239000004567 concrete Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 239000004593 Epoxy Substances 0.000 description 1
- 239000002253 acid Substances 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 239000003513 alkali Substances 0.000 description 1
- 239000002585 base Substances 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 238000010924 continuous production Methods 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 239000012761 high-performance material Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 229910052755 nonmetal Inorganic materials 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 125000000391 vinyl group Chemical group [H]C([*])=C([H])[H] 0.000 description 1
- 229920002554 vinyl polymer Polymers 0.000 description 1
- 238000004804 winding Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/02—Foundation pits
- E02D17/04—Bordering surfacing or stiffening the sides of foundation pits
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Piles And Underground Anchors (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
an anchor cable of a continuous basalt fiber composite reinforcement material comprises a grouting pipe (1), a steel strand (6), an anchorage device for applying prestress, a continuous basalt fiber composite reinforcement bundle (2), a flange connection structure and a PVC pipe (12). The anchor cable connects the continuous basalt fiber composite reinforcement bundle and the steel strand together through a flange connection structure and an anchorage device applying prestress; the continuous basalt fiber composite tendon is arranged in a PVC pipe through a plurality of positioning centralizers (3) which are uniformly distributed; and a section of grouting anchoring slurry pipe is embedded in the grouting pipe, and anchoring slurry enters the flange from the grouting anchoring slurry pipe to tightly connect the continuous basalt fiber composite reinforcement bundle and the steel strand together. The continuous basalt fiber composite bar anchor cable provided by the invention can replace steel strands, high-strength steel wires and the like to become main tensile bars; the anchor cable steel material has low shear strength while meeting the tensile strength, so that the anchor cable steel material remained in a soil layer can be cut easily during later-stage peripheral engineering construction.
Description
Technical Field
The invention relates to an anchor cable of a continuous basalt fiber composite reinforcement material, and belongs to the technical field of civil engineering.
Background
With the development of times, people have more and more demands on underground space, so that the construction of underground engineering is increased. Excavation supporting engineering is underground works's important component, can use the anchor rope to consolidate the foundation ditch surrounding soil body usually, and the anchor rope that uses at present is mostly reinforcing bar and steel strand wires material. The anchor cable made of steel has poor corrosion resistance, an additional corrosion-resistant process is often required, and the construction is complex; and the anchor rope is difficult for retrieving, generally stays in the soil layer, to the peripheral engineering in later stage, meets this type of obstacle during the construction, and it is very inconvenient to cut the steel strand wires, has brought the difficulty for the construction.
The basalt fiber is an inorganic nonmetal fiber, has the comprehensive properties of high strength, good durability, corrosion resistance (acid and alkali resistance) and the like, has moderate cost performance, and is an economic, green, environment-friendly and high-performance material. The basalt fiber composite rib is a novel building material which is prepared by adding vinyl resin (epoxy resin) into high-strength basalt fiber, and performing pultrusion, winding, surface coating, composite molding and continuous production through a production line. The expansion coefficient of the basalt fiber composite bar is similar to that of concrete, and large temperature stress cannot be generated between the basalt fiber composite bar and the concrete; its tensile strength is about 3 times that of reinforcing steel bar, and its density is about 1/3 times that of reinforcing steel bar. In particular to a Continuous Basalt Fiber (CBF), which has weaker shearing resistance, is easy to cut and is convenient for the construction of the peripheral engineering in the later period.
disclosure of Invention
The invention aims to solve the problems that an anchor cable steel strand is difficult to remove in the later peripheral engineering construction process and the like.
The anchor cable of the continuous basalt fiber composite reinforcement comprises a grouting pipe, a steel strand and an anchorage device for applying prestress; the device also comprises a continuous basalt fiber composite tendon bundle, a flange connection structure and a PVC pipe. The anchor cable connects the continuous basalt fiber composite reinforcement bundle and the steel strand together through the flange connecting structure and the anchorage applying prestress; the continuous basalt fiber composite tendon is arranged in the PVC pipe through a plurality of positioning centralizers which are uniformly distributed; and a section of grouting anchoring slurry pipe is embedded in the grouting pipe, and anchoring slurry enters the flange from the grouting anchoring slurry pipe to tightly connect the continuous basalt fiber composite reinforcement bundle and the steel strand together.
the flange connecting structure consists of a pair of identical flanges and two identical anchors, and the two anchors are respectively arranged in the two flanges; one anchorage device is connected with the continuous basalt fiber composite tendon bundle and the grouting pipe; the other anchorage device is connected with the steel strand.
The flange consists of a pair of flange plates, a pair of steel sleeves, a pair of flaring ports and a rubber gasket; fixed by four bolts; the flaring is embedded and fixed in a circular hole of a central step of the flange plate, the steel sleeve is embedded in the central hole of the flaring, and the anchorage device is placed in the flaring of the flange to form a left connecting structure of the flange; the same flaring, flange plate, steel sleeve and anchor form the right connecting structure of the flange; the left connecting structure of the flange and the right connecting structure of the flange are relatively folded, a rubber gasket is padded in the middle and aligned with the mounting holes of the two flange plates, and the left and right connecting structures of the flange are connected into a whole through bolts and nuts.
The anchor devices are placed in the flaring of the flange, and when the flange is used, the two anchor devices in the flange are respectively connected with the continuous basalt fiber composite reinforcement bundle, the grouting pipe and the steel strand in advance; the interior of the anchor is filled with epoxy resin type anchoring glue, so that the continuous basalt fiber composite tendon, the grouting pipe and the steel strand are connected with the anchorage device more tightly.
The continuous basalt fiber composite tendon and the steel strand are fixed after penetrating out of the anchorage device, a clamping piece structure is adopted, namely, after the continuous basalt fiber composite tendon or the steel strand is clamped by two clamping pieces, the small-diameter end of each clamping piece is directly embedded into an anchorage device hole.
the positioning centralizer is cylindrical, a plurality of through holes are formed in the positioning centralizer in the axial direction, a grouting pipe hole is formed in the center of the positioning centralizer, and a plurality of continuous basalt fiber composite tendon holes are uniformly distributed on the periphery of the positioning centralizer.
The prestressed anchorage device consists of a backing plate, an anchor ring and a clamping piece; roughening the inner parts of the anchor ring and the clamping piece; the clamping piece is formed by cutting a circular table with an axial inner hole into two parts from the middle axial direction; after the two clamping pieces clamp the steel strand, the steel strand is embedded into the anchor ring, so that the steel strand is installed and fixed in the anchor device, and the other end of the anchor device is installed on the base plate.
Quincunx grout outlet holes are uniformly distributed in the anchoring section of the grouting pipe; and a small-diameter grouting anchoring pipe is embedded from the head part of the grouting pipe to the flange part.
The continuous basalt fiber composite tendon bundles are dispersedly arranged around the grouting pipe and are fixedly connected by a positioning centering device.
An anchor cable of a continuous basalt fiber composite reinforcement material is prepared by the following steps:
(1) And (5) preparing materials. The device comprises a continuous basalt fiber composite tendon bundle, a grouting pipe, a steel strand, a prestressed anchor fitting, a flange connecting structure fitting, a positioning centralizer and a PVC pipe.
Determining the number of the continuous basalt fiber composite tendon bundles, and selecting a corresponding anchorage device and a positioning centering device.
(2) Determining continuous basalt fiber composite tendon bundles and grouting pipes with certain lengths, and sequentially inserting the continuous basalt fiber composite tendon bundles and the grouting pipes into corresponding holes of the plurality of positioning centralizers; the grouting pipe is inserted into the central hole, and the continuous basalt fiber composite tendon bundles are uniformly distributed in the holes in the outer circumferential area of the central hole; the positioning centering device connects the continuous basalt fiber composite tendons dispersed around the grouting pipe and the grouting pipe into a whole;
(3) inserting continuous basalt fiber composite tendons and grouting pipes which are arranged in a plurality of positioning centralizers into a PVC pipe; the plurality of positioning centralizers are uniformly distributed in the length direction of the continuous basalt fiber composite tendon and the grouting pipe; the grouting pipe extends out of one end of the PVC pipe, and a small-diameter grouting anchoring pipe is embedded from the head part of the grouting pipe to the flange part;
(4) At the other end of the PVC pipe, inserting one end of the continuous basalt fiber composite rib bundle and the grouting pipe, which extend out of the steel sleeve, the flaring and the flange plate, into the corresponding hole of the anchorage device, clamping each continuous basalt fiber composite rib by a pair of clamping pieces, and then embedding the continuous basalt fiber composite rib back into the hole of the anchorage device, fixing one end of the continuous basalt fiber composite rib in the anchorage device to form a half flange connection structure;
(5) embedding one end of a steel strand into a steel sleeve, a flaring and a flange; penetrating out of the corresponding hole of the anchorage device, clamping the anchorage device by a pair of clamping pieces, inserting the anchorage device back into the hole of the anchorage device, and fixing one end of the steel strand in the anchorage device to form the other half of the flange connecting structure;
(6) the other end of the steel strand penetrates through the base plate, is clamped by the pair of clamping pieces and then is embedded into the anchor ring, and one end of the steel strand is fixed in the anchor applying prestress;
(7) Folding the half flange connecting structure provided with the continuous basalt fiber composite tendon and the half flange connecting structure provided with the steel hinge line, inserting a rubber gasket in the middle, and combining the flange connecting structures into a whole by using a bolt;
(8) And a section of grouting anchoring slurry pipe is embedded in the grouting pipe, and anchoring slurry enters the flange from the grouting anchoring slurry pipe to tightly connect the continuous basalt fiber composite reinforcement bundle and the steel strand together.
the continuous basalt fiber composite bar anchor cable provided by the invention can replace steel strands, high-strength steel wires and the like to become main tensile bars; the anchor cable steel material has low shear strength while meeting the tensile strength required by engineering, so that the anchor cable steel material remained in a soil layer can be cut easily during later-stage peripheral engineering construction. The steel strand is adopted to replace the continuous basalt fiber composite tendon at the anchorage device for applying the prestress, so that the continuous basalt fiber composite tendon can be prevented from being damaged by shearing when the prestress is applied. Besides, the invention also has the advantages of light weight, high strength, convenient transportation, corrosion resistance and good durability.
Drawings
FIG. 1 is a schematic structural view of a continuous basalt fiber composite rib anchor cable of the present invention;
FIG. 2 is a partial schematic view of the construction of a grouting pipe according to the present invention; FIG. 3 is a schematic view of a grouting pipe structure;
FIG. 4 is a schematic view of the anchor construction; FIG. 5 is a schematic view of a clamp block structure;
FIG. 6 is a schematic view of an anchor ring structure; FIG. 7 is a schematic view of a construction of a backing plate;
FIG. 8 is a schematic view of a positioning centralizer; FIG. 9 is a schematic view of a flange configuration;
FIG. 9 (a) is a schematic view of a flange and flare mounting structure;
FIG. 9 (b) is a schematic structural view of a steel sleeve;
FIG. 9 (c) is a schematic view of a flare structure;
FIG. 9 (d) is a schematic view of a rubber gasket structure;
in the figure, 1 is a grouting pipe; 2 is a continuous basalt fiber composite tendon; 3, a positioning centering device, 3-1, a continuous basalt fiber composite tendon hole, and 3-2, a grouting pipe hole; 4 is an anchorage device; 5 is a flange; 5-1 is a flange, 5-2 is a steel sleeve, 5-3 is a flaring, 5-4 is a rubber gasket, and 5-5 is a bolt and a nut; 5-6 are flange plate mounting holes; 6 is a steel strand; 7 is a spiral reinforcing rib; 8 is a backing plate; 9 is an anchor ring; 10 is a clamping piece; 11 is a steel sleeve; 12 is a PVC pipe; 13 is a grouting and anchoring grout pipe; and 14 is a slurry outlet.
Detailed Description
Fig. 1 shows an anchor cable of a continuous basalt fiber composite reinforcement material according to this embodiment, and the anchor cable of a continuous basalt fiber composite reinforcement material according to this embodiment is composed of a plurality of continuous basalt fiber composite reinforcement bundles 2 and a plurality of positioning centralizers 3. The positioning centering device 3 connects the continuous basalt fiber composite tendon 2 dispersed around the grouting pipe 1 and the grouting pipe 1 into a whole.
As shown in fig. 2 and fig. 3, in the grouting pipe 1 of the anchor cable of the present embodiment, quincunx grout outlet holes 1-1 are uniformly distributed on the body of the anchoring section, a small-diameter grouting anchoring grout pipe 13 is embedded from the head of the grouting pipe 1 to the flange 5, and anchoring grout enters the flange 5 from the grouting pipe to tightly connect the continuous basalt fiber composite tendon 2 and the steel strand 6 together. The anchoring paste may be an epoxy type anchoring adhesive.
As shown in fig. 4 to 7, the anchor device at the prestressed portion of the anchor cable according to the present embodiment is composed of a backing plate 8, an anchor ring 9 and a clamping piece 10. The anchor ring 9 and the clip 10 are internally roughened.
As shown in fig. 8, the center of the positioning centering device 3 used in this embodiment is a grouting pipe hole 3-2, and continuous basalt fiber composite tendon holes 3-1 are uniformly distributed around the grouting pipe hole 3-2. The number of the continuous basalt fiber composite rib bundle holes 3-2 is determined according to actual engineering conditions.
As shown in FIG. 9, the flange used in this embodiment is composed of a pair of flanges 9-1, a pair of steel sleeves 9-2, a pair of flares 9-3, and a rubber washer 9-4, and is fixed by four bolts 9-5.
The anchor cable of the continuous basalt fiber composite reinforcement material comprises the following preparation method steps:
(1) and (5) preparing materials. The device comprises a continuous basalt fiber composite tendon bundle 2, a grouting pipe 1, a steel strand 6, a prestressed anchorage device fitting, a flange connecting structure fitting, a positioning centering device and a PVC pipe 12.
determining the number of the continuous basalt fiber composite tendon bundles 2, and selecting corresponding anchorage devices 4 and positioning centralizers 3.
(2) Determining continuous basalt fiber composite tendons and grouting pipes with certain lengths, and sequentially inserting the continuous basalt fiber composite tendons 2 and the grouting pipes 1 into corresponding holes of the positioning centralizers 3; the grouting pipe 1 is inserted into the central hole, and the continuous basalt fiber composite tendon 2 is uniformly distributed in the hole in the outer circumferential area of the central hole; the positioning centering device 3 connects the continuous basalt fiber composite tendon 2 dispersed around the grouting pipe 1 and the grouting pipe 1 into a whole.
(3) Inserting the continuous basalt fiber composite tendon 2 and the grouting pipe 1 which are installed in the plurality of positioning centralizers 3 into the PVC pipe 12; the plurality of positioning centralizers 3 are uniformly distributed in the length direction of the continuous basalt fiber composite tendon 2 and the grouting pipe 1; the grouting pipe 1 extends out of one end of the PVC pipe 12, and a small-diameter grouting anchoring pipe 13 is embedded from the head of the grouting pipe 1 to the flange 5.
(4) at the other end of the PVC pipe 12, after one end of the continuous basalt fiber composite rib bundle 2 and the grouting pipe 1 which extend out is embedded into a steel sleeve 5-2, a flaring 5-3 and a flange 5-1, the continuous basalt fiber composite rib bundle penetrates out of a corresponding hole of an anchorage device 4, after each continuous basalt fiber composite rib 2 is clamped by a pair of clamping pieces 10, the continuous basalt fiber composite rib bundle is inserted back into the hole of the anchorage device, and one end of the continuous basalt fiber composite rib 2 is fixed in the anchorage device 4, so that a half flange connection structure is formed.
(5) Inserting one end of a steel strand into a steel sleeve 5-2, a flaring 5-3 and a flange 5-1; and the steel strand penetrates out of a corresponding hole of the anchorage device 4, is clamped by a pair of clamping pieces 10 and then is inserted back and embedded into the hole of the anchorage device, and one end of the steel strand is fixed in the anchorage device 4 to form the other half of the flange connection structure.
(6) the other end of the steel strand 6 passes through the backing plate 8, is clamped by a pair of clamping pieces 10 and then is embedded into the anchor ring 9, and one end of the steel strand 6 is fixed in the anchor applying prestress.
(7) And folding the half flange connecting structure provided with the continuous basalt fiber composite tendon 2 and the half flange connecting structure provided with the steel hinge line 6, inserting a rubber gasket 5-4 in the middle, and combining the flange 5 connecting structures into a whole by using a bolt 5-5.
(8) A section of grouting anchoring grout pipe 13 is embedded in the grouting pipe 1, and anchoring grout enters the flange 5 from the grouting anchoring grout pipe to tightly connect the continuous basalt fiber composite reinforcement bundle 2 and the steel stranded wire 6 together.
in summary, the anchor cable provided in this embodiment uses the continuous basalt fiber composite tendon as the main tensile material, and uses the positioning centering device for connection and positioning. And the steel strand is adopted to replace the continuous basalt fiber composite tendon at the prestressed application position, so that the shearing damage is avoided or the prestress design value is not reached. The anchor rope that this embodiment provided has high tensile strength, low quality, low shear strength, the advantage of easy cutting, can solve the hindrance problem that brings for other engineering construction as leaving over the anchor rope in the soil layer betterly.
Claims (10)
1. an anchor cable of a continuous basalt fiber composite reinforcement material comprises a grouting pipe, a steel strand and an anchorage device for applying prestress; the device is characterized by also comprising a continuous basalt fiber composite tendon, a flange connection structure and a PVC pipe; the anchor cable connects the continuous basalt fiber composite reinforcement bundle and the steel strand together through the flange connecting structure and the anchorage applying prestress; the continuous basalt fiber composite tendon is arranged in the PVC pipe through a plurality of positioning centralizers which are uniformly distributed; and a section of grouting anchoring slurry pipe is embedded in the grouting pipe, and anchoring slurry enters the flange from the grouting anchoring slurry pipe to tightly connect the continuous basalt fiber composite reinforcement bundle and the steel strand together.
2. The anchor cable of the continuous basalt fiber composite reinforcement material as claimed in claim 1, wherein the flange connection structure is composed of a pair of identical flanges and two identical anchors, and the two anchors are respectively installed in the two flanges; one anchorage device is connected with the continuous basalt fiber composite tendon bundle and the grouting pipe; the other anchorage device is connected with the steel strand.
3. The anchor rope of the continuous basalt fiber composite reinforcement material as claimed in claim 2, wherein the flange is composed of a pair of flanges, a pair of steel sleeves, a pair of flares and a rubber gasket; fixed by four bolts; the flaring is embedded and fixed in a circular hole of a central step of the flange plate, the steel sleeve is embedded in the central hole of the flaring, and the anchorage device is placed in the flaring of the flange to form a left connecting structure of the flange; the same flaring, flange plate, steel sleeve and anchor form the right connecting structure of the flange; the left connecting structure of the flange and the right connecting structure of the flange are relatively folded, a rubber gasket is padded in the middle and aligned with the mounting holes of the two flange plates, and the left and right connecting structures of the flange are connected into a whole through bolts and nuts.
4. the anchor rope of the continuous basalt fiber composite reinforcement material as claimed in claim 3, wherein the anchors are placed in the flares of the flanges, and when the flanges are used, two anchors in the flanges are connected with the continuous basalt fiber composite reinforcement bundle, the grouting pipes and the steel strands respectively in advance; the interior of the anchor is filled with epoxy resin type anchoring glue, so that the continuous basalt fiber composite tendon, the grouting pipe and the steel strand are connected with the anchorage device more tightly.
5. The anchor rope of the continuous basalt fiber composite reinforcement material as claimed in claim 3, wherein the continuous basalt fiber composite reinforcement bundle and the steel strand are fixed after penetrating out of the anchor, and a clip structure is adopted, namely, after the continuous basalt fiber composite reinforcement bundle or the steel strand is clamped by two clips, the small-diameter ends of the clips are directly embedded into anchor holes.
6. the anchor cable of continuous basalt fiber composite reinforcement materials according to claim 1, wherein the positioning centering device is cylindrical, a plurality of through holes are formed in the positioning centering device in the axial direction, a grouting pipe hole is formed in the center of the positioning centering device, and a plurality of continuous basalt fiber composite reinforcement beam holes are uniformly distributed around the positioning centering device.
7. The anchor rope of the continuous basalt fiber composite reinforcement material as claimed in claim 1, wherein the prestressed anchor consists of a backing plate, an anchor ring and a clamping piece; roughening the inner parts of the anchor ring and the clamping piece; the clamping piece is formed by cutting a circular table with an axial inner hole into two parts from the middle axial direction; after the two clamping pieces clamp the steel strand, the steel strand is embedded into the anchor ring, so that the steel strand is installed and fixed in the anchor device, and the other end of the anchor device is installed on the base plate.
8. the anchor rope of the continuous basalt fiber composite reinforcement material as claimed in claim 1, wherein the anchoring section of the grouting pipe is uniformly distributed with quincunx grout outlet holes; and a small-diameter grouting anchoring pipe is embedded from the head part of the grouting pipe to the flange part.
9. the anchor rope of continuous basalt fiber composite reinforcement material according to claim 1, wherein the continuous basalt fiber composite reinforcement bundles are dispersedly arranged around the grouting pipe and are connected and fixed by a positioning centering device.
10. The anchor cable of the continuous basalt fiber composite reinforcement material as claimed in claim 1, wherein the anchor cable manufacturing method comprises the following steps:
(1) preparing materials, namely preparing continuous basalt fiber composite tendons, a grouting pipe, a steel strand, a prestressed anchorage device accessory, a flange connecting structure accessory, a positioning centralizer and a PVC pipe;
determining the number of continuous basalt fiber composite tendons, and selecting corresponding anchors and positioning centralizers;
(2) Determining continuous basalt fiber composite tendon bundles and grouting pipes with certain lengths, and sequentially inserting the continuous basalt fiber composite tendon bundles and the grouting pipes into corresponding holes of the plurality of positioning centralizers; the grouting pipe is inserted into the central hole, and the continuous basalt fiber composite tendon bundles are uniformly distributed in the holes in the outer circumferential area of the central hole; the positioning centering device connects the continuous basalt fiber composite tendons dispersed around the grouting pipe and the grouting pipe into a whole;
(3) Inserting continuous basalt fiber composite tendons and grouting pipes which are arranged in a plurality of positioning centralizers into a PVC pipe; the plurality of positioning centralizers are uniformly distributed in the length direction of the continuous basalt fiber composite tendon and the grouting pipe; the grouting pipe extends out of one end of the PVC pipe, and a small-diameter grouting anchoring pipe is embedded from the head part of the grouting pipe to the flange part;
(4) at the other end of the PVC pipe, inserting one end of the continuous basalt fiber composite rib bundle and the grouting pipe, which extend out of the steel sleeve, the flaring and the flange plate, into the corresponding hole of the anchorage device, clamping each continuous basalt fiber composite rib by a pair of clamping pieces, inserting the continuous basalt fiber composite rib back into the hole of the anchorage device, and fixing one end of the continuous basalt fiber composite rib in the anchorage device to form a half flange connection structure;
(5) Embedding one end of a steel strand into a steel sleeve, a flaring and a flange; penetrating out of the corresponding hole of the anchorage device, clamping the anchorage device by a pair of clamping pieces, inserting the anchorage device back into the hole of the anchorage device, and fixing one end of the steel strand in the anchorage device to form the other half of the flange connecting structure;
(6) The other end of the steel strand penetrates through the base plate, is clamped by the pair of clamping pieces and then is embedded into the anchor ring, and one end of the steel strand is fixed in the anchor applying prestress;
(7) Folding the half flange connecting structure provided with the continuous basalt fiber composite tendon and the half flange connecting structure provided with the steel hinge line, inserting a rubber gasket in the middle, and combining the flange connecting structures into a whole by using a bolt;
(8) And a section of grouting anchoring slurry pipe is embedded in the grouting pipe, and anchoring slurry enters the flange from the grouting anchoring slurry pipe to tightly connect the continuous basalt fiber composite reinforcement bundle and the steel strand together.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910947990.2A CN110541417A (en) | 2019-10-08 | 2019-10-08 | Anchor cable of continuous basalt fiber composite reinforcement |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910947990.2A CN110541417A (en) | 2019-10-08 | 2019-10-08 | Anchor cable of continuous basalt fiber composite reinforcement |
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| CN110541417A true CN110541417A (en) | 2019-12-06 |
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| CN201910947990.2A Pending CN110541417A (en) | 2019-10-08 | 2019-10-08 | Anchor cable of continuous basalt fiber composite reinforcement |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111424700A (en) * | 2020-04-21 | 2020-07-17 | 中铁西北科学研究院有限公司 | BFRP-spiral sleeve valve type composite anchoring system for high-intensity seismic area and construction method thereof |
| CN113231256A (en) * | 2021-05-25 | 2021-08-10 | 中国地质调查局武汉地质调查中心 | Glue injection device and glue injection method for composite-structure anchor cable steel connector |
| CN113622420A (en) * | 2021-07-26 | 2021-11-09 | 中国地质调查局武汉地质调查中心 | Bank side slope basalt fiber rib integrated anchoring structure and monitoring system thereof |
| CN113756301A (en) * | 2021-09-24 | 2021-12-07 | 中国地质调查局武汉地质调查中心 | Basalt fiber accurate sectional grouting anchoring system and installation method thereof |
| CN114150664A (en) * | 2021-11-15 | 2022-03-08 | 中国地质调查局武汉地质调查中心 | Rapid construction device and method for prestressed basalt fiber anchor rod |
| CN115538339A (en) * | 2022-11-10 | 2022-12-30 | 成都建工第三建筑工程有限公司 | Bridge beam body reinforcing apparatus based on basalt fiber mesh |
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| JP2002213048A (en) * | 2001-01-18 | 2002-07-31 | Ps Corp | Composite strand, composite cable, and its using method |
| JP2002227198A (en) * | 2001-02-02 | 2002-08-14 | Ps Corp | Anticorrosive ground anchor |
| CN207277332U (en) * | 2017-09-06 | 2018-04-27 | 瑞腾基础工程技术（北京）股份有限公司 | A kind of more steel strand wires flange coupling connectors |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN111424700A (en) * | 2020-04-21 | 2020-07-17 | 中铁西北科学研究院有限公司 | BFRP-spiral sleeve valve type composite anchoring system for high-intensity seismic area and construction method thereof |
| CN111424700B (en) * | 2020-04-21 | 2024-04-23 | 中铁西北科学研究院有限公司 | BFRP-spiral sleeve valve type composite anchoring system for high-intensity earthquake region and construction method thereof |
| CN113231256A (en) * | 2021-05-25 | 2021-08-10 | 中国地质调查局武汉地质调查中心 | Glue injection device and glue injection method for composite-structure anchor cable steel connector |
| CN113622420A (en) * | 2021-07-26 | 2021-11-09 | 中国地质调查局武汉地质调查中心 | Bank side slope basalt fiber rib integrated anchoring structure and monitoring system thereof |
| CN113756301A (en) * | 2021-09-24 | 2021-12-07 | 中国地质调查局武汉地质调查中心 | Basalt fiber accurate sectional grouting anchoring system and installation method thereof |
| CN114150664A (en) * | 2021-11-15 | 2022-03-08 | 中国地质调查局武汉地质调查中心 | Rapid construction device and method for prestressed basalt fiber anchor rod |
| CN114150664B (en) * | 2021-11-15 | 2023-04-07 | 中国地质调查局武汉地质调查中心 | Rapid construction device and method for prestressed basalt fiber anchor rod |
| CN115538339A (en) * | 2022-11-10 | 2022-12-30 | 成都建工第三建筑工程有限公司 | Bridge beam body reinforcing apparatus based on basalt fiber mesh |
| CN115538339B (en) * | 2022-11-10 | 2023-09-05 | 成都建工第三建筑工程有限公司 | Bridge beam body reinforcing device based on basalt fiber grids |
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