CN211472486U - Adopt double-deck corrugated sleeve pipe to realize anticorrosive anchor rope structure of bilayer - Google Patents
Adopt double-deck corrugated sleeve pipe to realize anticorrosive anchor rope structure of bilayer Download PDFInfo
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- CN211472486U CN211472486U CN201921673991.4U CN201921673991U CN211472486U CN 211472486 U CN211472486 U CN 211472486U CN 201921673991 U CN201921673991 U CN 201921673991U CN 211472486 U CN211472486 U CN 211472486U
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Abstract
The utility model provides an anchor cable structure which adopts double-layer corrugated sleeves to realize double-layer corrosion prevention, wherein double-layer plastic corrugated sleeves are arranged on the periphery of a steel strand of an anchoring section; and the space between the inner side corrugated sleeve of the anchoring section and the steel strand and the space between the double-layer corrugated sleeves are filled with cement slurry solidification bodies pre-poured in a factory to form an anchoring section prefabricated body, the front end of the inner side corrugated sleeve of the anchoring section prefabricated body is hermetically connected with a waterproof cover plate, the front end of the outer side corrugated sleeve of the anchoring section prefabricated body is hermetically connected with a guide cap, the front end outer slurry pipe penetrating through the waterproof cover plate and the guide cap from the inner side corrugated sleeve is also pre-embedded in the anchoring section prefabricated body, and the space between the plastic corrugated sleeve of the anchoring section and the hole wall of the anchor rope is filled with the grouting. The utility model discloses an underground cavern is strutted and is provided an effectual, anchor rope structure that the corrosion resisting capability is stronger.
Description
Technical Field
The utility model relates to an adopt double-deck corrugated sleeve to realize double-deck anticorrosive anchor rope structure, mainly be applicable to the stratum and consolidate and allow the stratum to have the engineering that the appropriate amount warp.
Background
The anchor cable is a rod-shaped member mainly bearing tensile force, and is characterized by that it utilizes drilling to fix the steel strand or high-strength steel wire in the deep stable stratum, and utilizes the tension to produce prestress on the surface of the reinforced body so as to attain the goal of stabilizing reinforced body and limiting its deformation. The steel strand is classified into a bonded type and a non-bonded type according to the type of the steel strand. With the development of anchoring technology, the requirements on the reliability and durability of the anchor cable are higher and more precise, and especially, the permanent protection anchor cable is required to be adopted for permanent buildings; the external anchor head is required to have a reliable anchoring effect, and prestress loss caused by factors such as thread slipping is avoided; the anchor cable body is required to have high strength, low looseness and high protection performance. The prestressed anchor cable is buried in the deep part of the stratum, the working condition is very bad, the steel strand consisting of steel wires with small diameter is easy to generate stress corrosion under the condition of high tensile stress, and the corrosion of the anchor cable body is the largest threat factor influencing the service life of the anchor cable. The accident that the anchor cable is damaged because the anchor cable anticorrosion protection structure is improperly designed and constructed in China and sometimes happens due to corrosion.
SUMMERY OF THE UTILITY MODEL
The to-be-solved technical problem of the utility model is: aiming at the problems, the anchor cable structure which adopts the double-layer corrugated sleeve to realize double-layer corrosion prevention is provided. The utility model adopts the technical proposal that:
an anchor cable structure for realizing double-layer corrosion resistance by adopting a double-layer corrugated sleeve comprises an anchoring section, a free section and an anchor head, and is characterized in that the double-layer plastic corrugated sleeve is arranged on the periphery of a steel strand of the anchoring section, and a smooth plastic sleeve is arranged outside the steel strand of the free section; the front end of the corrugated sleeve on the outer side of the anchoring section prefabricated body is hermetically connected with a guide cap, and an outer slurry pipe which penetrates through the waterproof cover plate and the guide cap from the inside of the corrugated sleeve on the inner side is also pre-buried in the anchoring section prefabricated body;
grouting solidified bodies are filled between the smooth plastic sleeve of the free section and the wall of the anchor cable hole and inside the smooth plastic sleeve of the free section; and grouting solidification bodies are filled between the plastic corrugated sleeves of the anchoring sections and the hole walls of the anchor cables.
On the basis of adopting above-mentioned technical scheme, the utility model discloses still can adopt following further technical scheme, or to these further technical scheme combined use:
the smooth plastic sleeve of the free section extends to the anchoring section and is connected with the ring piece and the adhesive in a sealing way, and the adhesive is effectively bonded with the corrugated sleeve at the inner side of the anchoring section in a sealing way; the smooth plastic sleeve at the free section extends into the guide steel pipe and is sealed with the guide steel pipe, the rear end in the smooth plastic sleeve at the free section is also sealed, and the double-layer corrugated sleeves at the rear end of the anchoring section are hermetically connected by a ring piece and an adhesive; the guide steel pipe extends from the end part of the free section to the top of the hole of the bearing backing plate of the anchor head, the anchor head is provided with a steel protective cap for sealing the anchor head, and the steel protective cap and the bearing backing plate are sealed.
Sealing and isolating the anchoring section and the free section; the steel strand of the anchoring section does not contain a PE sleeve, two layers of plastic corrugated sleeves are adopted, cement paste solidified bodies are filled between the two layers of plastic corrugated sleeves for compaction, and a spiral metal wire isolation structure is used for isolation; the free section adopts a layer of smooth plastic sleeve and forms a double-layer anti-corrosion structure with the PE sleeve outside the steel strand.
Centering brackets are sleeved outside the plastic sleeve of the free section and the corrugated sleeves outside the anchoring section, and spiral metal wire structures are sleeved among the corrugated sleeves of the anchoring section for isolation.
The plastic corrugated sleeve of the anchoring section and the smooth plastic sleeve of the free section are overlapped at the junction, and the two are connected by an adhesive.
The free section comprises a free section centering support, an isolation frame, an internal slurry inlet pipe, an internal slurry return pipe, an external rear end slurry pipe, a smooth plastic sleeve and a steel strand with a PE sleeve.
The anchor section comprises a guide cap, a front-end outer slurry pipe, an isolation frame, a spiral metal wire isolation structure among corrugated sleeves, an anchor section inner plastic corrugated sleeve, an anchor section outer plastic corrugated sleeve, a PE sleeve peeled steel strand and an inner end waterproof cover plate of the inner plastic corrugated sleeve, wherein the spiral metal wire isolation structure among the corrugated sleeves is positioned between the inner plastic corrugated sleeve and the outer plastic corrugated sleeve, and the anchor section inner corrugated sleeve and the steel strand, the outer corrugated sleeve and the inner corrugated sleeve are filled with factory pre-poured slurry solidification bodies.
And filling an anti-corrosion structure after tensioning is finished in the free section near the anchor head end and the anchor head steel protective cap.
The utility model discloses a double-deck corrugated pipe carries out double-deck anticorrosive to anchor rope anchor section, adopts smooth plastic sleeve and PE cover to carry out double-deck anticorrosive to the free section, and the grout problem has been solved to the scheme of arranging and the prefabricated anchor section of engineering of the advance mud return pipe of adopting simultaneously, and the design of anchor head does benefit to the reduction of underground works span, the utility model discloses an underground cavern is strutted and is provided an effectual, stronger anchor rope structure of anticorrosive ability.
Drawings
Fig. 1 is a schematic structural diagram of an embodiment of the present invention.
3 fig. 3 2 3 is 3 a 3 schematic 3 diagram 3 of 3 a 3 cross 3- 3 sectional 3 structure 3 a 3- 3 a 3 of 3 a 3 free 3 section 3 according 3 to 3 an 3 embodiment 3 of 3 the 3 present 3 invention 3. 3
Fig. 3 is a schematic structural diagram of a B-B section of an anchoring section according to an embodiment of the present invention.
Detailed Description
The patent is further described below with reference to the accompanying drawings.
As shown in fig. 1, a cable bolt structure using a double-layer corrugated sleeve to achieve double-layer corrosion prevention includes an anchoring section 100, a free section 200, and an anchor head 300.
The anchoring section 100 comprises a guide cap 101, an outer slurry inlet pipe 102 (the end of which exceeds the guide cap 101), an isolation frame 103, an anchoring section centering support 104, a spiral metal wire isolation structure 105 among corrugated sleeves, an outer plastic corrugated sleeve 106 with an anticorrosion function, an inner plastic corrugated sleeve 107 with an anticorrosion function, a steel strand 108 for stripping a PE sleeve and removing grease, and a plastic waterproof cover plate 109 at the inner end of the inner corrugated sleeve; the corrugated sleeve and the steel strand space and the corrugated sleeve space inside the anchoring section are filled with factory pre-poured cement slurry solidified bodies 400; the inter-bellows spiral wire isolation structure 105 is located between the outer plastic bellows 106 and the inner plastic bellows 107; the outer plastic corrugated sleeve 106 and the guide cap 101 are connected and sealed by an adhesive; the arrangement of the outer slurry inlet pipe 102 can fill the gap between the plastic casing pipe and the rock wall side at one time, thereby facilitating the operation; the centering support 104 is sleeved outside the outer plastic corrugated sleeve 106 and matched with the wall of the anchor cable hole, and the spiral metal wire isolation structure 105 among the corrugated sleeves has the functions of supporting and centering, so that the nonuniformity of an anticorrosion protection structure caused by the displacement of the inner and outer plastic corrugated sleeves 106/107 in the grouting process is avoided, and the anticorrosion protection effect and the integral mechanical property are improved.
An anchoring section prefabricated body is formed by adopting factory pre-poured cement slurry solidified bodies to be filled between the anchoring section inner side corrugated sleeve and the steel strand and between the double-layer corrugated sleeve, the front end of the anchoring section prefabricated body inner side corrugated sleeve 107 is hermetically connected with a waterproof cover plate 109, the front end of the anchoring section prefabricated body outer side corrugated sleeve 106 is hermetically connected with a guide cap 101, and an outer side slurry inlet pipe 102 is pre-embedded in the anchoring section prefabricated body and penetrates through the waterproof cover plate 109 and the guide cap 107; the sealing connection of the waterproof cover plate 109 ensures that the anchor cable head also remains double-layered and corrosion resistant, and is effectively sealed with the inner plastic corrugated sleeve 107 by an adhesive.
The free section 200 comprises a free section internal slurry inlet pipe 201, a centering support 202, an isolation frame 203, a smooth plastic sleeve pipe 204 with an anti-corrosion function, a free section internal slurry return pipe 205, an external slurry return pipe 206, a guide steel pipe 207 and a steel strand 208 with a PE sleeve. The outer slurry inlet pipe 102 passes through the free section 200. The centering bracket 202 is sleeved outside the smooth plastic sleeve 204 and is matched with the hole wall of the anchor cable hole to play a supporting and centering function, so that the nonuniformity of an anticorrosion protection structure caused by the displacement of the smooth plastic sleeve 204 in the grouting process is avoided, and the anticorrosion protection effect and the integral mechanical property are improved.
The plastic corrugated sleeve not only has the function of corrosion prevention, but also can provide enough anchoring friction force. Grouting solidification bodies 500 are filled between the smooth plastic sleeve 204 of the free section and the anchor cable hole wall 600 and inside the smooth plastic sleeve 204 of the free section; the space between the outer plastic corrugated sleeve 106 of the anchoring section and the hole wall 600 is filled with grouting solidification bodies 500.
Anchor head 300 contains basic concrete 301 of making level ( pipe 102, 201, 204, 205, 206 are buried wherein underground), ground tackle 302, the steel protective cap 303 (sealed with the pressure-bearing backing plate) that is used for sealing the anchor head, the pressure-bearing backing plate (constitute by three steel backing plates 304, also can increase or reduce the block number), four bolt stock 305 of fixed lower bolster and the anticorrosive structure 306 of anchor head inside packing, anticorrosive structure 306 can adopt anticorrosive material to fill to constitute, for example grout solidification body or grease, but the space that the anchor head encroached to the at utmost is reduced in the design of steel protective cap 303, is favorable to the reduction of underground cavern span.
The smooth plastic sleeve 204 of the free section overlaps the guide steel tube 207 for a certain length and is sealed with a rubber sealing ring 702. The interior of the smooth plastic sleeve 204 at the same location is plugged with asphalt 704. The guide steel pipe 207 extends from the end of the free section to the hole of the bearing cushion plate and can extend to the top of the hole of the bearing cushion plate, namely the hole of the upper steel cushion plate 304, and the steel protective cap 303 is sealed with the upper steel cushion plate 304 in the bearing cushion plate. In this way, a comprehensive corrosion protection can be achieved, and the guide steel pipe 207 is not only used for guiding the orifice but also can achieve a complete sealing effect on the corrosion-resistant structure and the steel strand inside the anchor head.
The smooth plastic sleeve and the inner plastic corrugated sleeve 107 between the anchoring section 100 and the free section 200 have a certain overlapping length, the double-layer plastic corrugated sleeves are effectively sealed by a rubber sealing ring 701 at the rear end of the anchoring section, and the inner plastic corrugated sleeve 107 at the same position is sealed by asphalt 703. The outer side of the anchoring section is filled with the grout inlet pipe 102, so that gaps between the outer sides of the plastic sleeves and the hole walls 600 of the anchoring section 100 and the free section 200 can be filled with the grout inlet pipe 102 at one time, construction is facilitated, and construction quality and function exertion of each part are guaranteed.
Preferably, the plastic sleeves of the anchoring section and the free section are not whole but broken, the corrugated sleeve is adopted in the anchoring section to ensure that enough anchoring force exists between the corrugated sleeve and cement paste, and the smooth sleeve is adopted in the free section to ensure that the anchoring force is not transmitted to the free section.
The implementation steps are as follows: and (3) after the anchoring section is prefabricated in a factory and transported to the site, after drilling and hole cleaning are completed on the site, the anchoring section and the free section are drilled into the anchor cable hole 600 which comprises the steel stranded wire, the plastic sleeve, the centering bracket, the isolation frame and the like. Wherein the steel strands of the anchoring section may be bundled at appropriate locations with zinc-free lead wires 110.
Pure cement slurry is injected by using the external slurry inlet pipe 102, the inner side of the free section 200 is grouted by using the free section inner side slurry inlet pipe 201, and grouting is stopped after the upper end orifices of the external slurry return pipe 206 and the free section inner slurry return pipe 205 are stably grouted. And when the grouting slurry reaches the specified strength, tensioning the anchor cable, pre-tightening and locking. And finally, sealing, backfilling and grouting, and sealing the steel protective cap 303 with the bearing plate.
In this embodiment, the grout inlet and outlet pipes in the drawings correspond to the case when the anchor cable hole is a pitching hole, and the functions of the grout inlet and outlet pipes for pitching holes are exchanged correspondingly, that is, the grout inlet pipe for pitching hole is used as the grout inlet pipe for pitching hole, and the grout outlet pipe for pitching hole is used as the grout inlet pipe for pitching hole.
The above only is the concrete embodiment of the utility model, the technical features of the utility model are not limited thereto, and any person skilled in the relevant field is in the field of the utility model, and the changes or modifications are all covered in the protection scope of the utility model.
Claims (8)
1. An anchor cable structure for realizing double-layer corrosion resistance by adopting a double-layer corrugated sleeve comprises an anchoring section, a free section and an anchor head, and is characterized in that the double-layer plastic corrugated sleeve is arranged on the periphery of a steel strand of the anchoring section, and a smooth plastic sleeve is arranged outside the steel strand of the free section; the front end of the corrugated sleeve on the outer side of the anchoring section prefabricated body is hermetically connected with a guide cap, and an outer slurry pipe which penetrates through the waterproof cover plate and the guide cap from the inside of the corrugated sleeve on the inner side is also pre-buried in the anchoring section prefabricated body;
grouting solidified bodies are filled between the smooth plastic sleeve of the free section and the wall of the anchor cable hole and inside the smooth plastic sleeve of the free section; and grouting solidification bodies are filled between the plastic corrugated sleeves of the anchoring sections and the hole walls of the anchor cables.
2. The anchor cable structure adopting the double-layer corrugated sleeve to realize double-layer corrosion prevention according to claim 1, wherein: the smooth plastic sleeve of the free section extends to the anchoring section and is connected with the ring piece and the adhesive in a sealing way, and the adhesive is effectively bonded with the corrugated sleeve at the inner side of the anchoring section in a sealing way; the smooth plastic sleeve at the free section extends into the guide steel pipe and is sealed with the guide steel pipe, the rear end in the smooth plastic sleeve at the free section is also sealed, and the double-layer corrugated sleeves at the rear end of the anchoring section are hermetically connected by a ring piece and an adhesive; the guide steel pipe extends from the end part of the free section to the top of the hole of the bearing backing plate of the anchor head, the anchor head is provided with a steel protective cap for sealing the anchor head, and the steel protective cap and the bearing backing plate are sealed.
3. The anchor cable structure adopting the double-layer corrugated sleeve to realize double-layer corrosion prevention according to claim 1, wherein: sealing and isolating the anchoring section and the free section; the steel strand of the anchoring section does not contain a PE sleeve, two layers of plastic corrugated sleeves are adopted, cement paste solidified bodies are filled between the two layers of plastic corrugated sleeves for compaction, and a spiral metal wire isolation structure is used for isolation; the free section adopts a layer of smooth plastic sleeve and forms a double-layer anti-corrosion structure with the PE sleeve outside the steel strand.
4. The anchor cable structure adopting the double-layer corrugated sleeve to realize double-layer corrosion prevention according to claim 1, wherein: centering brackets are sleeved outside the plastic sleeve of the free section and the corrugated sleeves outside the anchoring section, and spiral metal wire structures are sleeved among the corrugated sleeves of the anchoring section for isolation.
5. The anchor cable structure adopting the double-layer corrugated sleeve to realize double-layer corrosion prevention according to claim 1, wherein: the plastic corrugated sleeve of the anchoring section and the smooth plastic sleeve of the free section are overlapped at the junction, and the two are connected by an adhesive.
6. The anchor cable structure adopting the double-layer corrugated sleeve to realize double-layer corrosion prevention according to claim 1, wherein: the free section comprises a free section centering support, an isolation frame, an internal slurry inlet pipe, an internal slurry return pipe, an external rear end slurry pipe, a smooth plastic sleeve and a steel strand with a PE sleeve.
7. The anchor cable structure adopting the double-layer corrugated sleeve to realize double-layer corrosion prevention according to claim 1, wherein: the anchor section comprises a guide cap, a front-end outer slurry pipe, an isolation frame, a spiral metal wire isolation structure among corrugated sleeves, an anchor section inner plastic corrugated sleeve, an anchor section outer plastic corrugated sleeve, a PE sleeve peeled steel strand and an inner end waterproof cover plate of the inner plastic corrugated sleeve, wherein the spiral metal wire isolation structure among the corrugated sleeves is positioned between the inner plastic corrugated sleeve and the outer plastic corrugated sleeve, and the anchor section inner corrugated sleeve and the steel strand, the outer corrugated sleeve and the inner corrugated sleeve are filled with factory pre-poured slurry solidification bodies.
8. The anchor cable structure adopting the double-layer corrugated sleeve to realize double-layer corrosion prevention according to claim 1, wherein: and filling an anti-corrosion structure after tensioning is finished in the free section near the anchor head end and the anchor head steel protective cap.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921673991.4U CN211472486U (en) | 2019-10-08 | 2019-10-08 | Adopt double-deck corrugated sleeve pipe to realize anticorrosive anchor rope structure of bilayer |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921673991.4U CN211472486U (en) | 2019-10-08 | 2019-10-08 | Adopt double-deck corrugated sleeve pipe to realize anticorrosive anchor rope structure of bilayer |
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| Publication Number | Publication Date |
|---|---|
| CN211472486U true CN211472486U (en) | 2020-09-11 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921673991.4U Active CN211472486U (en) | 2019-10-08 | 2019-10-08 | Adopt double-deck corrugated sleeve pipe to realize anticorrosive anchor rope structure of bilayer |
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| CN (1) | CN211472486U (en) |
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