CN110863489A - Pressure type shock-absorbing energy-dissipating pre-stressed anchor rod structure and construction method - Google Patents
Pressure type shock-absorbing energy-dissipating pre-stressed anchor rod structure and construction method Download PDFInfo
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- 238000010276 construction Methods 0.000 title claims abstract description 22
- 230000021715 photosynthesis, light harvesting Effects 0.000 claims description 40
- 230000001681 protective effect Effects 0.000 claims description 39
- 238000004873 anchoring Methods 0.000 claims description 26
- 230000035939 shock Effects 0.000 claims description 10
- 238000009412 basement excavation Methods 0.000 claims description 7
- 239000004570 mortar (masonry) Substances 0.000 claims description 7
- 238000000034 method Methods 0.000 claims description 5
- 230000002787 reinforcement Effects 0.000 claims description 5
- 230000007613 environmental effect Effects 0.000 abstract description 4
- 230000000694 effects Effects 0.000 description 12
- 229910000831 Steel Inorganic materials 0.000 description 10
- 239000010959 steel Substances 0.000 description 10
- 238000010521 absorption reaction Methods 0.000 description 5
- 238000011084 recovery Methods 0.000 description 5
- 239000006096 absorbing agent Substances 0.000 description 3
- 230000009471 action Effects 0.000 description 3
- 230000004888 barrier function Effects 0.000 description 3
- 239000011150 reinforced concrete Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
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- 238000013016 damping Methods 0.000 description 1
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- 238000007569 slipcasting Methods 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
- E02D5/76—Anchorings for bulkheads or sections thereof in as much as specially adapted therefor
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/08—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against transmission of vibrations or movements in the foundation soil
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D21/00—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D21/00—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
- E21D21/0026—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection characterised by constructional features of the bolts
- E21D21/0033—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection characterised by constructional features of the bolts having a jacket or outer tube
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D21/00—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
- E21D21/0093—Accessories
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2200/00—Geometrical or physical properties
- E02D2200/14—Geometrical or physical properties resilient or elastic
- E02D2200/146—Springs
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/0046—Production methods using prestressing techniques
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0026—Metals
- E02D2300/0029—Steel; Iron
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2600/00—Miscellaneous
- E02D2600/30—Miscellaneous comprising anchoring details
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Abstract
The invention discloses a pressure type shock-absorbing energy-dissipating prestressed anchor rod structure and a construction method thereof. The anchor rod structure prestress support device has the characteristics of simplicity in operation, no influence on anchor rod structure prestress and support component construction, economy, environmental protection, contribution to popularization and the like.
Description
Technical Field
The invention relates to the field of geotechnical engineering, in particular to a pressure type shock-absorbing energy-dissipating pre-stressed anchor rod structure and a construction method.
Background
The high-intensity seismic areas are distributed in large quantities in China, the investment of slope reinforcement engineering for excavation in the high-intensity seismic areas is high, and the reinforcement engineering is easy to damage under the action of earthquakes. The anchor rod is widely applied to slope reinforcement engineering, and the stress mechanism of the prestressed anchor rod is more suitable for engineering slope reinforcement. How to realize the shock absorption and energy dissipation effects of the prestressed anchor rod in a high-intensity earthquake area, thereby avoiding the problem of instability caused by overlarge instantaneous stress of the anchor rod when an earthquake occurs, being capable of enduring the repeated action of the earthquake and having good economical efficiency.
Therefore, the prestressed anchor rod structure and the construction method which have the advantages of good energy dissipation effect, convenience in construction, capability of withstanding repeated earthquake action and good economy have great significance.
Disclosure of Invention
The invention aims to: aiming at the problems in the prior art, a pressure type shock absorption and energy dissipation pre-stressed anchor rod structure and a construction method are provided.
In order to achieve the purpose, the invention adopts the technical scheme that:
the utility model provides a pressure type shock attenuation energy dissipation prestressed anchorage pole structure, includes the stock body, the stock body includes anchor section and free section, the anchor section is arranged in connecting in the slip casting body in anchor rod hole, the free section has the space all around, free section stretch-draw is connected the energy absorber, the energy absorber can drive the free section is followed free section length direction reciprocating motion, the energy absorber is used for the anchor in treating on the reinforced structure body.
The structure to be reinforced comprises a side slope, a tunnel wall or a side wall.
By adopting the pressure type shock-absorbing and energy-dissipating prestressed anchor rod structure, the energy dissipating device is arranged between the outer side of the free section of the anchor rod body and the structure body to be reinforced, the free section and the energy dissipating device form prestress tension fixed connection, when an earthquake occurs, the energy dissipating device shrinks, deforms and dissipates energy, and the energy dissipating device deforms and recovers after the earthquake, so that the repeated shock-proof and energy-dissipating effect is achieved, the anchor rod body is not directly connected with the structure body to be reinforced after being prestressed, and is fixedly connected with the structure body to be reinforced through the energy dissipating device, so that the prestressed anchor rod body is not influenced by subsequent construction, and the force of the anchor rod body is transmitted to the structure body to be reinforced; the anchoring section of the anchor rod body provides anchoring force, the free section provides prestress, and the gap isolates the free section from the grouting body, so that the free section can generate prestress when being tensioned; the energy dissipation device plays an energy dissipation role when an earthquake occurs and is used as a prestress locking structure of the anchor rod body; the anchor rod is simple in structure, convenient to use and good in effect.
Preferably, the free section is sleeved in a closed sleeve, and the closed sleeve is arranged in the anchor rod hole.
Further preferably, the closure sleeve is a steel sleeve or a plastic sleeve.
Further preferably, the dissipaters are located in the excavated holes.
Further preferably, a mortar closing body is filled between the energy dissipater outer wall and the excavation hole inner wall.
Further preferably, the dissipaters are connected to support members connected to the structure to be reinforced.
Further preferably, the support member is a frame grid structure.
Further preferably, the support member is a reinforced concrete structure.
Preferably, the energy dissipater comprises an elastic component and a protective sleeve, the axial direction of the protective sleeve is parallel to the length direction of the free section, the elastic component is arranged in the protective sleeve and can elastically stretch along the axial direction of the protective sleeve, the protective sleeve is used for being connected to the structure to be reinforced, one end of the elastic component in the stretching direction is connected to the free section, and the other end of the elastic component in the stretching direction is used for being connected to the structure to be reinforced.
Further preferably, the elastic member is a spring.
Further preferably, the energy dissipater further comprises an inner baffle and an outer baffle, the inner baffle and the outer baffle are respectively connected to two ends of the elastic component in the stretching direction, the inner baffle is located on one side of the anchor rod hole, the outer baffle is located on one side of the structure to be reinforced, the inner baffle is located at the end of the protective sleeve, the outer baffle is slidably arranged in the protective sleeve, the free section penetrates through the inner baffle and the outer baffle and is connected to the outer baffle, and the inner baffle is anchored on the structure to be reinforced through a connecting component.
With this arrangement, the elastic part of the energy dissipater is arranged in the protective sleeve and can move freely to deform and recover, so as to play a role in damping and dissipating energy, the inner baffle and the outer baffle are used for fixing the free section and the connecting part, and the connecting part is used for connecting the support part, so that the force of the anchor rod body is transmitted to the support part.
Further preferably, the energy dissipater further comprises an inner baffle and an outer baffle, the inner baffle and the outer baffle are respectively connected to two ends of the elastic component in the stretching direction, the inner baffle is located on one side of the anchor rod hole, the outer baffle is located on one side of the structure to be reinforced, the outer baffle is anchored on the structure to be reinforced through a connecting component, the inner baffle is slidably arranged in the protective sleeve, the free section is connected to the inner baffle, and the length of the protective sleeve meets the maximum elastic extension of the elastic component.
Further preferably, the inside barrier is a steel plate.
Further preferably, the outer barrier is a steel plate.
Further preferably, the connecting member is an anchoring bar.
Further preferably, the protective sleeve is a steel sleeve.
The invention also provides a construction method of the pressure type shock absorption and energy dissipation pre-stressed anchor rod structure, which comprises the following steps:
A. forming the anchor rod hole on the structure body to be reinforced;
B. a closed sleeve is sleeved outside the free section, and the anchor rod body and the closed sleeve are arranged in the anchor rod hole;
C. grouting the anchor rod hole, forming grouting body at the anchoring section, and anchoring the anchor rod hole;
D. forming an excavated hole in the structure to be reinforced on the basis of the anchor rod hole;
E. the end part of the free section penetrates through the inner side baffle and the outer side baffle, the anchor rod body is tensioned, prestress is applied to the free section, and the free section is connected to the outer side baffle;
F. constructing a mortar closing body in a hole between the outer wall of the protective sleeve and the inner wall of the excavation hole;
G. and the construction supporting component is connected to the connecting component and the structure body to be reinforced.
By adopting the construction method of the pressure type shock-absorbing and energy-dissipating prestressed anchor rod structure, the energy dissipation device is arranged between the outer side of the free section of the anchor rod body and the support component, the free section and the energy dissipation device form prestressed tension fixed connection, when an earthquake occurs, the elastic component of the energy dissipation device shrinks, deforms and dissipates energy, the elastic component deforms and recovers after the earthquake, and the repeated anti-seismic and energy-dissipating effect is achieved, the anchor rod body is not directly connected with the support component after being prestressed, and is fixedly connected with the support component through the connecting component of the energy dissipation device, so that the support component does not influence the prestressed anchor rod body during construction; the anchoring section of the anchor rod body provides anchoring force, the free section provides prestress, and the closed sleeve isolates the free section from the grouting body, so that the free section can generate prestress when being tensioned; the energy dissipater plays an energy dissipation role when an earthquake occurs and is used as a prestress locking structure of the anchor rod body, the elastic part of the energy dissipater is arranged in the protective sleeve and can freely move to generate deformation and deformation recovery so as to play a role in shock absorption and energy dissipation, the inner side baffle and the outer side baffle are used for fixing the free section and the connecting part, and the connecting part is used for connecting the supporting part so as to transmit the force of the anchor rod body to the supporting part; the method has the characteristics of simple operation, no influence of the prestress of the anchor rod structure on the construction of the supporting part, economy, environmental protection, contribution to popularization and the like.
In summary, due to the adoption of the technical scheme, the invention has the beneficial effects that:
1. according to the pressure type shock-absorbing and energy-dissipating prestressed anchor rod structure, the energy dissipation device is arranged between the outer side of the free section of the anchor rod body and the structure body to be reinforced, the free section and the energy dissipation device form prestress tension fixed connection, when an earthquake occurs, the energy dissipation device shrinks, deforms and dissipates energy, the energy dissipation device deforms and recovers after the earthquake, the repeated shock-resistant and energy dissipation effect is achieved, the anchor rod body is not directly connected with the structure body to be reinforced after being prestressed, and the energy dissipation device is fixedly connected with the structure body to be reinforced, so that the anchor rod body with prestress is not influenced in subsequent construction, and the force of the anchor rod body is transmitted to the structure body to be reinforced; the anchoring section of the anchor rod body provides anchoring force, the free section provides prestress, and the gap isolates the free section from the grouting body, so that the free section can generate prestress when being tensioned; the energy dissipation device plays an energy dissipation role when an earthquake occurs and is used as a prestress locking structure of the anchor rod body; the anchor rod has simple structure, convenient use and good effect;
2. according to the pressure type shock-absorbing and energy-dissipating prestressed anchor rod structure, the elastic part of the energy-dissipating device is arranged in the protective sleeve and can freely move to generate deformation and deformation recovery, so that the shock-absorbing and energy-dissipating effects are achieved, the inner side baffle and the outer side baffle are used for fixing the free section and the connecting part, and the connecting part is used for connecting the supporting part, so that the force of the anchor rod body is transmitted to the supporting part;
3. according to the construction method of the pressure type shock-absorbing and energy-dissipating pre-stressed anchor rod structure, the energy dissipation device is arranged between the outer side of the free section of the anchor rod body and the supporting component, the free section and the energy dissipation device form pre-stress tension fixed connection, when an earthquake occurs, the elastic component of the energy dissipation device shrinks, deforms and dissipates energy, the elastic component deforms and recovers after the earthquake, and the repeated anti-seismic and energy-dissipating effect is achieved, the anchor rod body is not directly connected with the supporting component after being prestressed, and is fixedly connected with the supporting component through the connecting component of the energy dissipation device, so that the supporting component does not influence the prestressed anchor rod body during construction; the anchoring section of the anchor rod body provides anchoring force, the free section provides prestress, and the closed sleeve isolates the free section from the grouting body, so that the free section can generate prestress when being tensioned; the energy dissipater plays an energy dissipation role when an earthquake occurs and is used as a prestress locking structure of the anchor rod body, the elastic part of the energy dissipater is arranged in the protective sleeve and can freely move to generate deformation and deformation recovery so as to play a role in shock absorption and energy dissipation, the inner side baffle and the outer side baffle are used for fixing the free section and the connecting part, and the connecting part is used for connecting the supporting part so as to transmit the force of the anchor rod body to the supporting part; the method has the characteristics of simple operation, no influence of the prestress of the anchor rod structure on the construction of the supporting part, economy, environmental protection, contribution to popularization and the like.
Drawings
FIG. 1 is a schematic structural diagram of a pressure type shock-absorbing and energy-dissipating prestressed anchor structure according to the present invention;
FIG. 2 is an enlarged partial schematic view of FIG. 1;
fig. 3 is a schematic cross-sectional view C-C of fig. 2.
Icon: 1-anchor rod body, 11-anchoring section, 12-free section, 2-closed sleeve, 3-grouting body, 4-energy dissipation device, 41-elastic component, 42-inner baffle, 43-outer baffle, 44-connecting component, 45-protective sleeve, 5-mortar closing body, 6-supporting component, A-anchor rod hole and B-excavating hole.
Detailed Description
The present invention will be described in detail below with reference to the accompanying drawings.
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention is described in further detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
Example 1
As shown in fig. 1-3, the pressure type energy-absorbing and energy-dissipating prestressed anchor structure of the present invention includes an anchor body 1, and the anchor body 1 includes an anchoring section 11 and a free section 12.
The anchoring section 11 is used for being connected to a grouting body 3 of an anchor rod hole A, gaps are formed around the free section 12, the free section 12 is sleeved in the closed sleeve 2 to form the gaps, and the closed sleeve 2 is arranged in the anchor rod hole A; specifically, the anchor rod hole A is a drilled hole, and the closed casing 2 is a steel casing or a plastic casing.
The free section 12 is tensioned and connected with an energy dissipation device 4, the energy dissipation device 4 can drive the free section 12 to reciprocate along the length direction of the free section 12, the energy dissipation device 4 is arranged in an excavation hole B, and the excavation hole B is excavated and formed on the basis of the opening of the anchor rod hole A; the structure to be reinforced comprises a side slope, a tunnel wall or a side wall.
The energy dissipater 4 comprises an elastic component 41, an inner baffle 42, an outer baffle 43, a connecting component 44 and a protective sleeve 45, wherein the axial direction of the protective sleeve 45 is parallel to the length direction of the free section 12, the elastic component 41 is arranged in the protective sleeve 45 and can elastically stretch and contract along the axial direction of the protective sleeve 45, a mortar enclosed body 5 is filled between the outer wall of the protective sleeve 45 and the inner wall of the excavation hole B, the inner baffle 42 and the outer baffle 43 are respectively connected to two ends of the elastic component 41 in the stretching direction, the inner baffle 42 is positioned on one side of the anchor rod hole A, the outer baffle 43 is positioned on one side of the structure to be reinforced, the inner baffle 42 is positioned at the end part of the protective sleeve 45, the outer baffle 43 is slidably arranged in the protective sleeve 45, the free section 12 passes through the central holes of the inner baffle 42 and the outer baffle 43 and is connected to the outer baffle 43, the inner barrier 42 is anchored to a support member 6 by means of a connecting member 44, the support member 6 being connected to the structure to be reinforced.
Specifically, the elastic component 41 is a spring, the spring is sleeved outside the free section 12, the inner baffle 42 and the outer baffle 43 are steel plates, the connecting component 44 is an anchoring steel bar, the spring is sleeved outside the anchoring steel bar, as shown in fig. 1 to 3, the spring includes two anchoring steel bars, the protective sleeve 45 is a steel sleeve, the supporting component 6 is a frame grid structure of reinforced concrete, and the protective sleeve 45 is connected to the supporting component 6.
By applying the pressure type shock-absorbing and energy-dissipating prestressed anchor rod structure, the energy dissipation device 4 is arranged between the outer side of the free section 12 of the anchor rod body 1 and the support component 6, the free section 12 and the energy dissipation device 4 form prestress tension fixed connection, when an earthquake occurs, the elastic component 41 of the energy dissipation device 4 contracts, deforms and dissipates energy, the elastic component 41 recovers after the earthquake, and has repeated anti-seismic and energy dissipation effects, after the prestress is constructed on the anchor rod body 1, the anchor rod body is not directly connected with the support component 6, and is fixedly connected with the support component 6 through the connecting component 44 of the energy dissipation device 4, so that the prestress is not influenced by the construction of the support component 6 on the anchor rod body 1; the anchoring section 11 of the anchor rod body 1 provides anchoring force, the free section 12 provides prestress, and the closed sleeve 2 isolates the free section 12 from the grouting body 3, so that the free section 12 can generate prestress when being tensioned; the energy dissipater 4 can dissipate energy when an earthquake occurs and serves as a prestressed locking structure of the anchor body 1, the elastic part 41 of the energy dissipater 4 is arranged in the protective sleeve 45 and can freely move to generate deformation and deformation recovery so as to play a role in absorbing shock and dissipating energy, the inner baffle 42 and the outer baffle 43 are used for fixing the free section 12 and the connecting part 44, and the connecting part 44 is used for connecting the support part 6 so as to transmit the force of the anchor body 1 to the support part 6; the anchor rod is simple in structure, convenient to use and good in effect.
Example 2
The difference between the pressure type shock-absorbing and energy-dissipating prestressed anchor structure of the present invention and embodiment 1 is that, in this embodiment, the inner baffle 42 and the outer baffle 43 are respectively connected to two ends of the elastic component 41 in the expansion and contraction direction, the inner baffle 42 is located on the side of the anchor rod hole a, the outer baffle 43 is located on the side of the structure to be reinforced, the outer baffle 43 is anchored on the structure to be reinforced through a connecting component 44, the inner baffle 42 is slidably disposed in the protective sleeve 45, the free section 12 is connected to the inner baffle 42, and the length of the protective sleeve 45 satisfies the maximum elastic extension of the elastic component 41.
Example 3
Referring to fig. 1 to 3, the method for constructing a pressure type energy-dissipating prestressed anchor structure according to the present invention is a pressure type energy-dissipating prestressed anchor structure according to embodiment 1, and includes the steps of:
A. forming the anchor rod hole A on the structure body to be reinforced;
B. the free section 12 is sleeved with the closed sleeve 2, and the anchor rod body 1 and the closed sleeve 2 are arranged in the anchor rod hole A;
C. performing high-pressure grouting on the anchor rod hole A, forming the grouting body 3 in the anchoring section 11, and anchoring the anchor rod hole A;
D. forming an excavated hole B on the structure body to be reinforced on the basis of the anchor rod hole A;
E. the end of the free section 12 passes through the inner side baffle 42 and the outer side baffle 43, the anchor rod body 1 is tensioned, the free section 12 is prestressed, and the free section 12 is welded on the outer side baffle 43;
F. constructing the mortar closing body 5 in the hole between the outer wall of the protective sleeve 45 and the inner wall of the excavated hole B;
G. the supporting member 6 is constructed, and the supporting member 6 is connected to the connecting member 44 and the structure to be reinforced.
By applying the construction method of the pressure type shock-absorbing and energy-dissipating prestressed anchor rod structure, the energy dissipation device 4 is arranged between the outer side of the free section 12 of the anchor rod body 1 and the support component 6, the free section 12 and the energy dissipation device 4 form prestress tension fixed connection, when an earthquake occurs, the elastic component 41 of the energy dissipation device 4 contracts, deforms and dissipates energy, the elastic component 41 recovers after the earthquake, and the repeated earthquake-proof and energy-dissipating effect is achieved, the anchor rod body 1 is not directly connected with the support component 6 after being prestressed, and is fixedly connected with the support component 6 through the connecting component 44 of the energy dissipation device 4, so that the support component 6 is constructed on the anchor rod body 1 without influencing the prestress; the anchoring section 11 of the anchor rod body 1 provides anchoring force, the free section 12 provides prestress, and the closed sleeve 2 isolates the free section 12 from the grouting body 3, so that the free section 12 can generate prestress when being tensioned; the energy dissipater 4 can dissipate energy when an earthquake occurs and serves as a prestressed locking structure of the anchor body 1, the elastic part 41 of the energy dissipater 4 is arranged in the protective sleeve 45 and can freely move to generate deformation and deformation recovery so as to play a role in absorbing shock and dissipating energy, the inner baffle 42 and the outer baffle 43 are used for fixing the free section 12 and the connecting part 44, and the connecting part 44 is used for connecting the support part 6 so as to transmit the force of the anchor body 1 to the support part 6; the method has the characteristics of simple operation, no influence on the prestress of the anchor rod structure and the construction of the support part 6, economy, environmental protection, contribution to popularization and the like.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the invention, and any modifications, equivalents and improvements made within the spirit and principle of the present invention are intended to be included within the scope of the present invention.
Claims (10)
1. The utility model provides a pressure type shock attenuation energy dissipation prestressed anchorage pole structure, includes stock body (1), its characterized in that, stock body (1) includes anchor section (11) and free section (12), anchor section (11) are arranged in connecting in grouting body (3) of stock hole (A), free section (12) have the space all around, free section (12) stretch-draw is connected energy dissipater (4), energy dissipater (4) can drive free section (12) are followed free section (12) length direction reciprocating motion, energy dissipater (4) are used for anchoring in treating on the reinforcement structure.
2. The prestressed anchor structure of claim 1, wherein said free portion (12) is housed in a closed sleeve (2), said closed sleeve (2) being disposed in said anchor hole (A).
3. The prestressed anchorage structure of claim 2, wherein the energy dissipator (4) is provided in an excavated hole (B).
4. The prestressed anchorage structure of claim 3, wherein a mortar closure (5) is filled between the outer wall of the energy dissipator (4) and the inner wall of the excavated hole (B).
5. The prestressed anchorage structure of claim 4, wherein the energy dissipator (4) is connected to a support member (6), the support member (6) being connected to the structure to be reinforced.
6. The prestressed anchor structure of any one of claims 1-5, wherein said energy dissipator (4) comprises an elastic member (41) and a protective sleeve (45), the axial direction of said protective sleeve (45) is parallel to the length direction of said free section (12), said elastic member (41) is disposed inside said protective sleeve (45) and can elastically expand and contract along the axial direction of said protective sleeve (45), said protective sleeve (45) is used for connecting to said structure to be reinforced, one end of the expansion direction of said elastic member (41) is connected to said free section (12), and the other end is used for connecting to said structure to be reinforced.
7. The prestressed anchor structure of claim 6, wherein said elastic member (41) is a spring.
8. The prestressed anchorage structure of claim 6, wherein the energy dissipater (4) further comprises an inner baffle (42) and an outer baffle (43), the inner baffle (42) and the outer baffle (43) are respectively connected with two ends of the elastic component (41) in the stretching direction, the inner side baffle (42) is positioned at one side of the anchor rod hole (A), the outer side baffle (43) is positioned at one side of the structure body to be reinforced, the inner baffle (42) is positioned at the end part of the protective sleeve (45), the outer baffle (43) is arranged in the protective sleeve (45) in a sliding way, the free section (12) passes through the inside baffle (42) and the outside baffle (43) and is connected to the outside baffle (43), the inner baffle (42) is anchored to the structure to be reinforced by means of a connecting element (44).
9. The prestressed anchor structure of claim 6, wherein the energy dissipater (4) further comprises an inner baffle (42) and an outer baffle (43), the inner baffle (42) and the outer baffle (43) are respectively connected to two ends of the elastic member (41) in the expansion direction, the inner baffle (42) is located on the side of the anchor hole (A), the outer baffle (43) is located on the side of the structure to be reinforced, the outer baffle (43) is anchored to the structure to be reinforced through a connecting member (44), the inner baffle (42) is slidably arranged in the protective sleeve (45), the free section (12) is connected to the inner baffle (42), and the length of the protective sleeve (45) satisfies the maximum elastic elongation of the elastic member (41).
10. A method for constructing a pressure type shock-absorbing and energy-dissipating prestressed anchor structure recited in claim 8, comprising the steps of:
A. forming the anchor rod hole (A) on the structure body to be reinforced;
B. a closed sleeve (2) is sleeved outside the free section (12), and the anchor rod body (1) and the closed sleeve (2) are arranged in the anchor rod hole (A);
C. grouting the anchor rod hole (A), forming a grouting body (3) in the anchoring section (11), and anchoring the anchor rod hole (A);
D. forming an excavated hole (B) in the structure to be reinforced on the basis of the anchor rod hole (A);
E. the end of the free section (12) penetrates through the inner side baffle (42) and the outer side baffle (43), the anchor rod body (1) is tensioned, prestress is applied to the free section (12), and the free section (12) is connected to the outer side baffle (43);
F. constructing a mortar closing body (5) in a hole between the outer wall of the protective sleeve (45) and the inner wall of the excavation hole (B);
G. a construction support member (6), the support member (6) being connected to the connecting member (44) and the structure to be reinforced.
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| CN201911352098.6A CN110863489A (en) | 2019-12-24 | 2019-12-24 | Pressure type shock-absorbing energy-dissipating pre-stressed anchor rod structure and construction method |
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| CN104481565A (en) * | 2014-12-10 | 2015-04-01 | 重庆大学 | Pressure-dispersive large-deformation self-adaptive anchor bolt |
| CN106759323A (en) * | 2017-01-20 | 2017-05-31 | 中铁二院工程集团有限责任公司 | Anchor pole shock-resistant and energy-dissipating is constructed |
| CN109555120A (en) * | 2018-12-05 | 2019-04-02 | 中铁二院工程集团有限责任公司 | A kind of prestressing force shock-resistant and energy-dissipating anchor pole |
| CN110344409A (en) * | 2019-07-12 | 2019-10-18 | 中南大学 | A kind of anchor pole anchor head assembly of energy-absorbing damping |
| CN110344410A (en) * | 2019-07-15 | 2019-10-18 | 中南大学 | Concatenation unit for rock bolt shank damping energy consumption and the anchor pole from damping energy consumption |
| CN211735381U (en) * | 2019-12-24 | 2020-10-23 | 中铁二院工程集团有限责任公司 | Pressure type shock attenuation energy dissipation prestressed anchorage pole structure |
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| CN104481565A (en) * | 2014-12-10 | 2015-04-01 | 重庆大学 | Pressure-dispersive large-deformation self-adaptive anchor bolt |
| CN106759323A (en) * | 2017-01-20 | 2017-05-31 | 中铁二院工程集团有限责任公司 | Anchor pole shock-resistant and energy-dissipating is constructed |
| CN109555120A (en) * | 2018-12-05 | 2019-04-02 | 中铁二院工程集团有限责任公司 | A kind of prestressing force shock-resistant and energy-dissipating anchor pole |
| CN110344409A (en) * | 2019-07-12 | 2019-10-18 | 中南大学 | A kind of anchor pole anchor head assembly of energy-absorbing damping |
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