CN107435330A - A kind of recovery type bar reinforcement anchor pole and recovery method - Google Patents
A kind of recovery type bar reinforcement anchor pole and recovery method Download PDFInfo
- Publication number
- CN107435330A CN107435330A CN201610358939.4A CN201610358939A CN107435330A CN 107435330 A CN107435330 A CN 107435330A CN 201610358939 A CN201610358939 A CN 201610358939A CN 107435330 A CN107435330 A CN 107435330A
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- China
- Prior art keywords
- rod
- anchor pole
- bearing plate
- bar reinforcement
- recovery type
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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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D9/00—Removing sheet piles bulkheads, piles, mould-pipes or other moulds or parts thereof
- E02D9/02—Removing sheet piles bulkheads, piles, mould-pipes or other moulds or parts thereof by withdrawing
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Piles And Underground Anchors (AREA)
Abstract
A kind of recovery type bar reinforcement anchor pole and recovery method, recovery type bar reinforcement anchor pole is by the bar reinforcement body of rod（001）, bearing plate（002）, retracting device nut（003）, termination protecting bin（004）, PVC sleeve pipe locating rings（005）, PVC sleeve pipes（006）, the outer silk head of reinforcing bar（007）, end hold Reinforced Hoop（008）, fluid proof seal separation layer（009）, injecting cement paste（010）Composition.The bar reinforcement body of rod（001）Pass through silk head outside reinforcing bar（007）With retracting device nut（003）Connection, retracting device nut（003）With bearing plate（002）Reinforced Hoop is held at welding, end（008）With bearing plate（002）Spot welding connects；Recovery method is after anchor force unloading, counterclockwise to twist the Swiveling Rebar body of rod（001）Exsertion part, until the reinforcing bar body of rod（001）With retracting device nut（003）Depart from, by the reinforcing bar body of rod（001）Pull out recovery.
Description
Technical field
The present invention relates to field of civil engineering, more particularly to the recovery method of recovery type bar reinforcement anchor pole and anchor pole.
Background technology
In Supporting Structure of Deep Foundation Pit in City, as urban land is more and more in short supply, it is red that conventional anchor pole often passes through land used
The underground space beyond line, easily cause underground space property right dispute, and be unfavorable for later stage engineering construction, put into effect file limitation more
Conventional anchor pole uses, and is arisen accordingly, with respect to reclaiming type anchor bar technology.
In deep foundation pit support, anchor pole is an important technical, two kinds of " campshed cable bolting " and " combined bolting and shotcrete "
Anchor pole is used in support technology, high-tonnage prestressed cable technology has been invented in " campshed cable bolting ", in specific bar
Had a clear superiority under part.Good in some geological conditions, depth or the place discrepancy in elevation is not big for cutting depth, and soil pressure difference is big and supporting
" full combined bolting and shotcrete structure " can be used in the deep-foundation pit engineering of force unbalance or " top is using anchor rod type spray anchor+bottom campshed
Supporting " combination supporting form, technological rationality and engineering adaptability are more preferable, such as reclaim Anchor Cable Technique using large-tonnage, not only anchor
Rope construction cost is high, and anchor cable effect counterforce structure rigidity is big, often needs to set larger cross-section concrete breast beam, the supporting construction
Cost is high.Therefore need to invent a kind of skill of the above-mentioned large-tonnage recovery anchor cable of recoverable bar reinforcement anchor pole solution under given conditions
Art irrationality.
Disclosed in the patent that State Intellectual Property Office announces（Bulletin）Carried in a kind of number 204402526U " reclaiming type anchor bar "
Gone out a kind of recovery method, it by with rust preventive coating set outside externally threaded interior bar and tapped supporting body, interior bar, hold
PVC disrance sleeves and backing plate and nut composition by interior bar locking on the carrier are covered on carrier lateral wall.Above-mentioned anchor pole
Recovery construction and recovery method can have the defects of different degrees of during specifically used.
" a kind of reclaiming type anchor bar " as described above, processing internal sealing plug is more difficult on bearing plate, and precision is low, is extremely difficult to
Anchor recovering requirement.
" a kind of reclaiming type anchor bar " as described above, supporting body and between externally threaded interior bar without anti-seep measure, slip casting
When slurry can leak into supporting body with externally threaded interior bar junction, causing recovery difficult or even can not reclaim.
" a kind of reclaiming type anchor bar " as described above, because anchor pole belongs to pressure type anchor rod, easily in anchor in work progress
Solid termination produces a large amount of slag inclusions, slurry low intensity, if not setting reinforcing mechanisms in pressure-bearing Board position, anchor pole bearing capacity compared with
It is low, it is unable to reach design requirement.
Therefore, it is necessary to the bearing capacity applied in a kind of city pattern foundation pit supporting structure not deep in the preferable cutting depth of geological conditions compared with
Recoverable reinforced anchor bolt that is high and being easily recycled.
The content of the invention
The invention provides a kind of recyclable and higher bearing capacity recovery type reinforced anchor bolt.
The present invention is a kind of recovery type bar reinforcement anchor pole and recovery method, and recovery type bar reinforcement anchor pole includes the outer silk of termination band
The bar reinforcement body of rod of head（001）, it is characterised in that the bar reinforcement body of rod（001）Pass through silk head outside reinforcing bar（007）With retracting device spiral shell
Cap（003）Connection, retracting device nut（003）With bearing plate（002）Connected by full weld, termination protecting bin（004）With pressure-bearing
Plate carries out full weld connection, PVC sleeve pipes（006）Pass through locating ring（005）With bearing plate（002）Bottom connects, PVC sleeve pipes（006）
With bearing plate（002）Between use antiseep separation layer（009）Sealed, locating ring（005）With bearing plate（002）Full weld connects
Connect, Reinforced Hoop is held at end（008）With bearing plate（002）Spot welding connects.
A kind of recovery type bar reinforcement anchor pole bearing plate of the present invention（002）Hold Reinforced Hoop in overcoat end（008）, reduce because applying
A large amount of slag inclusions are produced in anchoring body termination and influence anchor pole bearing capacity during work.Substantially increase anchor pole bearing capacity.
A kind of recovery method of recovery type bar reinforcement anchor pole, its step are： 1）With the punching jack tension reinforcing bar body of rod
（001）Exposed parts, anchor rod anchored component is removed, discharge anchor force； 2）It is counterclockwise with spanner or other instruments of the technical field
Direction twists the Swiveling Rebar body of rod, until the reinforcing bar body of rod（001）With retracting device nut（003）Depart from； 3）By the reinforcing bar body of rod
（001）Pull out recovery.
The beneficial effects of the invention are as follows：By the counterclockwise rotates reinforcing bar body of rod, make the reinforcing bar body of rod（001）Filled with recovery
Put nut（003）Depart from, quickly pull out and reclaim the reinforcing bar body of rod（001）, its recovery is quick and easy, both saves construction costs, again
Building waste will not be produced in the underground space, reach the requirement of environmental protection.
Brief description of the drawings
If Fig. 1 is anchor pole unitary construction figure of the present invention.
Fig. 2 is Fig. 1 middle-end board overcoat Reinforced Hoop drawings.
Fig. 3 is that Reinforced Hoop sectional drawing is held at bearing plate overcoat end.
Parts, toponym and corresponding mark are shown in figure：The reinforcing bar body of rod 001, bearing plate 002, retracting device
Nut 003, termination protecting bin 004, PVC sleeve pipes locating ring 005, PVC sleeve pipes 006, steel bar head 007, end hold Reinforced Hoop 008,
Antiseep separation layer 009, injecting cement paste 010.
Embodiment
The bar reinforcement body of rod（001）One end is machined with the outer silk head of reinforcing bar（007）, to prevent slurry parcel recovery during slip casting
Device nut（003）With silk head outside reinforcing bar（007）And the device set is referred to as termination protecting bin（004）, it is fixing PVC sleeve pipe
（006）Fixing device be referred to as PVC sleeve pipe locating rings（005）, to prevent injecting cement paste during slip casting（010）Leak into PVC sets
Device in pipe is referred to as antiseep separation layer（009）, with bearing plate（002）Be welded to connect and with the reinforcing bar body of rod（001）Connection
Retracting device is referred to as retracting device nut（003）, it is referred to as end with the be connected as a single entity stiffening device of common stress of end board and holds reinforcement
Hoop（008）.
As shown in Figure 1 and Figure 2, retracting device nut（003）With bearing plate（002）It is welded to connect, rank and steel bar head
（007）Match.
As shown in Figure 1, Figure 2, the present invention is to prevent injecting cement paste from wrapping up retracting device nut（003）And the outer silk head of reinforcing bar（007）And
Recovery is influenceed, termination protecting bin is set on the board of end（004）.
As shown in Figure 1 and Figure 2, retracting device nut（003）It is connected with bearing plate full weld.
As shown in Figure 1 and Figure 2, termination protecting bin（004）Inside fill butter.
As shown in Figure 2 and Figure 3, bearing plate（002）Hold Reinforced Hoop in outer sheath end（008）And spot welding connects, Reinforced Hoop is held at end
（008）Internal diameter is equal with end board external diameter.
A kind of recovery type bar reinforcement anchor pole of the present invention, tensioning can be carried out after anchor bolt construction, its method for stretching is：With wearing
The heart jack pair reinforcing bar body of rod（001）Exsertion part carries out grading tension locking.
A kind of recovery type bar reinforcement anchor pole of the present invention, after the completion of back-filling in layers support replacement, successively reclaimed, its recovery method
For：1）With the punching jack tension reinforcing bar body of rod（001）Exposed parts, anchor rod anchored component is removed, discharge anchor force； 2）With
Spanner or the technical field other instruments counter clockwise direction twisting Swiveling Rebar body of rod, until the reinforcing bar body of rod（001）With receiving apparatus
Nut（003）Depart from；3）By the reinforcing bar body of rod（001）Pull out recovery.
Above-described invention is only that the preferred embodiments of the invention are described, and not the present invention is limited
System, is not being departed from outside essentiality content of the present invention, the various improvement made to the present invention, all should belong to the claims in the present invention model
In enclosing.
Claims (10)
1. a kind of recovery type bar reinforcement anchor pole construction, including outside the band of termination silk head the bar reinforcement body of rod（001）, it is characterised in that it is thick
The reinforcing bar body of rod（001）Pass through silk head outside reinforcing bar（007）With retracting device nut（003）Connection, retracting device nut（003）With holding
Pressing plate（002）Connected by full weld, termination protecting bin（004）Full weld is carried out with bearing plate to be connected, PVC sleeve pipes（006）By fixed
Position ring（005）With bearing plate（002）Bottom connects, PVC sleeve pipes（006）With bearing plate（002）Between using fluid proof seal isolate
Layer（009）Sealed, locating ring（005）With bearing plate（002）Full weld connects.
2. a kind of recovery type bar reinforcement anchor pole according to claim 1, it is characterized in that：The bar reinforcement body of rod（001）For diameter
22mm-35mm III grade or Ⅳ-grade steel muscle.
3. a kind of recovery type bar reinforcement anchor pole according to claim 1, it is characterized in that：Bar reinforcement body of rod one end carries reinforcing bar
Outer silk head（007）.
4. a kind of recovery type bar reinforcement anchor pole according to claim 1, it is characterized in that：Bearing plate（002）With retracting device
Nut（003）It is welded as a whole, does not set silk mouth in bearing plate.
5. a kind of recovery type bar reinforcement anchor pole according to claim 1, it is characterized in that：Termination protecting bin（004）It is section
For circular or rectangle can, with bearing plate（002）Full weld connects.
6. a kind of recovery type bar reinforcement anchor pole according to claim 1, it is characterized in that：PVC sleeve pipe locating rings（005）Section
For circle, with bearing plate（002）Full weld connects.
7. a kind of recovery type bar reinforcement anchor pole according to claim 1, it is characterized in that;PVC sleeve pipes（006）With locating ring
（005）Connected with glue, and in PVC sleeve pipes（006）With bearing plate（002）Between use fluid proof seal separation layer（009）Carry out
Sealing.
8. a kind of recovery type bar reinforcement anchor pole according to claim 1, it is characterized in that：Hold board（002）Overcoat end, which is held, to be added
Strong hoop（008）, hold board（002）Reinforced Hoop is held with end（008）Spot welding connects, and forms anchoring intensive aspect.
9. a kind of recovery type bar reinforcement anchor pole according to claim 1, it is characterized in that：Prestressing force can be applied.
10. a kind of recovery method of recovery type bar reinforcement anchor pole, its step are：1）With the punching jack tension reinforcing bar body of rod
（001）Exposed parts, anchor rod anchored component is removed, discharge anchor force；2）It is counterclockwise with spanner or other instruments of the technical field
Direction twists the Swiveling Rebar body of rod, until the reinforcing bar body of rod（001）With retracting device nut（003）Depart from；3）By the reinforcing bar body of rod
（001）Pull out and recycle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610358939.4A CN107435330A (en) | 2016-05-27 | 2016-05-27 | A kind of recovery type bar reinforcement anchor pole and recovery method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610358939.4A CN107435330A (en) | 2016-05-27 | 2016-05-27 | A kind of recovery type bar reinforcement anchor pole and recovery method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107435330A true CN107435330A (en) | 2017-12-05 |
Family
ID=60453650
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610358939.4A Pending CN107435330A (en) | 2016-05-27 | 2016-05-27 | A kind of recovery type bar reinforcement anchor pole and recovery method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107435330A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108894221A (en) * | 2018-09-25 | 2018-11-27 | 兰州理工大学 | Reinforced anchor bolt and its recovery method can be recycled in two generation hands |
| CN112962593A (en) * | 2021-02-22 | 2021-06-15 | 大连理工大学 | Construction method of recyclable anchor rod |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2195569Y (en) * | 1994-05-20 | 1995-04-26 | 中国矿业大学 | Easy-to-recover quick-setting cement anchor rod |
| KR100294346B1 (en) * | 1998-11-07 | 2001-07-12 | 허인구 | Removable anchor for engineering work |
| CN1584246A (en) * | 2004-06-04 | 2005-02-23 | 陆观宏 | Recovering anchorage in civil engineering |
| CN103321222A (en) * | 2013-05-24 | 2013-09-25 | 郭财宝 | Recoverable type anchor rod, pressure-bearing plate type anchor pile and anchoring method |
| CN205857175U (en) * | 2016-05-27 | 2017-01-04 | 昆明军龙岩土工程有限公司 | A kind of recovery type bar reinforcement anchor pole |
-
2016
- 2016-05-27 CN CN201610358939.4A patent/CN107435330A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2195569Y (en) * | 1994-05-20 | 1995-04-26 | 中国矿业大学 | Easy-to-recover quick-setting cement anchor rod |
| KR100294346B1 (en) * | 1998-11-07 | 2001-07-12 | 허인구 | Removable anchor for engineering work |
| CN1584246A (en) * | 2004-06-04 | 2005-02-23 | 陆观宏 | Recovering anchorage in civil engineering |
| CN103321222A (en) * | 2013-05-24 | 2013-09-25 | 郭财宝 | Recoverable type anchor rod, pressure-bearing plate type anchor pile and anchoring method |
| CN205857175U (en) * | 2016-05-27 | 2017-01-04 | 昆明军龙岩土工程有限公司 | A kind of recovery type bar reinforcement anchor pole |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108894221A (en) * | 2018-09-25 | 2018-11-27 | 兰州理工大学 | Reinforced anchor bolt and its recovery method can be recycled in two generation hands |
| CN112962593A (en) * | 2021-02-22 | 2021-06-15 | 大连理工大学 | Construction method of recyclable anchor rod |
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|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20171205 |
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| RJ01 | Rejection of invention patent application after publication |