CN108086315A - A kind of suspension roof support structure and its construction method that can be recycled completely - Google Patents
A kind of suspension roof support structure and its construction method that can be recycled completely Download PDFInfo
- Publication number
- CN108086315A CN108086315A CN201711329245.9A CN201711329245A CN108086315A CN 108086315 A CN108086315 A CN 108086315A CN 201711329245 A CN201711329245 A CN 201711329245A CN 108086315 A CN108086315 A CN 108086315A
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- CN
- China
- Prior art keywords
- end socket
- bottom plate
- cover board
- prefabricated end
- anchor pole
- Prior art date
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Classifications
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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
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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)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a kind of suspension roof support structures and its construction method that can be recycled completely.Suspension roof support structure includes prefabricated end socket, prefabricated end socket includes cover board, bottom plate, transmission shaft and mutual centrosymmetric loading plate, transmission shaft includes main shaft and the gear being fixed on main shaft, loading plate is between bottom plate and cover board, including card slot and driving cog, card slot is hatch frame, driving cog along loading plate, arrange on one side by non-overall length, and it is mutually engaged with gear, bottom plate is equipped with mutual centrosymmetric convex clip, card slot is slidably connected with convex clip, the main shaft of transmission shaft passes through the center of cover board and bottom plate, it is flexibly connected respectively with cover board and bottom plate, bottom plate and cover board are by pre-manufactured hole with bar dowel split.Drive transmission shaft rotation that loading plate is made to be unfolded, collapse by anchor pole, so as to fulfill anchoring and removal process.The configuration of the present invention is simple, easy construction, the rate of recovery are high, are conserved without slip casting, save building materials, reduce energy consumption, while significantly shorten the duration.
Description
Technical field
The invention belongs to geotechnical engineering fields, are related to a kind of suspension roof support structure and its construction method that can be recycled completely,
Suitable for Soft Rock Area.
Background technology
Anchorage technology is because of its economic security, construction is fast, the advantages such as small are disturbed to country rock, as in China's anchoring engineering
One of most common technological means.Anchor pole is suitable for the anchoring of all kinds of underground engineerings and all kinds of side slopes etc..Anchor pole is divided into permanently
Property and two provisional classes.Permanent anchor pole is generally more demanding to anchor-holding force of anchor bolt.For temporary work, if still used
Permanent anchor pole will certainly cause the wasting of resources；Meanwhile if in city, a large amount of anchor poles are embedded in underground, are applied to subsequent
Work, the excavation of foundation pit in adjacent plot, subway work, city long-term plan are likely to have an impact.In view of the above-mentioned problems, it can return
Half davit comes into being.
Existing recoverable anchor rod can be divided into three categories rotary type according to the principle of recycling, tear anchor type open, hale failure type three
Class.The making of rotary type recoverable anchor rod is simpler, and recycling is more convenient, and recycling pulling force is smaller, and bearing capacity is higher, but its cost mistake
Height, post processing is complicated, is not easy to recycle, and easily fails.Although tearing anchor type recoverable anchor rod stress stage stabilization open, pulling force is recycled
It is small but very high to equipment requirement during its recycling.It may make anchor when it is higher to hale failure type recoverable anchor rod bearing capacity, but recycling
Bar is damaged, and higher to equipment requirement during recycling, does not apply to the application in small space.Moreover, recyclable anchor of the prior art
Also there are following defect and deficiencies for bar：(1) installation is complicated, and traditional installation tool is difficult to realize installation, it is necessary to be equipped with dedicated
Installation machinery；(2) special equipment is needed when some recoverable anchor rods recycle, the rate of recovery is low；(3) it is of the prior art recyclable
Recycling in anchor pole and non-fully meaning, still has partial component to residue in Rock And Soil after recycling；(4) it is of the prior art to return
The half davit overwhelming majority still needs to slip casting maintenance, consumes long in time limit.
The content of the invention
To solve the above problems, the present invention provides a kind of suspension roof support structure and its construction method that can be recycled completely, knot
Structure is simple, easy construction, low cost, the rate of recovery are high.
The technical solution adopted in the present invention is：A kind of suspension roof support structure that can be recycled completely, including anchor pole and therewith
The prefabricated end socket of connection, the prefabricated end socket include cover board, bottom plate, transmission shaft and mutual centrosymmetric loading plate, the biography
Moving axis includes main shaft and the gear being fixed on main shaft, and the loading plate is between bottom plate and cover board, including card slot and transmission
Tooth, the card slot are hatch frame, and the driving cog along loading plate, arrange on one side by non-overall length, and (i.e. two are mutually engaged with gear
Mutual centrosymmetric loading plate all be engaged with transmission shaft), the bottom plate is equipped with mutually centrosymmetric convex clip, card slot with it is convex
Corresponding and be slidably connected (card slot with convex clip cooperate) above and below the position of card, the main shaft of transmission shaft is through cover board and bottom plate
Center, the main shaft of transmission shaft are flexibly connected (rotation connection) with cover board and bottom plate respectively, and cover board and convex clip are equipped with pre-manufactured hole, bottom
Plate and cover board are by pre-manufactured hole with bar dowel split.
Driving cog is arranged in parallel with card slot.
Center mutual central symmetry of two loading plates on gear, center mutual center pair of two convex clips on bottom plate
Claim.
(cover board and bottom plate be subject to Rock And Soil due to being frictionally secured to ground by the rotation of anchor pole drive transmission shaft by the present invention
In body) make mutual centrosymmetric card slot in the opposite direction or the movement of opposite direction, realize mutually centrosymmetric carrying
The expansion and gathering of plate, while effectively prevent loading plate and completely disengaged with bottom plate.
The anchor pole and prefabricated end socket are connected by bolt or be welded and fixed.
It is preferred that the lower end of the main shaft of transmission shaft is equipped with screw thread, welded nut prevents transmission shaft from being separated with bottom plate on screw thread.
Further, for convenience of the expansion and gathering of loading plate, convex clip width is the 80%~90% of card slot width, thickness
To carry 1.2~1.3 times of plate thickness.
Further, to meet the thickness that the requirement of bearing capacity can suitably thicken cover board, loading plate and bottom plate, thickness of slab is carried
Bottom plate convex clip thickness accordingly increases or adds one or a few cover board in cover board and plate outer side or lengthen connection after degree increases
The bar dowel of bottom plate and cover board is simultaneously respectively connected with an anchor pole stretching out cover board one end.
The present invention also provides a kind of construction methods for the suspension roof support structure that can be recycled completely, comprise the following steps：
A. drill
Anchor hole is drilled through, prefabricated end socket width (width when loading plate collapses) is slightly larger than according to design requirement anchor hole diameter,
Expansion processing is done in anchor hole bottom, and the diameter after expansion is not less than width of the prefabricated end socket after loading plate is fully deployed, and anchor hole is applied
Cleaning hole subdrilling slag after the completion of doing.
B. assembled prefabricated end socket
Anchor pole is connected by assembled prefabricated end socket with prefabricated end socket.
C., anchor pole is installed
Prefabricated end socket is sent by bottom hole by anchor pole, is exerted a force by anchor pole to prefabricated end socket and tightly squeezes prefabricated end socket bottom plate
In bottom hole, rotating anchor pole is fully deployed mutual centrosymmetric loading plate.
D. tensioning fixation
Stretching anchor rod is to design prestress value and locks.
E. recycle
Anchor rod prestress is unloaded after the completion of supporting task, is exerted a force by anchor pole to prefabricated end socket and tightly squeezes prefabricated end socket bottom plate
Bottom hole is pressed on, rotating backward anchor rod body makes mutual centrosymmetric loading plate collapse completely, pulls out anchor pole, completes recycling.
Anchor pole and prefabricated end socket are connected by bolt or be welded and fixed in the step B.
Compared with prior art, the invention has the advantages that：
It is 1. simple in structure.Transmission shaft runs through prefabricated end socket bottom plate and cover board in the present invention, and negative and cover board pass through bar dowel
Connection facilitates installation, dismounting and replaces damaged parts.
2. easy construction.A kind of suspension roof support structure that can be recycled completely provided by the invention passes through simple machine driving
Principle allows the expansion of loading plate and gathering to realize anchoring and removal process, and plug and play conserves without slip casting, easy to be same
When substantially reduce the duration.
3. low cost.The present invention saves substantial amounts of building materials without slip casting；Big machinery is not required in work progress
Equipment, thus greatly reduce energy consumption.
4. the rate of recovery is high.The configuration of the present invention is simple, mechanical transmission component is few, and failure rate is low, is compared in the prior art
Recoverable anchor rod, the rate of recovery significantly improves.
Description of the drawings
Fig. 1 is each space of components position view of prefabricated end socket of the present invention.
Fig. 2 is loading plate detail drawing of the present invention.
Fig. 3 is prefabricated end socket theory of mechanics schematic diagram of the present invention.
Fig. 4 is prefabricated end socket front elevation of the present invention.
Fig. 5 is prefabricated end socket reverse side figure of the present invention.
Fig. 6 is prefabricated end socket of the present invention and an anchor pole connection diagram.
Prefabricated end socket form schematic diagram when Fig. 7 is the present invention three anchor poles of connection.
In figure：1st, anchor pole；2nd, cover board；3rd, transmission shaft；4th, loading plate；5th, bottom plate；6th, nut；7th, bar dowel；8 gears；9 pass
Moving teeth；10 card slots；11 convex clips.
Specific embodiment
The features of the present invention is further illustrated in the following with reference to the drawings and specific embodiments：
Embodiment 1
As shown in figures 1 to 6, a kind of suspension roof support structure that can be recycled completely, including anchor pole 1 and the prefabricated end being attached thereto
Head, prefabricated end socket includes cover board 2, bottom plate 5, transmission shaft 3 and mutually centrosymmetric loading plate 4, the transmission shaft 3 include main shaft
With the gear 8 being fixed on main shaft, center mutual central symmetry of two loading plates on gear, the loading plate 4 is located at bottom
Between plate 5 and cover board 2, including card slot 10 and driving cog 9, driving cog 9 and card slot 10 are arranged in parallel, and the card slot 10 is to open
Mouth structure, the driving cog 9 along loading plate 4, arrange on one side by non-overall length, and (i.e. two mutual central symmetries are engaged with 8 phase of gear
Loading plate be all engaged with transmission shaft), the bottom plate 5 is equipped with mutual centrosymmetric convex clip 11, and (two convex clips are on bottom plate
The mutual central symmetry in center), the position of card slot 10 and convex clip 11 is opposite up and down and should be slidably connected (card slot and convex clip phase interworking
Close), through the center of cover board 2 and bottom plate 5, the main shaft of transmission shaft 3 rotates respectively with cover board and bottom plate to be connected the main shaft of transmission shaft 3
It connects, the spindle end of transmission shaft is equipped with screw thread, and welded nut prevents transmission shaft 3 from being extracted from bottom plate on screw thread, cover 2 and convex clip
11 are equipped with pre-manufactured hole, alignment cover board 2 and the pre-manufactured hole on convex clip 11, bar dowel 7 are penetrated pre-manufactured hole, in 2 liang of bottom plate 5 and cover board
Side attaching nut 6 fastens bar dowel 7, makes bottom plate 5 and cover board 2 by pre-manufactured hole with 7 split of bar dowel.The anchor pole 1 with it is prefabricated
End is by bolt or is welded and fixed connection.11 width of convex clip is the 80%~90% of 10 width of card slot, and thickness is carrying thickness of slab
1.2~1.3 times of degree.
The thickness of cover board 2, loading plate 4 and bottom plate 5,4 thickness of loading plate can be suitably thickeied when required bearing capacity value is higher
11 thickness of convex clip accordingly increases or adds one or a few cover board 2 in cover board 2 and 5 outside of bottom plate or lengthen connection bottom after increase
The bar dowel 7 of plate 5 and cover board 2 is simultaneously respectively connected with an anchor pole 1 in the one end for stretching out cover board 2, i.e., has three anchor poles in anchor hole
Stress, prefabricated end socket form are as shown in Figure 7.
A kind of construction method for the suspension roof support structure that can be recycled completely, comprises the following steps：
A. drill
Anchor hole is drilled through, anchor hole diameter is slightly larger than width of the prefabricated end socket when loading plate collapses, and anchor hole bottom is done at expansion
Reason, the diameter after expansion are not less than width of the prefabricated end socket after loading plate is fully deployed；
B. assembled prefabricated end socket
Anchor pole 1 and prefabricated end socket are connected by assembled prefabricated end socket by bolt or be welded and fixed；
C., anchor pole is installed
Loading plate is collapsed, prefabricated end socket is sent by bottom hole by anchor pole 1, then is exerted a force by anchor pole 1 to prefabricated end socket, it will
Prefabricated end socket bottom plate 5 is tightly extruded in bottom hole, rotates anchor pole 1 and the rotation of transmission shaft 3 is driven to make mutual centrosymmetric loading plate 4 complete
Expansion.
D. tensioning fixation
Stretching anchor rod 1 to and lock.
E. recycle
Anchor rod prestress is unloaded after the completion of supporting task, is exerted a force by anchor pole 1 to prefabricated end socket prefabricated end socket bottom plate 5 is tight
Bottom hole is extruded in, rotating backward anchor pole 1 makes mutual centrosymmetric loading plate 4 collapse completely, pulls out anchor pole, completes recycling.
It is obvious to a person skilled in the art that the invention is not restricted to the details of above-mentioned exemplary embodiment, Er Qie
In the case of without departing substantially from spirit or essential attributes of the invention, the present invention can be realized in other specific forms.Therefore, no matter
It from the point of view of which point, should all regard example as exemplary, and be non-limiting, the scope of the present invention is by appended right
It is required that rather than above description limit, it is intended that all changes that will be fallen within the meaning and scope of the equivalent requirements of the claims
Change is included within the present invention.Any reference numeral in claim should not be considered as to the involved claim of limitation.
Claims (6)
1. a kind of suspension roof support structure that can be recycled completely, exists including anchor pole (1) and the prefabricated end socket being attached thereto, feature
In：The prefabricated end socket includes cover board (2), bottom plate (5), transmission shaft (3) and mutual centrosymmetric loading plate (4), the biography
Moving axis (3) includes main shaft and the gear (8) being fixed on main shaft, and the loading plate (4) is located between bottom plate (5) and cover board (2),
Including card slot (10) and driving cog (9), the card slot (10) is hatch frame, and the driving cog (9) is non-on one side along loading plate (4)
Overall length is arranged, and is mutually engaged with gear (8), and the bottom plate (5) is equipped with mutual centrosymmetric convex clip (11), convex clip (11) with
Card slot (10) is slidably connected, the main shaft of transmission shaft (3) through the center of cover board (2) and bottom plate (5), respectively with cover board (2) and bottom
Plate (5) is flexibly connected, and cover board (2) and convex clip (11) are equipped with pre-manufactured hole, and bottom plate (5) and cover board (2) are by pre-manufactured hole with bar dowel
(7) split.
2. a kind of suspension roof support structure that can be recycled completely as described in claim 1, it is characterised in that：The anchor pole (1) with
Prefabricated end socket is by bolt or is welded and fixed connection.
3. a kind of suspension roof support structure that can be recycled completely as described in claim 1, it is characterised in that：The transmission shaft (3)
Main shaft lower end be equipped with screw thread, nut is welded on screw thread, prevents rotation axis (3) from being separated with bottom plate (5).
4. a kind of suspension roof support structure that can be recycled completely as described in claim 1, it is characterised in that：Convex clip (11) width is
The 80%~90% of card slot (10) width, thickness are 1.2~1.3 times of carrying plate thickness.
5. a kind of suspension roof support structure that can be recycled completely as described in claim 1, it is characterised in that：Bar dowel (7) stretches out
Cover board (2), and it is connected with anchor pole (1).
6. a kind of a kind of construction method for the anchor structure that can be recycled completely as described in claim 1, comprises the following steps：
A. drill
Anchor hole is drilled through, anchor hole diameter is slightly larger than width of the prefabricated end socket when loading plate collapses, and expansion processing is done in anchor hole bottom, expands
Diameter after big is not less than width of the prefabricated end socket after loading plate is fully deployed；
B. assembled prefabricated end socket
Anchor pole (1) is connected by assembled prefabricated end socket with prefabricated end socket；
C., anchor pole is installed
Loading plate is collapsed, prefabricated end socket is sent by bottom hole by anchor pole (1), then is exerted a force by anchor pole (1) to prefabricated end socket, it will
Prefabricated end socket bottom plate (5) is tightly extruded in bottom hole, rotates anchor pole (1) and transmission shaft (3) rotation is driven to make mutual centrosymmetric carrying
Plate (4) is fully deployed；
D. tensioning fixation
Stretching anchor rod (1) simultaneously locks；
E. recycle
Anchor rod prestress is unloaded after the completion of supporting task, is exerted a force by anchor pole (1) to prefabricated end socket prefabricated end socket bottom plate (5) is tight
Bottom hole is extruded in, rotating backward anchor pole (1) makes mutual centrosymmetric loading plate (4) collapse completely, pulls out anchor pole, completes back
It receives.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711329245.9A CN108086315B (en) | 2017-12-13 | 2017-12-13 | Anchor rod supporting structure capable of being completely recycled and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711329245.9A CN108086315B (en) | 2017-12-13 | 2017-12-13 | Anchor rod supporting structure capable of being completely recycled and construction method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108086315A true CN108086315A (en) | 2018-05-29 |
| CN108086315B CN108086315B (en) | 2020-04-10 |
Family
ID=62175552
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711329245.9A Active CN108086315B (en) | 2017-12-13 | 2017-12-13 | Anchor rod supporting structure capable of being completely recycled and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108086315B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109056720A (en) * | 2018-08-23 | 2018-12-21 | 厦门市金海明工贸有限公司 | A kind of deep hole Recyclable anchor rope loading plate stiffening device and method |
| CN111456045A (en) * | 2020-04-29 | 2020-07-28 | 新疆北新路桥集团股份有限公司 | Slope protection structure and construction method thereof |
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|---|---|---|---|---|
| KR20120031433A (en) * | 2010-09-24 | 2012-04-03 | 김민우 | Method of constructing thread bar anchor in bedrock having high uplift resistance force and thread bar anchor used therein |
| CN104179185A (en) * | 2014-07-31 | 2014-12-03 | 浙江水利水电学院 | Novel soil nail diameter expanding device and diameter expanding method |
| CN104499474A (en) * | 2014-11-27 | 2015-04-08 | 同济大学 | Folded vane type multipoint displacement meter anchor head |
| CN105908740A (en) * | 2016-04-18 | 2016-08-31 | 湖南大学 | Pre-stressed anchor cable anchoring terminal device for deep large landslide super long anchoring |
-
2017
- 2017-12-13 CN CN201711329245.9A patent/CN108086315B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20120031433A (en) * | 2010-09-24 | 2012-04-03 | 김민우 | Method of constructing thread bar anchor in bedrock having high uplift resistance force and thread bar anchor used therein |
| CN104179185A (en) * | 2014-07-31 | 2014-12-03 | 浙江水利水电学院 | Novel soil nail diameter expanding device and diameter expanding method |
| CN104499474A (en) * | 2014-11-27 | 2015-04-08 | 同济大学 | Folded vane type multipoint displacement meter anchor head |
| CN105908740A (en) * | 2016-04-18 | 2016-08-31 | 湖南大学 | Pre-stressed anchor cable anchoring terminal device for deep large landslide super long anchoring |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109056720A (en) * | 2018-08-23 | 2018-12-21 | 厦门市金海明工贸有限公司 | A kind of deep hole Recyclable anchor rope loading plate stiffening device and method |
| CN109056720B (en) * | 2018-08-23 | 2023-05-30 | 厦门市金海明工贸有限公司 | Deep hole recyclable anchor cable bearing plate reinforcing device and method |
| CN111456045A (en) * | 2020-04-29 | 2020-07-28 | 新疆北新路桥集团股份有限公司 | Slope protection structure and construction method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108086315B (en) | 2020-04-10 |
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