CN107268585A - Ball-anchor pole-upper plate basis and its construction method - Google Patents
Ball-anchor pole-upper plate basis and its construction method Download PDFInfo
- Publication number
- CN107268585A CN107268585A CN201610215857.4A CN201610215857A CN107268585A CN 107268585 A CN107268585 A CN 107268585A CN 201610215857 A CN201610215857 A CN 201610215857A CN 107268585 A CN107268585 A CN 107268585A
- Authority
- CN
- China
- Prior art keywords
- upper plate
- bolthole
- anchor pole
- hole
- soil
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/10—Deep foundations
- E02D27/12—Pile foundations
- E02D27/14—Pile framings, i.e. piles assembled to form the substructure
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/50—Anchored foundations
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/12—Consolidating by placing solidifying or pore-filling substances in the soil
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- 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)
- Agronomy & Crop Science (AREA)
- Environmental & Geological Engineering (AREA)
- Soil Sciences (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The present invention relates to bulb anchor pole upper plate basis, it includes in an embedded soil base and the upper surface upper plate concordant with ground, one or more anchor pole and the backing plate and anchor slab matched with anchor pole.Upper plate is polygon, and its center is provided with a bolthole I；Backing plate center is provided with a bolthole III；Anchor pole includes the body of rod, sleeve and several poles；The bottom of the body of rod is fixed with the circular transverse slat of a steel, the sleeve that set is even slided up and down along the body of rod thereon；One end of several poles is articulated with all around stems, and its other end is overlapped on the periphery of circular transverse slat；On sleeve along and be disposed with the waterproof explosive equipped with detonator around the body of rod；The bottom of anchor pole and several poles are anchored, and its top is each passed through the bolthole I of upper plate correspondence position, and is connected together through the bolthole III of backing plate with anchor slab.The invention also discloses the basic construction method.The present invention is simple in construction, radical change construction and base form, has saved investment, reduces spoir.
Description
Technical field
The present invention relates to native foundation stabilization and base form, more particularly to ball-anchor pole-upper plate basis and its construction method.
Background technology
At present, the overwhelming majority basis for resistance to compression basis, i.e., basis be primarily subjected to superstructure application vertical load and completely
Foot deformation and stability requirement, are typically include isolated footing, strip footing, raft foundation etc..And anti_floating foundation mainly has greatly
Excavation foundation, draw digging spread foundation, explosive expansion pile foundation etc.；Either heavy excavation foundation class, still draws digging spread foundation class, explosive expansion
The construction of pile foundation class has larger difficulty, and exists that quantities is big, time-consuming, cost is high, causes larger to environment
Destruction, but the problems such as the drag that can be provided is limited, consolidation effect is not ideal enough, above mentioned problem is more dashed forward under the conditions of soil base
Go out, and the large deformation of soil base and the stability on basis turn into the key issue that must be solved.
The content of the invention
The technical problems to be solved by the invention are to provide a kind of reduce and soil base are disturbed, and it is strong to improve resistance to compression, resistance to plucking
Degree, and optimize loading transfer mechanism, while reducing ball-anchor pole-upper plate basis of native foundation deformation.
Another technical problem to be solved by this invention is to provide the construction method on the ball-anchor pole-upper plate basis.
To solve the above problems, ball-anchor pole of the present invention-upper plate basis, it is characterised in that：It includes an insertion
In the soil base and upper surface upper plate concordant with ground, one or more anchor pole and the backing plate and anchor matched with the anchor pole
Plate；The upper plate is polygon, and its center is provided with a bolthole I；The backing plate center is provided with a bolthole III；The anchor
Bar includes the body of rod, sleeve and several poles；The bottom of the body of rod is fixed with the circular transverse slat of a steel, and set is even along the bar thereon
The sleeve that body is slided up and down；One end of several poles is articulated with all around stems, and its other end is overlapped on
The periphery of the circular transverse slat；On the sleeve along and be disposed with the waterproof explosive equipped with detonator around the body of rod；
The bottom of the anchor pole and several poles are anchored, and its top is each passed through the anchor pole of the upper plate correspondence position
Hole I, and connected together through the bolthole III of the backing plate with the anchor slab.
The soil base is mud, muck soil, cohesive soil, silt, loess, sand, artificial earth fill and foundation of gravelly soil
In one or more.
The upper plate is provided with fixture.
An injected hole is provided with the backing plate.
Each angle of the upper plate is equipped with a bolthole II；And the top of the anchor pole is each passed through the upper plate pair
The bolthole II of position is answered, and is connected together through the bolthole III of the backing plate with the anchor slab.
The center of the upper plate is provided with a bolthole I, and each angle is provided with a bolthole II；The top of the anchor pole
The bolthole I and the bolthole II of the upper plate correspondence position are each passed through, and passes through the anchor pole of the backing plate
Hole III is connected together with the anchor slab.
2 ~ 5 times of a diameter of sleeve outer diameter of the circular transverse slat, and the anchor rod body under the circular transverse slat
Length is suitable with the radius of bottom hole cavity.
The strut lengths are less than the radius of bottom hole cavity.
The construction method on ball-anchor pole as described above-upper plate basis, comprises the following steps：
(1) flat base, i.e., flatten select location；
(2) correspond to the center bolthole I of upper plate and the bolthole II at each angle is punched in soil base, and center hole depth, and it is each
The hole at angle is shallow；
By the Grouting Pipe with nozzle as the step (2) obtained by hole be placed in and handle the desired depth of the soil base, so
The soil base is punched with cement mortar afterwards, while rotating and lifting formation soil cement cylinder after the Grouting Pipe, consolidation；
(4), using the soil cement cylinder of formation as the upper plate fulcrum, excavated by design requirement and pour the recessed of the upper plate
Hole；
(5) the axle by design requirement along the soil cement cylinder formed sets drilling by following three kinds of situations；
Bore a hole in the position of bolthole I at the I correspondence upper plate center；
Bore a hole in the position of bolthole II at the II correspondence each angle of upper plate；
A hole is bored in the bolthole I at the III correspondence upper plate center and the position of bolthole II at each angle, and center hole depth and
The hole at each angle is shallow；
(6) first time 50 ~ 500g of explosive payload, second of 100 ~ 500g of explosive payload, third time explosive payload 200 ~ 500g ..., powder charge are pressed
Amount is gradually incremented by implements explosion to the bottom hole of the drilling in each soil cement cylinder, until bottom hole expands into cavity；
(7) the size of bottom hole cavity is determined, is specially：
1. lining rope and length of the length more than the different length of the drilling depth are got out equivalent to the design bottom hole cavity
The waddy of diameter；
2. one end of two lining ropes is tied up into waddy two ends respectively, and puts on lining rope dimension mark；
Waddy is sent into the bottom hole cavity and carried up and down by the other end for 3. carrying two lining ropes for being waddy, works as waddy
One end sticks the bottom hole cavity wall, and the dimension mark on two lining ropes it is consistent when, waddy is to be horizontal, wood now
Rod length is the bottom hole cavity diameter；
(8) the upper plate is poured by design requirement；
(9) the waterproof explosive with detonator is installed around the anchor rod body on sleeve and several pole hinged places；
(10) the waterproof explosive anchor rod body carried is placed in correspondence by the bolthole I and bolthole II of the upper plate
Drilling hole bottom described in the soil cement cylinder, at once detonating charge；
(11), along the wall of a borehole slip casting into the drilling, injecting cement paste is fully populated with cavity；
(12) treat that the injecting cement paste consolidates after-applied prestressing force and locks the anchor pole top on anchor slab；
(13) it is suitable for reading to the injected hole to refilling the injecting cement paste in the drilling by the injected hole on the backing plate, together
When casting crack grouting body in soil basic capsule gap.
The present invention has advantages below compared with prior art：
1st, first, the detonation gas in the present invention produced by explosive charge causes drilling to drilling hole bottom consumingly impact compress
Bottom surrounding ground base is crushed, and forms the enough cavitys of size, the anchor with bottom steel reinforced concrete expanding head is formed by slip casting
Solid, the anchor force provided, which can be sufficiently achieved, makes superstructure stable；Second, the detonation gas produced by explosive charge is to boring
Hole bottom hole soil base strong effect, is compressed bottom hole surrounding ground base, while the crack in soil base is pushed open, filling note
Internal soil base will be improved after slurry（Foot of hole surrounding ground base）Physical and mechanical property；Third, by against
Along the waterproof explosive detonation equipped with detonator arranged around anchor rod body on sleeve, sleeve is driven to be justified while downslide
Shape transverse slat is strutted, i.e., strutted obliquely in using anchor rod body as symmetry axis, afterwards by whole bottom hole cavity slip casting, forming steel
The spherical enlarged footing of reinforced concrete, and apply prestressing force and again slip casting, build comprehensive, three-dimensional, compound anchoring.
2nd, the present invention is simple in construction, radical change construction and base form, has significantly saved investment, reduces and abandon
Soil, is protected environment.
Brief description of the drawings
The embodiment to the present invention is described in further detail below in conjunction with the accompanying drawings.
Fig. 1 crosses the sectional view of three bolt shafts for the present invention.
Fig. 2 is top view of the invention.
Fig. 3 is the sectional view that originally anchor pole of the present invention crosses bolt shaft.
In figure：1-soil, 2-injecting cement paste of base 3-4-anchor pole of drilling, 5-soil basic capsule 6-upper plate of gap
7-backing plate, 8-anchor slab, 9-crack grouting body 10-detonator, 11-pole, 12-waterproof explosive, 13-injected hole
14-the wall of a borehole, 15-bottom hole, 16-fixture of cavity, 17-ground, 18-soil cement cylinder 19-circle is horizontal
20-sleeve of plate.
Embodiment
As shown in Fig. 1 ~ 3, ball-anchor pole-upper plate basis, it includes in an embedded soil base 1 and upper surface and ground 17
Concordant upper plate 6, one or more anchor pole 4 and the backing plate 7 and anchor slab 8 matched with anchor pole 4.
Upper plate 6 is polygon（Polygon include triangle, quadrangle ...）, its center is provided with a bolthole I；Backing plate 7
Center is provided with a bolthole III；Anchor pole 4 includes the body of rod, sleeve 20 and several poles 11；The bottom of the body of rod is fixed with a steel
Circular transverse slat 19, the sleeve 20 that set is even slided up and down along the body of rod thereon；One end of several poles 11 is articulated with around sleeve 20,
Its other end is overlapped on the periphery of circular transverse slat 19；On sleeve 20 along and be disposed with around the body of rod equipped with detonator 10
Waterproof explosive 12；The bottom of anchor pole 4 and several poles 11 are anchored, and its top is each passed through the anchor pole of the correspondence position of upper plate 6
Hole I, and connected together through the bolthole III of backing plate 7 with anchor slab 8.
Wherein：Soil base 1 is mud, muck soil, cohesive soil, silt, loess, sand, artificial earth fill and rubble soil
One or more in base.
Upper plate 6 is provided with the fixture 16 for being used for being connected with superstructure.
An injected hole 13 is provided with backing plate 7.
Each angle of upper plate 6 is equipped with a bolthole II；And the top of anchor pole 4 is each passed through the correspondence position of upper plate 6
Bolthole II, and connected together through the bolthole III of backing plate 7 with anchor slab 8.
The center of upper plate 6 is provided with a bolthole I, and each angle is provided with a bolthole II；Wear respectively on the top of anchor pole 4
The bolthole I and bolthole II of the correspondence position of upper plate 6 are crossed, and is connected together through the bolthole III of backing plate 7 with anchor slab 8.
The body of rod length of anchor pole 4 under 2 ~ 5 times of the external diameter of a diameter of sleeve 20 of circular transverse slat 19, and circular transverse slat 19 with
The radius of bottom hole cavity 15 is suitable.
The length of pole 11 is less than the radius of bottom hole cavity 15.
The construction method on the ball-anchor pole-upper plate basis, comprises the following steps：
(1) flat base, i.e., flatten select location；
(2) correspond to the center bolthole I of upper plate 6 and the bolthole II at each angle is punched in soil base 1, and center hole depth, and it is every
The hole at individual angle is shallow；
By the Grouting Pipe with nozzle as step (2) obtained by hole be placed in processing soil base 1 desired depth, then use water
Mud is punched soil base 1, while forming soil cement cylinder 18 after rotation and hoisting grouting pipe, consolidation；
(4), with the soil cement cylinder 18 of formation for the fulcrum of upper plate 6, the pit for pouring upper plate 6 is excavated by design requirement；
(5) the axle by design requirement along the soil cement cylinder 18 formed sets drilling 3 by following three kinds of situations；
Bore a hole in the position of bolthole I at I correspondence upper plate 6 center；
Bore a hole in the position of bolthole II at each angle of II correspondence upper plate 6；
A hole is bored in the bolthole I at III correspondence upper plate 6 center and the position of bolthole II at each angle, and center hole depth and each
The hole at angle is shallow；
(6) first time 50 ~ 500g of explosive payload, second of 100 ~ 500g of explosive payload, third time explosive payload 200 ~ 500g ..., powder charge are pressed
Amount is gradually incremented by implements explosion to the bottom hole of the drilling 3 in each soil cement cylinder 18, until bottom hole expands into cavity；
(7) the size of bottom hole cavity 15 is determined, is specially：
1. the lining rope and length of different length of the length more than 3 depth of drilling are got out equivalent to the design diameter of bottom hole cavity 15
Waddy；
2. one end of two lining ropes is tied up into waddy two ends respectively, and puts on lining rope dimension mark；
Waddy is sent into bottom hole cavity 15 and carried up and down by the other end for 3. carrying two lining ropes for being waddy, when waddy one
End sticks the wall of bottom hole cavity 15, and the dimension mark on two lining ropes it is consistent when, waddy is to be horizontal, and waddy now is long
Degree is the diameter of bottom hole cavity 15；
(8) upper plate 6 is poured by design requirement；
(9) the waterproof explosive 12 with detonator 10 is installed around the body of rod of anchor pole 4 on sleeve 20 and the hinged place of several poles 11；
(10) the waterproof explosive 12 body of rod of anchor pole 4 carried is placed in correspondence soil cement by the bolthole I and bolthole II of upper plate 6 to be justified
Drill 3 bottom holes in cylinder 18, at once detonating charge；
(11), along the slip casting into drilling 3 of the wall of a borehole 14, injecting cement paste 2 is fully populated with cavity；
(12) treat that injecting cement paste 2 consolidates after-applied prestressing force and locks the top of anchor pole 4 on anchor slab 8；
(13) it is suitable for reading to injected hole 13 by refilling injecting cement paste 2 in 13 pairs of drillings 3 of injected hole on backing plate 7, while casting is split
Gap injecting cement paste 9 is in soil basic capsule gap 5.
The present invention is applied to soil base, but is not limited to soil base, its method and steps can slightly be adjusted can be used to rock and
Hard hard soil foundation.
Claims (9)
1. ball-anchor pole-upper plate basis, it is characterised in that：It includes an embedded soil base（1）In and upper surface and ground（17）
Concordant upper plate（6）, one or more anchor pole（4）And with the anchor pole（4）The backing plate matched（7）And anchor slab（8）；On described
Plate（6）For polygon, its center is provided with a bolthole I；The backing plate（7）Center is provided with a bolthole III；The anchor pole
（4）Including the body of rod, sleeve（20）With several poles（11）；The bottom of the body of rod is fixed with the circular transverse slat of a steel（19）, its
The sleeve that above set is even slided up and down along the body of rod（20）；Several poles（11）One end be articulated with the sleeve
（20）Around, its other end is overlapped on the circular transverse slat（19）Periphery；Against the sleeve（20）Upper edge and described
It is disposed with around the body of rod equipped with detonator（10）Waterproof explosive（12）；The anchor pole（4）Bottom and several poles（11）
Anchored, its top is each passed through the upper plate（6）The bolthole I of correspondence position, and pass through the backing plate（7）Institute
State bolthole III and the anchor slab（8）Connect together.
2. ball-anchor pole as claimed in claim 1-upper plate basis, it is characterised in that：The soil base（1）For mud, Muddy Bottoms
One or more in soil, cohesive soil, silt, loess, sand, artificial earth fill and foundation of gravelly soil.
3. ball-anchor pole as claimed in claim 1-upper plate basis, it is characterised in that：The upper plate（6）It is provided with fixture
（16）.
4. ball-anchor pole as claimed in claim 1-upper plate basis, it is characterised in that：The backing plate（7）On be provided with an injected hole
（13）.
5. ball-anchor pole as claimed in claim 1-upper plate basis, it is characterised in that：The upper plate（6）Each angle be equipped with
One bolthole II；And the anchor pole（4）Top be each passed through the upper plate（6）The bolthole II of correspondence position, and
Through the backing plate（7）The bolthole III and the anchor slab（8）Connect together.
6. ball-anchor pole as claimed in claim 1-upper plate basis, it is characterised in that：The upper plate（6）Center be provided with one
Bolthole I, and each angle is provided with a bolthole II；The anchor pole（4）Top be each passed through the upper plate（6）Correspondence position
The bolthole I and the bolthole II, and through the backing plate（7）The bolthole III and the anchor slab（8）Connection
To together.
7. ball-anchor pole as claimed in claim 1-upper plate basis, it is characterised in that：The circular transverse slat（19）A diameter of institute
State sleeve（20）2 ~ 5 times of external diameter, and the circular transverse slat（19）Under anchor pole（4）Body of rod length and bottom hole cavity（15）'s
Radius is suitable.
8. ball-anchor pole as claimed in claim 1-upper plate basis, it is characterised in that：The pole（11）It is empty that length is less than bottom hole
Chamber（15）Radius.
9. the construction method on ball-anchor pole as claimed in claim 1-upper plate basis, comprises the following steps：
(1) flat base, i.e., flatten select location；
(2) upper plate is corresponded to（6）Center bolthole I and each angle bolthole II in soil base（1）Middle punching, and center hole depth,
And the hole at each angle is shallow；
By the Grouting Pipe with nozzle as the step (2) obtained by hole be placed in the processing soil base（1）Pre- depthkeeping
Degree, is then punched the soil base with cement mortar（1）, soil cement circle is formed after the Grouting Pipe, consolidation while rotating and being lifted
Cylinder（18）；
(4) with the soil cement cylinder of formation（18）For the upper plate（6）Fulcrum, is excavated by design requirement and poured on described
Plate（6）Pit；
(5) the soil cement cylinder formed by design requirement edge（18）Axle by following three kinds of situations set drilling（3）；
The I correspondence upper plate（6）Bore a hole in the position of bolthole I at center；
The II correspondence upper plate（6）Bore a hole in the position of bolthole II at each angle；
The III correspondence upper plate（6）A hole, and center hole depth are bored in the bolthole I at center and the position of bolthole II at each angle
Hole with each angle is shallow；
(6) first time 50 ~ 500g of explosive payload, second of 100 ~ 500g of explosive payload, third time explosive payload 200 ~ 500g ..., powder charge are pressed
Amount is gradually incremented by each soil cement cylinder（18）In the drilling（3）Bottom hole implement explosion, until bottom hole expand
Into cavity；
(7) bottom hole cavity is determined（15）Size, be specially：
1. length is got out more than the drilling（3）The lining rope and length of the different length of depth are empty equivalent to the bottom hole is designed
Chamber（15）The waddy of diameter；
2. one end of two lining ropes is tied up into waddy two ends respectively, and puts on lining rope dimension mark；
Waddy is sent into the bottom hole cavity by the other end for 3. carrying two lining ropes for being waddy（15）It is interior and carry up and down, when
Waddy one end sticks the bottom hole cavity（15）When dimension mark on wall, and two lining ropes is consistent, waddy is to be horizontal,
Waddy length now is the bottom hole cavity（15）Diameter；
(8) the upper plate is poured by design requirement（6）；
(9) in sleeve（20）With several poles（11）Anchor pole on hinged place（4）Band detonator is installed around the body of rod（10）Water resistant
Explosive（12）；
(10) by the anchor pole（4）The waterproof explosive that the body of rod is carried（12）Pass through the upper plate（6）Bolthole I and bolthole
II is placed in the correspondence soil cement cylinder（18）Described in drill（3）Bottom hole, at once detonating charge；
(11) along the wall of a borehole（14）To the drilling（3）Interior slip casting, makes injecting cement paste（2）It is fully populated with cavity；
(12) the injecting cement paste is treated（2）Consolidate after-applied prestressing force and lock the anchor pole（4）Top is in anchor slab（8）On；
(13) the backing plate is passed through（7）On injected hole（13）To the drilling（3）Inside refill the injecting cement paste（2）Described in
Injected hole（13）It is suitable for reading, while crack grouting body of casting（9）In soil basic capsule gap（5）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610215857.4A CN107268585A (en) | 2016-04-09 | 2016-04-09 | Ball-anchor pole-upper plate basis and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610215857.4A CN107268585A (en) | 2016-04-09 | 2016-04-09 | Ball-anchor pole-upper plate basis and its construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107268585A true CN107268585A (en) | 2017-10-20 |
Family
ID=60052337
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610215857.4A Withdrawn CN107268585A (en) | 2016-04-09 | 2016-04-09 | Ball-anchor pole-upper plate basis and its construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107268585A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109208928A (en) * | 2018-11-02 | 2019-01-15 | 潍坊科技学院 | A kind of means for mounting coupling parts of all bamboo structure column root |
-
2016
- 2016-04-09 CN CN201610215857.4A patent/CN107268585A/en not_active Withdrawn
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109208928A (en) * | 2018-11-02 | 2019-01-15 | 潍坊科技学院 | A kind of means for mounting coupling parts of all bamboo structure column root |
| CN109208928B (en) * | 2018-11-02 | 2024-03-19 | 潍坊科技学院 | Full bamboo structure post root build-in structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| WO2018210019A1 (en) | Pile formation method for down-the-hole impact rotary jet composite piles | |
| CN205712063U (en) | Anchor pole-ball-star member basis | |
| CN205617355U (en) | Star -shaped element - stock - ball basis | |
| CN205617356U (en) | Star -shaped element - stock - ball basis | |
| CN205954624U (en) | Soil quito cable resistance to plucking basis | |
| CN107268585A (en) | Ball-anchor pole-upper plate basis and its construction method | |
| CN205712065U (en) | Ball-anchor pole-star member basis | |
| CN205712064U (en) | A kind of ball-anchor pole-star member basis | |
| CN107268583A (en) | Ball-upper plate-anchor rod foundation and its construction method | |
| CN205617354U (en) | Stock - ball - star -shaped element basis | |
| CN205954658U (en) | Stock - star -shaped element - ball basis | |
| CN205617410U (en) | Upper plate - stock - ball basis | |
| CN205617408U (en) | Stock - upper plate - ball basis | |
| CN107268593A (en) | Star member-anchor pole-ball basis and its construction method | |
| CN205617357U (en) | Many cable resistance to plucking bases of soil base star center and arm end | |
| CN205501987U (en) | Soil many cable resistance to plucking bases of base spider arm end | |
| CN205502049U (en) | Many cable resistance to plucking bases in soil base center and board angle | |
| CN107268591A (en) | Soil base list rope anti_floating foundation and its construction method | |
| CN205502047U (en) | Resistance to plucking and cling compound basis | |
| CN107268590A (en) | Ball-anchor pole-star member basis and its construction method | |
| CN205617409U (en) | Upper plate - stock - ball basis | |
| CN107268584A (en) | One bulb-anchor pole-upper plate basis and its construction method | |
| CN107268654A (en) | A kind of upper plate-anchor pole-ball basis and its construction method | |
| CN205502006U (en) | Resistance to plucking anchor foundation | |
| CN107268587A (en) | Anchor pole-ball-star member basis and its construction method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20171020 |
|
| WW01 | Invention patent application withdrawn after publication |