CN209323511U - A kind of moso bamboo anchor pole - Google Patents
A kind of moso bamboo anchor pole Download PDFInfo
- Publication number
- CN209323511U CN209323511U CN201821649787.4U CN201821649787U CN209323511U CN 209323511 U CN209323511 U CN 209323511U CN 201821649787 U CN201821649787 U CN 201821649787U CN 209323511 U CN209323511 U CN 209323511U
- Authority
- CN
- China
- Prior art keywords
- moso bamboo
- rod
- anchor pole
- anchor
- bamboo
- 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.)
- Active
Links
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model provides a kind of moso bamboo anchor pole, including the moso bamboo body of rod, moso bamboo body of rod head offers cross-shaped horn mouth, cross flange cone is connected at the cross-shaped horn mouth of body of rod head, form the tubaeform skeleton fitted closely with anchor pole hole wall, cross flange cone inside is equipped with iron sheet cuff on the moso bamboo body of rod, for preventing body of rod head cross-shaped horn mouth from continuing to expand, moso bamboo body of rod tail portion is equipped with anchor, iron sheet cuff is equipped on the moso bamboo body of rod on the inside of anchor, mortar is equipped in bolthole, moso bamboo anchor pole section is in gradually smaller form along bolthole from inside to outside, its body of rod and mortar, tapered member is formed after surrounding soil bonding, improve the resistance to plucking of anchor pole, tensile bearing capacity.It is the utility model material ecology, environmental protection, economical and there is preferable short-term corrosion resistance, moso bamboo tensile property is good, has good toughness, can reduce the solid pollution in soil layer, bamboo wood source is wide, renewable, brings good Social benefit and economic benefit for engineering construction.
Description
Technical field
The utility model belongs to provisional soil-slope support technology field, and in particular to a kind of moso bamboo anchor pole and its construction
Method.
Background technique
Under existing technical conditions, in the provisional slope project supporting construction in part, current existing anchor pole style
Various, there are various problems, mainly withdrawal resistance, construction complexity, cost etc., generally use regular reinforcement anchor pole or answer in advance
Power Anchor cable-rod easily causes the wasting of resources, and the slurries pair of recharge as supporting means, work progress complexity, higher cost
Soil layer is also easy to produce pollution, and the part other than anchor pole intrusion construction red line handles difficulty, influences on construction in later period very big.Therefore, anxious
A kind of new anchor pole need to be developed, provisional slope construction stability requirement had not only been able to satisfy but also currently employed ordinary steel can be overcome
Deficiency existing for muscle anchor pole and Anchor cable-rod.
Utility model content
In view of the deficiencies of the prior art, the purpose of this utility model is to provide it is a kind of it is easy for construction, material is environmentally friendly, cost
Moso bamboo anchor pole that is cheap and being suitable for provisional soil-slope supporting.
This moso bamboo anchor pole provided by the utility model, including the moso bamboo body of rod, moso bamboo body of rod head offer cross
Shape horn mouth is connected with cross flange cone at the cross-shaped horn mouth of body of rod head, is formed and loudspeaker that anchor pole hole wall fits closely
Form point anchor formula end, for increasing the frictional force of anchor pole and slope soil；
Cross flange cone inside is equipped with iron sheet cuff on the moso bamboo body of rod, for preventing body of rod head crack along body of rod tail
End development；
Moso bamboo body of rod tail portion is equipped with anchor, is equipped with iron sheet cuff on the moso bamboo body of rod on the inside of anchor,
Mortar is equipped in bolthole, the moso bamboo body of rod, mortar and slope soil are well-bonded, stable point anchor formula tension type anchor pole is formed,
The i.e. described moso bamboo anchor pole.
The anchor includes that sleeper loading plate, wedge-shaped wooden spike and reinforcing bar pin, sleeper loading plate and slope support are tight
Closely connected conjunction, sleeper loading plate are equipped with funnel hole, and sleeper loading plate is connect with moso bamboo body of rod tail portion, and wedge-shaped wooden spike is set to moso bamboo
The inside of the body of rod makes the moso bamboo body of rod crack to form bamboo plate, and wedge-shaped wooden spike, bamboo plate and sleeper loading plate three are in close contact,
Reinforcing bar pin is shifted to install in sleeper loading plate both direction in length and breadth, and reinforcing bar pin passes through sleeper loading plate, bamboo plate and wedge shape
Wooden spike forms the anchor to enhance the stability of anchor.
The width of the iron sheet cuff is 5~8cm.
The mortar grade is M20 or M25.
The long * wide of size of the sleeper loading plate is 30cm*30cm, 30~40cm of thickness, among sleeper loading plate
Funnel hole is opened up, is 4~5cm close to one lateral aperture Φ of slope soil, one lateral aperture Φ of free face is 8~10cm；The wedge
Shape wooden spike is process using sleeper, and the length is 40~45cm, smaller one end diameter of phi is 3~4cm, larger one end diameter
Φ is 6~8cm.
The reinforcing bar pin passes through the center of bamboo plate, and bamboo plate is enable sufficiently to carry.
2~3 rows are longitudinally, laterally respectively set sleeper loading plate in the reinforcing bar pin.
Cut-back asphalt is equipped between the crack of the sleeper loading plate, bamboo plate and wedge-shaped wooden spike to seal, and is used for anti-corrosion and worm
Evil.
The utility model provides a kind of moso bamboo anchor pole, including the moso bamboo body of rod, and moso bamboo body of rod head offers cross-shaped horn
Mouthful, it is connected with cross flange cone at the cross-shaped horn mouth of body of rod head, forms the tubaeform skeleton fitted closely with anchor pole hole wall,
Cross flange cone inside is equipped with iron sheet cuff, for preventing body of rod head cross-shaped horn mouth from continuing to expand, hair on the moso bamboo body of rod
Bamboo body of rod tail portion is equipped with anchor, is equipped with iron sheet cuff on the moso bamboo body of rod on the inside of anchor, is equipped with mortar, hair in bolthole
Bamboo anchoring-bolt section is in gradually smaller form along bolthole from inside to outside, forms wedge after the body of rod and mortar, surrounding soil bonding
Shape rod piece improves resistance to plucking, the tensile bearing capacity of anchor pole.Moso bamboo anchor pole described in the utility model is applied in provisional slope project branch
Construction material ecology, environmental protection, economical and have preferable short-term corrosion resistance in shield, moso bamboo tensile property is good, has good
Toughness, be able to satisfy slope stability demand for provisional soil-slope supporting construction after processing, and it meets in a short time
Corrosion resistance requirement, the solid pollution in soil layer can be reduced, bamboo wood source is wide, renewable, brings well for engineering construction
Social benefit and economic benefit.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model one embodiment.
Fig. 2 is the partial schematic diagram of the utility model moso bamboo anchor pole.
In figure: the 1- moso bamboo body of rod；2- cross flange cone；3- iron sheet cuff；4- anchor；5- mortar；The carrying of 6- sleeper
Plate；7- wedge shape wooden spike；8- reinforcing bar pin；9- bamboo plate.
Specific embodiment
It can be seen that present embodiment discloses a kind of moso bamboo anchor poles, including the moso bamboo body of rod 1, cross flange in conjunction with Fig. 1, Fig. 2
Cone 2, iron sheet cuff 3, anchor 4 and mortar 5,1 head of the moso bamboo body of rod offer cross-shaped horn mouth, body of rod head cross
It is connected with cross flange cone 2 at horn mouth, the loudspeaker form point anchor formula end fitted closely with anchor pole hole wall is formed, for increasing hair
The frictional force of bamboo anchoring-bolt and slope soil；2 inside of cross flange cone is equipped with iron sheet cuff 3 on the moso bamboo body of rod, for preventing the body of rod
Head crack is developed along body of rod tail end；1 tail portion of the moso bamboo body of rod is equipped with anchor 4, is equipped on the inside of anchor 4 on the moso bamboo body of rod
Iron sheet cuff 3, the width of iron sheet cuff are 5~8cm, and mortar 5 is equipped in bolthole, and mortar grade is M20, the moso bamboo body of rod 1, sand
Slurry 5 and slope soil are well-bonded, form stable moso bamboo anchor structure.
Anchor 4 in the present embodiment includes sleeper loading plate 6, wedge-shaped wooden spike 7 and reinforcing bar pin 8, sleeper loading plate 6
It is fitted closely with slope support, sleeper loading plate 6 is equipped with the funnel hole being adapted with wedge-shaped wooden spike 7, sleeper loading plate 6 and hair
The connection of 1 tail portion of the bamboo body of rod, wedge-shaped wooden spike 7 are set to the inside of the moso bamboo body of rod 1, and the cracking of the moso bamboo body of rod 1 is made to form bamboo plate 9, wedge
Shape wooden spike 7, bamboo plate 9 and 6 three of sleeper loading plate are in close contact, and reinforcing bar pin 8 is shifted to install in sleeper loading plate 6 in length and breadth two
3 rows are longitudinally, laterally respectively set sleeper loading plate 6 in a direction, reinforcing bar pin 8, reinforcing bar pin 8 pass through sleeper loading plate 6,
Bamboo plate 9 and wedge-shaped wooden spike 7, reinforcing bar pin 8 passes through the center of bamboo plate 9, to enhance the stability of anchor 4, pillow
Cut-back asphalt is equipped between the crack of the wooden loading plate 6, bamboo plate 9 and wedge-shaped wooden spike 7 to seal, and is used for anti-corrosion and insect pest.
The long * wide of the size of sleeper loading plate 6 is 30cm*30cm, and 30~40cm of thickness is opened among sleeper loading plate 6
It is 4~5cm close to one lateral aperture Φ of slope soil if funnel hole, one lateral aperture Φ of free face is 8~10cm；Wedge-shaped wooden spike 7
It is process using sleeper, the length is 40~45cm, smaller one end diameter of phi is 3~4cm, and larger one end diameter of phi is 6
~8cm.
The construction procedure of moso bamboo anchor pole is as follows in the present embodiment:
(1) linear smooth, uniform in material, the undamaged perennial moso bamboo in surface is chosen, is handled through natural air drying, moso bamboo is long
Degree is cut into 3~5m according to anchor pole actual needs, and diameter of phi is 3~4cm, in its external coating cut-back asphalt, with anti-corrosion and worm
Evil；Need to be truncated moso bamboo according to anchorage length, the larger one end of moso bamboo end section is pre-slit cross as head, by body of rod head
Shape crack, in body of rod head insertion cross flange cone, cross flange cone chooses the preferable plank production of material, rigidity, and bottom plate is adopted
With round plank, with a thickness of 2~3cm, bottom plate plank diameter is 8~10cm, and cross plank is installed on bottom plate, thick
Degree is 1~2cm, and length is 30~40cm, and width is 8~10cm, flange poppet surface brushing cut-back asphalt with anti-corrosion and insect pest,
Then iron sheet cuff is installed on the inside of cross flange cone；
(2) the moso bamboo body of rod for being embedded in cross flange cone is put into bolthole, and the design length according to the body of rod, hammer lever
Body, gradually jacking anchor pole uniformly applies hammer force during hammering the body of rod, it is ensured that the hair after body of rod head end moso bamboo cracking
Bamboo chip is not damaged and fractures, and forms the loudspeaker form point anchor formula end fitted closely with hole wall；
(3) mortar is deployed according to match ratio, mortar is injected in bolthole using slip casting machine, it is ensured that the body of rod, mortar and side
Slope soil body three combines closely, and forms point anchor formula tension type anchor pole, guarantees giving full play to for body of rod anchor force；
(4) iron sheet cuff is laid in moso bamboo body of rod aft end, is then inserted in sleeper loading plate, makes itself and slope protection structure
It is closely connected, it is inserted into wedge-shaped wooden spike in body of rod tail end, hammers wooden spike, gradually jacking wooden spike, makes wooden spike, body of rod cracking bamboo plate and sleeper
Loading plate three is in close contact；
(5) using hand electric drill, in sleeper loading plate, 2~3 row's pins are bored in the dislocation of both direction foundation design position in length and breadth
Hole, aperture Φ are 8~10mm, and the reinforcing bar pin of Φ 8mm is assigned after drilling, and the moso bamboo body of rod is made sufficiently to connect anchor by reinforcing bar pin
Gu reinforcing bar pin enables bamboo plate sufficiently to carry by the center for the bamboo plate that cracks on sleeper loading plate, then exist
Sleeper loading plate, wedge-shaped wooden spike, the bamboo plate that cracks crack between pour into cut-back asphalt sealing, with anti-corrosion and insect pest.
Claims (7)
1. a kind of moso bamboo anchor pole, including the moso bamboo body of rod, it is characterised in that: moso bamboo body of rod head offers cross-shaped horn
Mouthful, it is connected with cross flange cone at the cross-shaped horn mouth of body of rod head, forms the loudspeaker form point anchor fitted closely with anchor pole hole wall
Formula end, for increasing the frictional force of anchor pole and slope soil；
Cross flange cone inside is equipped with iron sheet cuff on the moso bamboo body of rod, for preventing body of rod head crack from sending out along body of rod tail end
Exhibition；
Moso bamboo body of rod tail portion is equipped with anchor, is equipped with iron sheet cuff, anchor pole on the moso bamboo body of rod on the inside of anchor
Mortar is equipped in hole, the moso bamboo body of rod, mortar and slope soil are well-bonded, form stable point anchor formula tension type anchor pole, i.e. institute
State moso bamboo anchor pole.
2. moso bamboo anchor pole according to claim 1, it is characterised in that: the anchor includes sleeper loading plate, wedge shape
Wooden spike and reinforcing bar pin, sleeper loading plate are fitted closely with slope support, and sleeper loading plate is equipped with funnel hole, sleeper loading plate
It is connect with moso bamboo body of rod tail portion, wedge-shaped wooden spike is set to the inside of the moso bamboo body of rod, makes the moso bamboo body of rod crack to form bamboo plate, wedge shape
Wooden spike, bamboo plate and sleeper loading plate three are in close contact, and reinforcing bar pin is shifted to install in sleeper loading plate both direction in length and breadth,
Reinforcing bar pin passes through sleeper loading plate, bamboo plate and wedge-shaped wooden spike, to enhance the stability of anchor, forms the anchoring dress
It sets.
3. moso bamboo anchor pole according to claim 1, it is characterised in that: the width of the iron sheet cuff is 5~8cm；It is described
Mortar grade is M20 or M25.
4. moso bamboo anchor pole according to claim 2, it is characterised in that: the long * wide of size of the sleeper loading plate is 30cm*
30cm, 30~40cm of thickness open up funnel hole among sleeper loading plate, close to one lateral aperture Φ of slope soil be 4~
5cm, one lateral aperture Φ of free face are 8~10cm；The wedge shape wooden spike is process using sleeper, the length is 40~45cm,
Its smaller one end diameter of phi is 3~4cm, and larger one end diameter of phi is 6~8cm.
5. moso bamboo anchor pole according to claim 2, it is characterised in that: the reinforcing bar pin passes through the centre bit of bamboo plate
It sets, bamboo plate is enable sufficiently to carry.
6. moso bamboo anchor pole according to claim 2, it is characterised in that: the reinforcing bar pin sleeper loading plate longitudinal direction,
2~3 rows are laterally respectively set.
7. moso bamboo anchor pole according to claim 2, it is characterised in that: the sleeper loading plate, bamboo plate and wedge-shaped wooden spike
Crack between be equipped with cut-back asphalt seal, be used for anti-corrosion and insect pest.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821649787.4U CN209323511U (en) | 2018-10-11 | 2018-10-11 | A kind of moso bamboo anchor pole |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821649787.4U CN209323511U (en) | 2018-10-11 | 2018-10-11 | A kind of moso bamboo anchor pole |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209323511U true CN209323511U (en) | 2019-08-30 |
Family
ID=67707783
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821649787.4U Active CN209323511U (en) | 2018-10-11 | 2018-10-11 | A kind of moso bamboo anchor pole |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209323511U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109235431A (en) * | 2018-10-11 | 2019-01-18 | 中南林业科技大学 | A kind of moso bamboo anchor pole and its construction method |
-
2018
- 2018-10-11 CN CN201821649787.4U patent/CN209323511U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109235431A (en) * | 2018-10-11 | 2019-01-18 | 中南林业科技大学 | A kind of moso bamboo anchor pole and its construction method |
| CN109235431B (en) * | 2018-10-11 | 2023-11-07 | 中南林业科技大学 | Moso bamboo anchor rod and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202139588U (en) | Novel self-broaching anchor rod | |
| CN203569582U (en) | Connecting structure of concrete pipe pile and bearing platform | |
| CN209323511U (en) | A kind of moso bamboo anchor pole | |
| CN205444968U (en) | Bar planting anchor structure | |
| CN106284383B (en) | Prevent and treat completely weathered granite side slope damage by water waterproof and water drainage system and its construction method | |
| CN107366298A (en) | A kind of conversion method for supporting for being used to reinforce blower foundation connection | |
| CN109235431A (en) | A kind of moso bamboo anchor pole and its construction method | |
| CN204475323U (en) | The telescopic Inner bolt head of a kind of modified | |
| CN208816145U (en) | A kind of locked instrument of Tunnel steelframe | |
| CN203113324U (en) | Grouting stirring type anchor pile | |
| CN206052644U (en) | Arc-shaped centering support structure for deep-hole mortar anchor rod | |
| CN205591218U (en) | End mould of pressure type stock and end of end mould preparation thereof | |
| CN204753583U (en) | Recoverable anchor rope type of high pressure jet soil cement stock bears head | |
| CN209429121U (en) | A kind of part pipe seam formula end expansion type energy-absorption anchor rod | |
| CN208668430U (en) | A kind of pile for prestressed pipe and steel-pipe pile built pile supporting construction | |
| CN201567574U (en) | Prestressed anchorage anchor pier slope reinforcing and fixing structure | |
| CN106121227A (en) | A kind of moldboard reinforcing tool and utilize its method carrying out pier formwork reinforcement | |
| CN207160002U (en) | A kind of anchor pole equipment | |
| CN208363089U (en) | The steel strand reinforced structure of Pulling-Resistant Anchor Rod in a kind of stake | |
| CN204754957U (en) | Wing formula stock | |
| CN207079839U (en) | A kind of cobble metope structure | |
| CN206971470U (en) | The reinforced concrete shear wall of built-in horizontal diagonal brace | |
| CN206090559U (en) | Y -shaped earth anchor | |
| CN205712559U (en) | A kind of wallboard connects node | |
| CN207277360U (en) | A kind of conversion support component for being used to reinforce blower foundation connection |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |