CN208009416U - A kind of groined type reinforcement novel anchor rod - Google Patents

A kind of groined type reinforcement novel anchor rod Download PDF

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Publication number
CN208009416U
CN208009416U CN201820142489.XU CN201820142489U CN208009416U CN 208009416 U CN208009416 U CN 208009416U CN 201820142489 U CN201820142489 U CN 201820142489U CN 208009416 U CN208009416 U CN 208009416U
Authority
CN
China
Prior art keywords
anchoring
inner cylinder
hole
anchor rod
groined type
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.)
Expired - Fee Related
Application number
CN201820142489.XU
Other languages
Chinese (zh)
Inventor
黄模佳
孙付涛
赵腾飞
张雷
胡明誉
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nanchang University
Original Assignee
Nanchang University
Priority date (The priority date 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 date listed.)
Filing date
Publication date
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Priority to CN201820142489.XU priority Critical patent/CN208009416U/en
Application granted granted Critical
Publication of CN208009416U publication Critical patent/CN208009416U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model is related to anchor rod anchored technical fields, more particularly to a kind of groined type reinforcement novel anchor rod, including cylinder anchoring body, bolt body, the axle center of the anchoring body is formed with the through-hole for placing anchoring inner cylinder, the anchoring inner cylinder section is in cirque structure, the barrel of the anchoring inner cylinder is equipped with the reinforced hole passed through for reinforcing bar, the reinforcing bar includes transverse steel and longitudinal reinforcement, and two transverse steels being mutually parallel and two longitudinal reinforcements being mutually parallel constitute well word muscle after passing through reinforced hole;The square hole passed through for anchor pole is formed in the middle part of the well word muscle.The utility model can substantially reduce peak stress, and effectively increase the transmission depth of anchor pole foundation bolt.

Description

A kind of groined type reinforcement novel anchor rod
Technical field
The utility model is related to anchor rod anchored technical field more particularly to a kind of groined type reinforcement novel anchor rods.
Background technology
Wind power generation stepped basis is the important component of structure, carries the whole load for being born superstructure It is safely and reliably transmitted to ground, and the effect of holding structure monolithic stability with effect, is wind power generating set safe operation Key factor;But the design of current blower foundation is still not perfect, and is not well positioned to meet the requirement of economic results in society not only, But also once there are some bases by the whole engineering accident extracted and destroyed.
Based on the above considerations, the utility model devises a kind of groined type reinforcement novel anchor rod.
Utility model content
It the purpose of the utility model is to overcome the deficiencies in the prior art, adapts to reality and needs, a kind of groined type is provided and is added Muscle novel anchor rod.
In order to realize that the purpose of this utility model, the technical solution adopted in the utility model be:
The utility model discloses a kind of groined type reinforcement novel anchor rod, including cylinder anchoring, anchor pole, the anchors The axle center of solid is formed with the through-hole for placing anchoring inner cylinder, and the anchoring inner cylinder section is in cirque structure, the anchoring The barrel of inner cylinder is equipped with the reinforced hole passed through for reinforcing bar, and the reinforcing bar includes transverse steel and longitudinal reinforcement, and two mutually Parallel transverse steel and two longitudinal reinforcements being mutually parallel constitute well word muscle after passing through reinforced hole;Shape in the middle part of the well word muscle At the square hole passed through for anchor pole.
The reinforced hole includes the transverse holes passed through for transverse steel, the longitudinal hole passed through for longitudinal reinforcement, described Laterally, longitudinal hole is set to along the axial direction of the anchoring inner cylinder at equal intervals on the barrel of the anchoring inner cylinder.
The anchoring inner cylinder is plastic round tube or rubber tube.
The anchoring body outer cover is equipped with column, and the cylinder structure of column, the middle part of the column is equipped with and anchor The hole that solids external shape matches.
The beneficial effects of the utility model are:
1. the utility model can substantially reduce peak stress, and effectively increase the transmission depth of anchor pole foundation bolt;
2. the utility model can preferably be applied to various load cases, the utilization rate of anchor pole material is greatly improved;
3. the utility model can conveniently be adjusted by adjusting the thickness and spacing of reinforcing bar, groove depth and width The transmission depth of site preparation foot bolt.
Description of the drawings
Fig. 1 is the structural schematic diagram of the utility model;
Fig. 2 is the partial enlarged view of Fig. 1;
Fig. 3 is the structural schematic diagram that inner cylinder and anchor pole are anchored in the utility model;
Fig. 4 is the vertical view that inner cylinder is anchored in the utility model.
In figure, 1 anchoring body, 2 bolt bodies, 3 anchoring inner cylinders, 4 well word muscle, 41 transverse steels, 42 longitudinal reinforcements, 43 is rectangular Hole, 5 reinforced holes, 51 transverse holes, 52 longitudinal holes, 6 columns.
Specific implementation mode
The utility model is further illustrated with reference to the accompanying drawings and examples:
Referring to Fig. 1-4.
The utility model discloses a kind of groined type reinforcement novel anchor rods, including cylinder anchoring body 1, bolt body 2, the axle center of the anchoring body 1 is formed with the through-hole for placing anchoring inner cylinder 3, and 3 section of anchoring inner cylinder is in circular ring shape knot The barrel of structure, the anchoring inner cylinder 3 is equipped with the reinforced hole 5 passed through for reinforcing bar, and the reinforcing bar includes transverse steel 41 and indulges To reinforcing bar 42, two transverse steels 41 being mutually parallel are constituted after passing through reinforced hole 5 with two longitudinal reinforcements being mutually parallel 42 Well word muscle 4;4 middle part of the well word muscle forms the square hole 43 passed through for bolt body 2, the buried depth of preferred bolt body 2 Length is 5000mm, a diameter of 50mm;A diameter of 220mm of anchoring 1;The depth for anchoring inner cylinder 3 is 2000mm, and internal diameter is 90mm, outer diameter 140mm;Peak stress can be substantially reduced, and the transmission for effectively increasing 2 foundation bolt of bolt body is deep Degree.
Installation process:The anchoring inner cylinder 3 of depth required first is carried out, will laterally, longitudinal reinforcement pass through corresponding reinforced hole 5, form well word muscle 4;Then column 6 is poured outside anchoring body 1, and bolt body 2 is fixed;It finally will entirely anchor inner cylinder 3 are set in outside bolt body 2, and fix, whole to pour together, that is, complete.
The reinforced hole 5 includes the transverse holes 51 passed through for transverse steel 41, the longitudinal direction passed through for longitudinal reinforcement 42 Hole 52, the transverse direction, longitudinal hole are set to along the axial direction of the anchoring inner cylinder 3 at equal intervals on the barrel of the anchoring inner cylinder 3.
The anchoring inner cylinder 3 is plastic round tube or rubber tube.
1 outer cover of the anchoring body is equipped with column 6, and 6 cylinder structure of the column, the middle part of the column 6 is equipped with The hole to match with 1 outer shape of anchoring body.
The above description is only the embodiments of the present invention, and it does not limit the scope of the patent of the present invention, every Equivalents made based on the specification and figures of the utility model are applied directly or indirectly in relevant technical field, It is equally included in the patent within the scope of the utility model.

Claims (4)

1. a kind of groined type reinforcement novel anchor rod, it is characterised in that:Including cylinder anchoring body(1), bolt body(2), The anchoring body(1)Axle center be formed with for place anchoring inner cylinder(3)Through-hole, the anchoring inner cylinder(3)Section is in annulus Shape structure, the anchoring inner cylinder(3)Barrel be equipped with the reinforced hole passed through for reinforcing bar(5), the reinforcing bar includes lateral steel Muscle(41)And longitudinal reinforcement(42), two transverse steels being mutually parallel(41)The longitudinal reinforcement being mutually parallel with two(42)It wears Cross reinforced hole(5)Well word muscle is constituted afterwards(4);The well word muscle(4)Middle part, which is formed, is used for bolt body(2)The square hole passed through (43).
2. a kind of groined type reinforcement novel anchor rod according to claim 1, it is characterised in that:The reinforced hole(5)Including For transverse steel(41)The transverse holes passed through(51), be used for longitudinal reinforcement(42)The longitudinal hole passed through(52), described lateral, vertical It is set at equal intervals on the barrel of the anchoring inner cylinder 3 along the axial direction of the anchoring inner cylinder 3 to hole.
3. a kind of groined type reinforcement novel anchor rod according to claim 2, it is characterised in that:The anchoring inner cylinder(3)For Plastic round tube or rubber tube.
4. a kind of groined type reinforcement novel anchor rod according to claim 3, it is characterised in that:The anchoring body(1)It is external It is set with column(6), the column(6)Cylinder structure, the column(6)Middle part be equipped with and anchoring body(1)External shape The hole that shape matches.
CN201820142489.XU 2018-01-29 2018-01-29 A kind of groined type reinforcement novel anchor rod Expired - Fee Related CN208009416U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820142489.XU CN208009416U (en) 2018-01-29 2018-01-29 A kind of groined type reinforcement novel anchor rod

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820142489.XU CN208009416U (en) 2018-01-29 2018-01-29 A kind of groined type reinforcement novel anchor rod

Publications (1)

Publication Number Publication Date
CN208009416U true CN208009416U (en) 2018-10-26

Family

ID=63883341

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201820142489.XU Expired - Fee Related CN208009416U (en) 2018-01-29 2018-01-29 A kind of groined type reinforcement novel anchor rod

Country Status (1)

Country Link
CN (1) CN208009416U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108193679A (en) * 2018-01-29 2018-06-22 南昌大学 A kind of groined type reinforcement novel anchor rod

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108193679A (en) * 2018-01-29 2018-06-22 南昌大学 A kind of groined type reinforcement novel anchor rod

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GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20181026

Termination date: 20190129