CN209412703U - A kind of antiskid stake body anchor cable pier sealing off and covering anchorage component - Google Patents
A kind of antiskid stake body anchor cable pier sealing off and covering anchorage component Download PDFInfo
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- CN209412703U CN209412703U CN201821975264.9U CN201821975264U CN209412703U CN 209412703 U CN209412703 U CN 209412703U CN 201821975264 U CN201821975264 U CN 201821975264U CN 209412703 U CN209412703 U CN 209412703U
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- sealing
- covering anchorage
- anchor cable
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- stake body
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Abstract
The utility model provides a kind of antiskid stake body anchor cable pier sealing off and covering anchorage component, the sealing off and covering anchorage component includes sealing off and covering anchorage mold and anchor plate, the sealing off and covering anchorage mold includes being parallel to each other and symmetrical two vertical facades and two inclined-planes being connected respectively with vertical facade, two vertical facades and two inclined-planes form dustpan-shaped cavity, one end of dustpan-shaped cavity is provided with rectangle opening, the upper bottom surface of the anchor plate is inclined-plane, two sides are mutually perpendicular to, bottom surface is vertical with two sides, and anchor plate upper bottom surface and bottom surface are provided with and extend vertically through hole.The sealing off and covering anchorage modular construction design of the utility model is rationally, easy for assemble or unload, convenient for constructing on the vertical plane, is greatly improved construction efficiency, and sealing off and covering anchorage quality is high, can effectively prevent sealing off and covering anchorage concrete water-permeating, anchorage and anchor cable is caused to get rusty.
Description
Technical field
The utility model relates to sealing off and covering anchorage technical fields, and in particular to a kind of antiskid stake body anchor cable pier sealing off and covering anchorage component.
Background technique
In bridge construction work progress, serious address hazard management section is encountered, is generally required in sliding section arrangement
Friction pile requires that multiple anchor cables are arranged on the pile body of each friction pile, therefore exist very to maintain antiskid stake body to stablize
Need the anchor recess of sealing off and covering anchorage, the sealing off and covering anchorage of general anchor cable uses concreting, there can be uncompacted disadvantage of vibrating, lead to sealing off and covering anchorage more
Imprecision makes water slowly immerse anchor recess, leads to anchor disk, intermediate plate and steel strand wires corrosion, eventually leads to the destruction of prestressed structure, shadow
Ring the safety to friction pile and railroad bridge.Therefore, the key for guaranteeing quality and safety when sealing off and covering anchorage construction how is carried out.This
Outside, armored concrete pad pier is generallyd use when sealing off and covering anchorage is constructed in the prior art, this pad pier is excessively heavy in the construction process,
It is difficult to construct on vertical plane, so that sealing off and covering anchorage working efficiency is low, high labor cost, speed is slow.
Utility model content
In order to overcome the shortage of prior art, the utility model provides a kind of pile body anchor cable anchor pier sealing off and covering anchorage component, the sealing off and covering anchorage group
Part is reasonable in design, easy for assemble or unload, and convenient for constructing on the vertical plane, the mounting surface of sealing off and covering anchorage mold remains and anchor cable
Vertically, guarantee sealing off and covering anchorage quality.
The utility model realizes that the technical solution of above-mentioned purpose is as follows:
A kind of antiskid stake body anchor cable pier sealing off and covering anchorage component, including sealing off and covering anchorage mold and anchor plate, the sealing off and covering anchorage mold include
It is parallel to each other and symmetrical two vertical facades and two inclined-planes being connected respectively with vertical facade, two vertical facades and two
Inclined-plane forms dustpan-shaped cavity, and one end of dustpan-shaped cavity is provided with rectangle opening, and the upper bottom surface of the anchor plate is inclined-plane, and two
Side is mutually perpendicular to, and bottom surface is vertical with two sides, and anchor plate upper bottom surface and bottom surface are provided with and extend vertically through hole.
Preferably, the vertical facade of the sealing off and covering anchorage mold is the quadrangle that an angle is right angle.
Preferably, mounting ear with outward extension on the bottom edge of two vertical facades and the bottom edge on one of inclined-plane
Plate, the installation otic placode are vertical with vertical facade.
The installation otic placode generally uses welding manner to be welded on the bottom edge on vertical facade and one of inclined-plane.
It is further preferred that the installation otic placode is equipped with bolt hole.Bolt hole is several, is evenly distributed on mounting ear
On plate, for sealing off and covering anchorage mold to be fixed on antiskid stake body.
The utility model does not do particular determination to the width of installation otic placode, and being subject to is more than bolt hole aperture.
In the utility model, the vertical facade and two inclined-planes are mutually vertical, and the angle between two inclined-planes can be with
For right angle, acute angle or obtuse angle.
Preferably, it is equipped with knob in the outside on described two inclined-planes, it is further preferred that in order to enable sealing off and covering anchorage template more
Removed on concrete from pouring well, the knob on two inclined-planes along both connecting line be symmetrical arranged.
It is further preferred that the longitudinal section of anchor plate described in the utility model is right-angled trapezium.The wherein right-angled trapezium
Oblique waist where upper bottom surface of the face as anchor plate, bottom surface of the face as anchor plate where the right angle waist of right-angled trapezium,
The axis of the through hole is perpendicular to bottom surface.
The cross-sectional shape of the through hole is not specially limited herein, can be circle, ellipse, quadrangle, five sides
Shape, hexagon or other irregular shapes, preferably circular and hexagon.The size of the through hole is can pass through anchor cable
Subject to, and the size of through hole should be less than the outer diameter of anchorage, and anchorage is mounted on anchor plate bottom surface.
Preferably, the angle of the upper bottom surface of the anchor plate of the utility model and bottom surface and the sum of anchor cable and the angle of pile body
It is 90 °.Making in this way when the upper bottom surface of anchor plate is tightly attached in antiskid stake body, the bottom surface of anchor plate is vertical with anchor cable,
To guarantee that anchorage bottom surface is also vertical with anchor cable.
The application method of the sealing off and covering anchorage component of the utility model is: anchor plate being passed through anchor cable first, makes one of anchor plate
Face is tightly attached on pile body, and anchorage is also passed through to anchor cable and is mounted on anchor plate, another face is vertical with anchor cable at this time, keeps sealing off and covering anchorage
Sealing off and covering anchorage mold is buckled on anchor cable, anchorage and anchor plate by the open upward state of the rectangle of mold, makes the mounting ear of sealing off and covering anchorage mold
Plate is in contact with antiskid stake body, sealing off and covering anchorage mold is bolted on pile body by the bolt hole on installation otic placode, so
Afterwards by the rectangle opening of sealing off and covering anchorage mold into wedge shape cavity casting concrete, reach required by operating instruction to concrete strength
Intensity value when, Bolt dismantling is fallen, sealing off and covering anchorage mold is removed by the knob on sealing off and covering anchorage mold and is reused, anchor plate then retains
In sealing off and covering anchorage concrete.
The sealing off and covering anchorage template sealing off and covering anchorage formwork structure design of the utility model is rationally, easy for assemble or unload, is recycled and reuses,
Construction cost is advantageously reduced, armored concrete pad pier is replaced using the prefabricated anchor plate to match with sealing off and covering anchorage mold, is easy to
It constructs on vertical plane, is greatly improved construction efficiency, and sealing off and covering anchorage quality is high, can effectively prevent sealing off and covering anchorage concrete water-permeating, cause
Anchorage and anchor cable get rusty.
Detailed description of the invention
Fig. 1 is sealing off and covering anchorage mold structure diagram.
Fig. 2 is sealing off and covering anchorage mold side view.
Fig. 3 is anchor plate structural schematic diagram.
Fig. 4 is anchor plate top view.
Fig. 5 is anchor plate side view.
Fig. 6 is sealing off and covering anchorage component usage state diagram.
In figure, 1- sealing off and covering anchorage mold, the vertical facade of 101-, the inclined-plane 102-, 103- rectangle are open, 104- installs otic placode, 105-
Bolt hole, 106- knob, 2- anchor plate, 201- through hole, 3- anchorage, 4- anchor cable, 5- friction pile, 6- concrete.
Specific embodiment
The structure of the utility model is further detailed with reference to the accompanying drawing, these attached drawings are the utility model
Preferred specific embodiment, be not limitations of the present invention.
As shown in Figs. 1-5, a kind of antiskid stake body anchor cable pier sealing off and covering anchorage component, including sealing off and covering anchorage mold 1 and anchor plate 2, institute
State sealing off and covering anchorage mold 1 include be parallel to each other and symmetrical two vertical facades 101 and be connected respectively with vertical facade 101 two it is oblique
Face 102, two vertical facades 101 and two inclined-planes 102 form dustpan-shaped cavity, and one end of dustpan-shaped cavity is provided with rectangle opening
103, the upper bottom surface of the anchor plate 2 is inclined-plane, and two sides are mutually perpendicular to, and bottom surface is vertical with two sides, bottom on anchor plate 2
Face and bottom surface are provided with through hole 201.
The vertical facade 101 of the sealing off and covering anchorage mold 1 is the quadrangle that an angle is right angle.
Installation otic placode with outward extension on the bottom edge of two vertical facades 101 and the bottom edge on one of inclined-plane 102
104, the installation otic placode is vertical with vertical facade 101.
Specifically, installation otic placode 104 is connected to the vertical facade 101 and wherein one of sealing off and covering anchorage mold 1 by welding
On a inclined-plane 102.
Further, the installation otic placode 104 is equipped with several bolts hole 105, and the bolt hole 105 is evenly distributed on peace
It fills on otic placode 104.
In the utility model, the vertical facade 101 and two inclined-planes 102 are mutually vertical, specifically, two inclined-planes
Angle between 102 is right angle.
Further, it is equipped with knob 106 in the outside on described two inclined-planes 102, in order to enable sealing off and covering anchorage template preferably
It is removed on concrete from pouring, the knob on two inclined-planes 102 is symmetrical arranged along the two connecting line.
Specifically, the longitudinal section of the anchor plate 2 is right-angled trapezium.Wherein the face where the oblique waist of the right-angled trapezium is made
For the upper bottom surface of anchor plate 2, bottom surface of the face as anchor plate 2 where the right angle waist of right-angled trapezium, the through hole 201
Axis perpendicular to bottom surface, the cross section of through hole 201 is circle, and four anchor cables 4 as shown in the figure can pass through the circle
Section.
Further, the sum of the angle of the angle of the upper bottom surface of anchor plate 2 and bottom surface and anchor cable 4 and 5 pile body of friction pile
It is 90 °.Make in this way when the upper bottom surface of anchor plate 2 is tightly attached on 5 pile body of friction pile, the bottom surface and anchor cable 4 of anchor plate 2 hang down
Directly, to guarantee that 3 bottom surface of anchorage is also vertical with anchor cable 4.
In a specific embodiment, it is 20cm, the longitudinal section of anchor plate that the size of the anchor plate, which is length and width,
The wide 1.5cm in upper bottom edge, go to the bottom hem width 7cm.
The application method for illustrating the antiskid stake body anchor cable pier sealing off and covering anchorage component of the utility model below with reference to Fig. 6 is: first
Anchor plate 2 is first passed through into anchor cable 4, is tightly attached to a face of anchor plate 2 on 5 pile body of friction pile, anchorage 3 is also passed through into anchor cable 4
Be mounted on anchor plate 2, another face of anchor plate 2 is vertical with anchor cable 4 at this time, keep sealing off and covering anchorage mold 1 rectangle opening 103 to
On state sealing off and covering anchorage mold 1 is buckled on anchor cable 4, anchorage 3 and anchor plate 2, and make the installation otic placode 104 of sealing off and covering anchorage mold 1 and anti-
5 pile body of sliding pile is in contact, and sealing off and covering anchorage mold 1 is bolted on pile body by the bolt hole 105 on installation otic placode 104,
By the rectangle opening 103 of sealing off and covering anchorage mold 1 into dustpan-shaped cavity casting concrete 6, reach operating instruction to 6 intensity of concrete
When required intensity value, Bolt dismantling is fallen, sealing off and covering anchorage mold 1 is removed by the knob 106 on sealing off and covering anchorage mold 1 and is reused,
Anchor plate 2 is then retained in sealing off and covering anchorage concrete 6.
The utility model can also have other various embodiments, in the situation without departing substantially from the spirit of the present invention and its essence
Under, those skilled in the art can make various corresponding changes and modifications according to the utility model, but these are corresponding
Change and modification all should belong to the protection scope of the utility model claims.
Claims (10)
1. a kind of antiskid stake body anchor cable pier sealing off and covering anchorage component, which is characterized in that including sealing off and covering anchorage mold (1) and anchor plate (2), institute
Stating sealing off and covering anchorage mold (1) includes being parallel to each other and symmetrical two vertical facades (101) and being connected respectively with vertical facade (101)
Two inclined-planes (102), two vertical facades (101) and two inclined-planes (102) form dustpan-shaped cavity, one end of dustpan-shaped cavity
It is provided with rectangle opening (103), the upper bottom surface of the anchor plate (2) is inclined-plane, and two sides are mutually perpendicular to, bottom surface and two sides
Vertically, anchor plate (2) upper bottom surface and bottom surface, which are provided with, extends vertically through hole (201).
2. antiskid stake body anchor cable pier sealing off and covering anchorage component according to claim 1, which is characterized in that the sealing off and covering anchorage mold
(1) vertical facade (101) is the quadrangle that an angle is right angle.
3. antiskid stake body anchor cable pier sealing off and covering anchorage component according to claim 1, which is characterized in that the sealing off and covering anchorage mold
(1) installation otic placode with outward extension on the bottom edge of the vertical facade (101) of two and the bottom edge of one of inclined-plane (102)
(104), the installation otic placode (104) is vertical with vertical facade (101).
4. antiskid stake body anchor cable pier sealing off and covering anchorage component according to claim 3, which is characterized in that the installation otic placode
(104) it is welded on the bottom edge of vertical facade (101) and one of inclined-plane (102) using welding manner.
5. antiskid stake body anchor cable pier sealing off and covering anchorage component according to claim 3, which is characterized in that the installation otic placode
(104) bolt hole (105) are equipped with, bolt hole (105) is several, is evenly distributed in installation otic placode (104).
6. antiskid stake body anchor cable pier sealing off and covering anchorage component according to claim 1, which is characterized in that the vertical facade
(101) mutually vertical with two inclined-planes (102).
7. antiskid stake body anchor cable pier sealing off and covering anchorage component according to claim 1, which is characterized in that two inclined-planes (102)
Outside be equipped with knob (106), two knob (106) along two inclined-planes (102) connecting line be symmetrical arranged.
8. antiskid stake body anchor cable pier sealing off and covering anchorage component according to claim 1, which is characterized in that the anchor plate
(2) longitudinal section be right-angled trapezium, upper bottom surface of the face as anchor plate (2) where the oblique waist of right-angled trapezium, right-angled trapezium
Bottom surface of the face as anchor plate (2) where right angle waist, the axis of the through hole (201) is perpendicular to bottom surface.
9. antiskid stake body anchor cable pier sealing off and covering anchorage component according to claim 1, which is characterized in that the through hole
(201) cross-sectional shape is circle, ellipse, quadrangle, pentagon or hexagon.
10. antiskid stake body anchor cable pier sealing off and covering anchorage component according to claim 1, which is characterized in that the anchor plate (2)
Upper bottom surface and the angle and the sum of the angle of anchor cable and pile body of bottom surface be 90 °.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821975264.9U CN209412703U (en) | 2018-11-28 | 2018-11-28 | A kind of antiskid stake body anchor cable pier sealing off and covering anchorage component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821975264.9U CN209412703U (en) | 2018-11-28 | 2018-11-28 | A kind of antiskid stake body anchor cable pier sealing off and covering anchorage component |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209412703U true CN209412703U (en) | 2019-09-20 |
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ID=67935814
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821975264.9U Active CN209412703U (en) | 2018-11-28 | 2018-11-28 | A kind of antiskid stake body anchor cable pier sealing off and covering anchorage component |
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| CN (1) | CN209412703U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115198743A (en) * | 2021-10-19 | 2022-10-18 | 北方工业大学 | Design of optimal proportioning scheme of pea stone mortar anchor disc |
-
2018
- 2018-11-28 CN CN201821975264.9U patent/CN209412703U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115198743A (en) * | 2021-10-19 | 2022-10-18 | 北方工业大学 | Design of optimal proportioning scheme of pea stone mortar anchor disc |
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