CN208280126U - The leaf pier shaft steel reinforcement cage positioning device of crape myrtle - Google Patents
The leaf pier shaft steel reinforcement cage positioning device of crape myrtle Download PDFInfo
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- CN208280126U CN208280126U CN201820535985.1U CN201820535985U CN208280126U CN 208280126 U CN208280126 U CN 208280126U CN 201820535985 U CN201820535985 U CN 201820535985U CN 208280126 U CN208280126 U CN 208280126U
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- reinforcement cage
- leaf
- steel reinforcement
- pier shaft
- crape myrtle
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Abstract
The utility model discloses a kind of leaf pier shaft steel reinforcement cage positioning devices of crape myrtle, including the leaf pier shaft steel reinforcement cage of crape myrtle, two located lateral channel steels and two longitudinal register channel steels on crape myrtle leaf pier shaft steel reinforcement cage outer surface, the cushion cap template being respectively arranged on two located lateral channel steel both ends and two longitudinal register channel steel both ends；Two longitudinal register channel steels are respectively positioned on the top of two located lateral channel steels, cross-distribution is grid-shaped two-by-two for two located lateral channel steels and two longitudinal register channel steels, each piece of cap mold backboard is equipped with several templates installation main rib beam to crape myrtle leaf pier shaft steel reinforcement cage side, and the junction of every located lateral channel steel and every longitudinal register channel steel is equipped with sizing regulating mechanism.The utility model has the characteristics that can be improved pier shaft steel reinforcement cage integral hoisting quality.
Description
Technical field
The utility model relates to reinforcing bar field of locating technology, and referring in particular to one kind can be improved pier shaft steel reinforcement cage integral hoisting
The leaf pier shaft steel reinforcement cage positioning device of the crape myrtle of quality.
Background technique
Large aperture, big depth cast-in-place concrete pile are usually required in the heavy constructions such as bridge, electric field construction.It is driving piles
During, guarantee that position of steel reinforcement cage during filling concrete is accurately very important, otherwise reinforcing bar cage location is inclined
It moves, tilt more, pile foundation thickness of protection tier will be caused inadequate, to cause the quality problems of engineering construction.
Currently, the positioning method that construction enterprises use domestic mostly is that scene is fixed by the way of welding short steel rod on steel reinforcement cage
Position, i.e., in steel reinforcement cage external welding bar dowel, the shortcomings that bar dowel horizontally toward hole wall direction, this mode, is steel reinforcement cage under
Be easy during putting to shake, cause spacer bar to hit casing, the phenomenon that steel reinforcement cage deviation occur, influence pier construction progress and
Construction quality.Therefore, a kind of pier shaft steel reinforcement cage positioning device that can be improved pier shaft steel reinforcement cage integral hoisting quality is designed, it is just aobvious
It obtains very necessary.
Utility model content
The utility model is to overcome in the prior art, and it is inclined that existing steel reinforcement cage positioning method is easy to appear steel reinforcement cage
Position, the problem of influencing pier shaft steel reinforcement cage integral hoisting quality, providing one kind can be improved pier shaft steel reinforcement cage integral hoisting quality
The leaf pier shaft steel reinforcement cage positioning device of crape myrtle.
To achieve the above object, the utility model uses following technical scheme:
A kind of leaf pier shaft steel reinforcement cage positioning device of crape myrtle, including the leaf pier shaft steel reinforcement cage of crape myrtle are set to the leaf pier of crape myrtle
Two located lateral channel steels and two longitudinal register channel steels on body steel reinforcement cage outer surface, are respectively arranged on two located lateral channel steels
Cushion cap template on both ends and two longitudinal register channel steel both ends；Two longitudinal register channel steels are respectively positioned on two located lateral channel steels
Top, cross-distribution is grid-shaped two-by-two for two located lateral channel steels and two longitudinal register channel steels, each piece of cap mold backboard
Several templates installation main rib beam, every located lateral channel steel and every longitudinal direction are equipped with to crape myrtle leaf pier shaft steel reinforcement cage side
The junction of locating slot steel is equipped with sizing regulating mechanism.
In the utility model, two located lateral channel steels and two longitudinal register channel steels are used to reinforce the positioning to steel reinforcement cage
It is inclined to solve steel reinforcement cage mounting plane position for accuracy, location dimension size of the sizing regulating mechanism to adjust steel reinforcement cage
The larger problem in position.The utility model has the characteristics that can be improved pier shaft steel reinforcement cage integral hoisting quality.
Preferably, the leaf pier shaft steel reinforcement cage of crape myrtle is equipped with a delineation position stirrup, positioning stirrup and the leaf pier shaft of crape myrtle
Steel reinforcement cage is fixedly connected.Positioning stirrup is difficult to control for solving the problems, such as that steel reinforcement cage is mounted on upright position deviation, and it is fixed to improve
Level exactness.
Preferably, each sizing regulating mechanism includes two rectangular round hole slots, it is set to two long square circulars
Bolt on hole slot, bolt upper and lower ends are equipped with gasket and nut, and bolt is slidably connected with two rectangular round hole slots respectively.
Sizing regulating mechanism at the delivery position of longitudinal register channel steel and located lateral channel steel, to adjust steel reinforcement cage positioning rule
It is very little, locking reinforcing is carried out with screw bolt and nut after position adjusting is accurate.
Preferably, a rectangular round hole slot position of each sizing regulating mechanism is on located lateral channel steel, separately
One rectangular round hole slot position is on longitudinal register channel steel.The structure makes when adjusting steel reinforcement cage location dimension, Neng Gou
It is adjusted on horizontal and vertical, improves positioning accuracy.
Preferably, each template installation main rib beam in monolithic cushion cap template equidistantly arranges.Main rib beam is equidistantly arranged
Column strengthen the stability of entire positioning device when in use.
Preferably, crape myrtle leaf pier shaft steel reinforcement cage cross section is in rectangle.
Therefore, the utility model has the following beneficial effects: (1) solves, steel reinforcement cage mounting plane position deviation is biggish to be asked
Topic improves the accuracy of plan-position positioning；(2) it can be improved steel bar cage protecting layer thickness qualification rate；(3) reinforce to steel reinforcement cage
High process control when installation.
Detailed description of the invention
Fig. 1 is a kind of elevation of the utility model；
Fig. 2 is a kind of plan view of the utility model；
Fig. 3 is a kind of close-up plan view in Fig. 2 at A；
Fig. 4 is a kind of structural schematic diagram of sizing regulating mechanism in the utility model.
In figure: the leaf pier shaft steel reinforcement cage 1 of crape myrtle, located lateral channel steel 2, longitudinal register channel steel 3, cushion cap template 4, template peace
Fill main rib beam 5, sizing regulating mechanism 6, positioning stirrup 7, rectangular round hole slot 8, bolt 9, gasket 10, nut 11.
Specific embodiment
The utility model is further described with specific embodiment with reference to the accompanying drawing:
A kind of leaf pier shaft steel reinforcement cage positioning device of crape myrtle as depicted in figs. 1 and 2, including the leaf pier shaft steel reinforcement cage of crape myrtle
1, two located lateral channel steels 2 and two longitudinal register channel steels 3 on crape myrtle leaf pier shaft steel reinforcement cage outer surface are set respectively
Cushion cap template 4 on two located lateral channel steel both ends and two longitudinal register channel steel both ends；Two longitudinal register channel steels are equal
Positioned at the top of two located lateral channel steels, cross-distribution is in net two-by-two for two located lateral channel steels and two longitudinal register channel steels
Trellis, each piece of cap mold backboard are equipped with several templates installation main rib beam 5, every cross to crape myrtle leaf pier shaft steel reinforcement cage side
Sizing regulating mechanism 6 is equipped with to the junction of locating slot steel and every longitudinal register channel steel.
Crape myrtle leaf pier shaft steel reinforcement cage cross section is in rectangle, and the leaf pier shaft steel reinforcement cage of crape myrtle is equipped with a delineation position stirrup 7,
Positioning stirrup is fixedly connected with the leaf pier shaft steel reinforcement cage of crape myrtle.Positioning stirrup is mounted on upright position deviation for solving steel reinforcement cage
Uncontrollable problem improves positional accuracy.
In addition, each sizing regulating mechanism includes two rectangular round hole slots 8, it is set to two rectangular round hole slots
On bolt 9, bolt upper and lower ends are equipped with gasket 10 and nut 11, and bolt connects with two rectangular round hole slots slidings respectively
It connects.Sizing regulating mechanism at the delivery position of longitudinal register channel steel and located lateral channel steel, it is fixed to adjust steel reinforcement cage
Position size carries out locking reinforcing with screw bolt and nut after position adjusting is accurate.One of each sizing regulating mechanism is rectangular
Round hole slot position is on located lateral channel steel, another rectangular round hole slot position is on longitudinal register channel steel.The structure makes
It when adjusting steel reinforcement cage location dimension, can be adjusted on horizontal and vertical, improve positioning accuracy.
Each template installation main rib beam in monolithic cushion cap template equidistantly arranges.Main rib beam equidistantly arrange strengthen it is whole
The stability of a positioning device when in use.
In addition, cushion cap concrete is additionally provided between crape myrtle leaf pier shaft steel reinforcement cage bottom, each piece of cushion cap template, for holding
By, the load that is transmitted by pier shaft steel reinforcement cage of distribution.
The application method for carrying out positioning adjusting to the leaf pier shaft steel reinforcement cage of crape myrtle using the utility model is as follows:
After the completion of pile foundation hole cleaning, the leaf pier shaft steel reinforcement cage of crape myrtle is transferred to two cross of the utility model using crane
To among locating slot steel and two located lateral channel steels, using at the delivery position of longitudinal register channel steel and located lateral channel steel
Sizing regulating mechanism is adjusted the plan-position of steel reinforcement cage on horizontal and vertical, and spiral shell is used after adjusting accurately in position
Screw bolt and nut carries out locking reinforcing, and to casting concrete, shape between crape myrtle leaf pier shaft steel reinforcement cage bottom, each piece of cushion cap template
At cushion cap.
It should be understood that the present embodiment is merely to illustrate the utility model rather than limitation the scope of the utility model.Furthermore
It should be understood that after reading the content taught by the present invention, those skilled in the art can make the utility model various
Change or modification, these equivalent forms also fall within the scope of the appended claims of the present application.
Claims (6)
1. a kind of leaf pier shaft steel reinforcement cage positioning device of crape myrtle, characterized in that including the leaf pier shaft steel reinforcement cage (1) of crape myrtle, be set to
Two located lateral channel steels (2) and two longitudinal register channel steels (3) on crape myrtle leaf pier shaft steel reinforcement cage outer surface, are respectively arranged on
Cushion cap template (4) on two located lateral channel steel both ends and two longitudinal register channel steel both ends；Two longitudinal register channel steels are equal
Positioned at the top of two located lateral channel steels, cross-distribution is in net two-by-two for two located lateral channel steels and two longitudinal register channel steels
Trellis, each piece of cap mold backboard are equipped with several templates to crape myrtle leaf pier shaft steel reinforcement cage side and install main rib beam (5), and every
The junction of located lateral channel steel and every longitudinal register channel steel is equipped with sizing regulating mechanism (6).
2. the leaf pier shaft steel reinforcement cage positioning device of crape myrtle according to claim 1, characterized in that the leaf pier shaft reinforcing bar of crape myrtle
Cage is equipped with delineation position stirrup (7), and positioning stirrup is fixedly connected with the leaf pier shaft steel reinforcement cage of crape myrtle.
3. the leaf pier shaft steel reinforcement cage positioning device of crape myrtle according to claim 1, characterized in that each sizing is adjusted
Mechanism includes two rectangular round hole slots (8), the bolt (9) on two rectangular round hole slots, and bolt upper and lower ends are equal
Equipped with gasket (10) and nut (11), bolt is slidably connected with two rectangular round hole slots respectively.
4. the leaf pier shaft steel reinforcement cage positioning device of crape myrtle according to claim 3, characterized in that each sizing is adjusted
The rectangular round hole slot position of one of mechanism is on located lateral channel steel, another rectangular round hole slot position is in longitudinal register channel steel
On.
5. the leaf pier shaft steel reinforcement cage positioning device of crape myrtle according to claim 1 or 2 or 3 or 4, characterized in that monolithic is held
Each template installation main rib beam in platform template equidistantly arranges.
6. the leaf pier shaft steel reinforcement cage positioning device of crape myrtle according to claim 1 or 2 or 3 or 4, characterized in that common crapemyrtle leaf
Shape pier shaft steel reinforcement cage cross section is in rectangle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820535985.1U CN208280126U (en) | 2018-04-16 | 2018-04-16 | The leaf pier shaft steel reinforcement cage positioning device of crape myrtle |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820535985.1U CN208280126U (en) | 2018-04-16 | 2018-04-16 | The leaf pier shaft steel reinforcement cage positioning device of crape myrtle |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208280126U true CN208280126U (en) | 2018-12-25 |
Family
ID=64750937
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820535985.1U Active CN208280126U (en) | 2018-04-16 | 2018-04-16 | The leaf pier shaft steel reinforcement cage positioning device of crape myrtle |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208280126U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111926707A (en) * | 2020-07-14 | 2020-11-13 | 中建安装集团有限公司 | Positioning device and method for realizing assembly joint connection in assembly bridge engineering |
-
2018
- 2018-04-16 CN CN201820535985.1U patent/CN208280126U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111926707A (en) * | 2020-07-14 | 2020-11-13 | 中建安装集团有限公司 | Positioning device and method for realizing assembly joint connection in assembly bridge engineering |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190329 Address after: 310000 Qianjiang Building, 2031 Jiangling Road, Binjiang District, Hangzhou City, Zhejiang Province Patentee after: Zhejiang construction group Limited by Share Ltd Address before: 310051 5th Floor, Qianjiang Building, 2031 Jiangling Road, Binjiang District, Hangzhou City, Zhejiang Province Patentee before: Zhejiang handover group Limited by Share Ltd Railway Branch |