CN210457158U - Curtain type mounting structure for quickly hoisting square concrete pier column hooping - Google Patents
Curtain type mounting structure for quickly hoisting square concrete pier column hooping Download PDFInfo
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- CN210457158U CN210457158U CN201921312782.7U CN201921312782U CN210457158U CN 210457158 U CN210457158 U CN 210457158U CN 201921312782 U CN201921312782 U CN 201921312782U CN 210457158 U CN210457158 U CN 210457158U
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Abstract
The utility model discloses a curtain type mounting structure for quickly hoisting square concrete pier stud hoops; the curtain type mounting structure comprises stirrups and positioning ribs; the stirrups and the positioning ribs are respectively in multiple groups, and the stirrups are horizontally assembled and processed into a curtain type whole through the positioning ribs; when the stirrups are integrally installed and lifted to the designed height by using the tower crane, the stirrups are attached to the corresponding main reinforcements and then connected by adopting binding wires. The installation operation method comprises the following steps: (1) integrally processing the stirrup; (2) integrally hoisting the stirrups; (3) integrally mounting the stirrups; the conventional cable tower stirrup installation generally adopts a root-by-root installation method system, and the method mainly aims at cable towers with short height and small cross-sectional area. The integral curtain type hoisting construction method for the higher or ultrahigh cable tower is shorter in time and higher in efficiency than the one-by-one installation construction method. Particularly, the higher the cable tower and the larger the section area, the more the utilization value of the cable tower can be reflected.
Description
Technical Field
The utility model relates to a civil engineering field, particularly, relate to a quick curtain formula mounting structure who hoists of square concrete pier stud stirrup.
Background
At present, the hooping installation of the suspension bridge cable tower in China generally adopts a one-by-one hoisting method system, and the method mainly aims at the cable tower with shorter height and smaller cross-sectional area. If a root-by-root hoisting method system is used for a higher or ultrahigh cable tower, the efficiency is lower, and the efficiency is greatly improved and the time is greatly shortened by using the integral curtain type hoisting construction method compared with a root-by-root hoisting construction method. Particularly, the higher the cable tower and the larger the section area, the more the utilization value of the cable tower can be reflected.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a curtain formula mounting structure of quick hoist and mount of square concrete pier stud stirrup here, make its installation used time short, efficient. Particularly, the higher the cable tower and the larger the section area, the more the utilization value of the cable tower can be reflected.
The utility model discloses the time realize like this, construct the curtain formula mounting structure that square concrete pier stud stirrup hoisted fast, its characterized in that: comprises a stirrup and a positioning rib; the stirrups and the positioning ribs are respectively in multiple groups, and the stirrups are horizontally assembled and processed into a curtain type whole through the positioning ribs; when the stirrups are integrally installed and lifted to the designed height by using the tower crane, the stirrups are attached to the corresponding main reinforcements and then connected by adopting binding wires.
The utility model provides a curtain formula installation method of quick hoist and mount of square concrete pier stud stirrup which characterized in that: the method comprises the following steps:
the method comprises the following steps: integrally processing stirrups:
firstly, assembling and processing the stirrups of each surface into a whole through positioning ribs according to the design size;
step two: integrally hoisting the stirrups:
hoisting by using a tower crane after the machining is finished, connecting the tower crane and the stirrups by using steel ropes and shackles, integrally hoisting the stirrups to the height of the cable tower, and integrally installing;
step three: integrally installing stirrups:
when the tower crane is used for hoisting to the designed height, the tower crane is attached to the main reinforcement and then connected by adopting the binding wires.
The utility model has the advantages of as follows: the utility model discloses a curtain type mounting structure and a mounting method for quickly hoisting square concrete pier stud hoops; the curtain type mounting structure comprises stirrups, positioning ribs and a tower crane hook; the stirrups and the positioning ribs are respectively in multiple groups, and the stirrups are horizontally assembled and processed into a curtain type whole through the positioning ribs; when the stirrups are integrally installed and lifted to the designed height by using the tower crane, the stirrups are attached to the corresponding main reinforcements and then connected by adopting binding wires. The installation operation method comprises the following steps: (1) integrally processing the stirrup; (2) integrally hoisting the stirrups; (3) integrally mounting the stirrups; the conventional cable tower stirrup installation generally adopts a root-by-root installation method system, and the method mainly aims at cable towers with short height and small cross-sectional area. The integral curtain type hoisting construction method for the higher or ultrahigh cable tower is shorter in time and higher in efficiency than the one-by-one installation construction method. Particularly, the higher the cable tower and the larger the section area, the more the utilization value of the cable tower can be reflected. In addition, (1) pass through the utility model discloses an implement, can be efficient in the cable tower that superelevation, cross sectional area are big install the stirrup in place. (2) Compared with the prior art, the installation efficiency is high one by one, the used time is short, the safety device is stable, and safety accidents are not easy to happen.
Drawings
Fig. 1 is the utility model discloses the whole curtain formula of cable tower stirrup hoist and mount sketch map.
Wherein: stirrup 1, location muscle 2, tower crane lifting hook 3.
Detailed Description
The present invention will be described in detail with reference to the accompanying fig. 1, and the technical solutions in the embodiments of the present invention will be clearly and completely described, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
An object of the utility model is to provide a curtain-type installation method of quick hoist and mount of square concrete pier stud stirrup makes its installation used time short, and is efficient, and can construct safely effectively.
The following further explains the embodiments of the present invention with reference to the drawings:
a curtain type mounting structure for quickly hoisting square concrete pier column hoops comprises hoops 1 and positioning ribs 2; the stirrups 1 and the positioning ribs 2 are respectively in multiple groups, and the stirrups 1 are horizontally assembled and processed into a curtain type whole through the positioning ribs 2; when the stirrup 1 is integrally installed, a tower crane is used for hoisting to the designed height, the stirrup is attached to the corresponding main reinforcement, and then the stirrup is connected by adopting a binding wire.
Curtain type installation method for quickly hoisting square concrete pier column stirrups, improves speed, and can be safely and effectively constructed
The method comprises the following steps: integrally processing the stirrup 1:
firstly, processing the stirrup 1 on each surface into a whole according to the design size of a drawing;
step two: integrally hoisting the stirrups:
and after the machining is finished, hoisting by using a tower crane, connecting the tower crane and the stirrups by using steel ropes and shackles, integrally hoisting the stirrups to the design height of a cable tower drawing, and integrally installing.
Step three: integrally installing stirrups:
when the tower crane is used for hoisting to the designed height, the tower crane is attached to the main reinforcement and then connected by adopting the binding wires.
The previous description of the disclosed embodiments is provided to enable any person skilled in the art to make or use the present invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the invention. Thus, the present invention is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.
Claims (1)
1. The utility model provides a curtain formula mounting structure of quick hoist and mount of square concrete pier stud stirrup which characterized in that: comprises a stirrup (1) and a positioning rib (2); the stirrups (1) and the positioning ribs (2) are respectively in multiple groups, and the stirrups (1) are horizontally assembled and processed into a curtain type whole through the positioning ribs (2); the hooping (1) is integrally attached to the corresponding main reinforcement and then connected by adopting binding wires.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921312782.7U CN210457158U (en) | 2019-08-14 | 2019-08-14 | Curtain type mounting structure for quickly hoisting square concrete pier column hooping |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921312782.7U CN210457158U (en) | 2019-08-14 | 2019-08-14 | Curtain type mounting structure for quickly hoisting square concrete pier column hooping |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210457158U true CN210457158U (en) | 2020-05-05 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201921312782.7U Active CN210457158U (en) | 2019-08-14 | 2019-08-14 | Curtain type mounting structure for quickly hoisting square concrete pier column hooping |
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| CN (1) | CN210457158U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110356955A (en) * | 2019-08-14 | 2019-10-22 | 四川路桥华东建设有限责任公司 | The curtain mounting structure and Method for Installation of square concrete pier stud stirrup fast hoisting |
-
2019
- 2019-08-14 CN CN201921312782.7U patent/CN210457158U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110356955A (en) * | 2019-08-14 | 2019-10-22 | 四川路桥华东建设有限责任公司 | The curtain mounting structure and Method for Installation of square concrete pier stud stirrup fast hoisting |
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