CN217026685U - Bailey sheet reaction frame device for prepressing bracket of 0# block of continuous beam - Google Patents

Bailey sheet reaction frame device for prepressing bracket of 0# block of continuous beam Download PDF

Info

Publication number
CN217026685U
CN217026685U CN202122714914.2U CN202122714914U CN217026685U CN 217026685 U CN217026685 U CN 217026685U CN 202122714914 U CN202122714914 U CN 202122714914U CN 217026685 U CN217026685 U CN 217026685U
Authority
CN
China
Prior art keywords
reaction frame
bailey
bracket
prepressing
continuous beam
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
Application number
CN202122714914.2U
Other languages
Chinese (zh)
Inventor
吴少磊
孔涛
张奎
万明星
刘云鹏
王海水
尤永波
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.)
China Railway 15th Bureau Group Co Ltd
Fourth Engineering Co Ltd of China Railway 15th Bureau Group Co Ltd
Original Assignee
China Railway 15th Bureau Group Co Ltd
Fourth Engineering Co Ltd of China Railway 15th Bureau Group Co Ltd
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
Application filed by China Railway 15th Bureau Group Co Ltd, Fourth Engineering Co Ltd of China Railway 15th Bureau Group Co Ltd filed Critical China Railway 15th Bureau Group Co Ltd
Priority to CN202122714914.2U priority Critical patent/CN217026685U/en
Application granted granted Critical
Publication of CN217026685U publication Critical patent/CN217026685U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Bridges Or Land Bridges (AREA)

Abstract

The utility model provides a bailey piece reaction frame device for prepressing of 0# piece bracket of continuous beam, includes three kinds of parallel arrangement's bailey piece reaction frame, and the axial of reaction frame is perpendicular with the axial of pier shaft, and the below of reaction frame is equipped with a plurality of I-steel bolsters, and the top of reaction frame is equipped with the distribution roof beam, and two rows of screw-thread steel are fixed to the distribution roof beam, and the lower extreme of screw-thread steel is pre-buried in the pier shaft, the equal fixed bracket in two sides of pier shaft, a plurality of jacks that distribute on the bracket. Compared with the prior art, the utility model has the technical effects that the Bailey sheets are used as the supporting main bodies and the Bailey sheets are used as the industrial standard parts, so that the Bailey sheets are convenient to connect, convenient to install and disassemble on site and capable of being repeatedly used, and convenience is provided for prepressing the 0# block bracket of the continuous beam.

Description

Bailey sheet reaction frame device for prepressing bracket of 0# block of continuous beam
Technical Field
The utility model relates to a Bailey sheet reaction frame device for prepressing a bracket of a No. 0 block of a continuous beam.
Background
When a bridge is built at present, a main span adopts a continuous T-shaped rigid frame continuous beam, a main pier is a double-limb thin-wall hollow pier, and the structure body is up to 128 meters. Pier shaft and rigid frame continuous beam construction have certain high risk, and the concrete embodiment is: the method has the advantages of large wind pressure load, obvious temperature gradient difference and large displacement of the plane freedom degree of the flexible high pier before closure. Follow-up superstructure construction relies on the stability of thin wall hollow high mound self more, in order to ensure construction reliability, security, when carrying out 0# piece triangular bracket whole back pressure design, need the unbalanced load of strict control, fully simulate construction operating mode load change to verify bracket atress deflection, maximum load-holding rigidity, bearing capacity, component processing installation quality, need bridge bracket pre-compaction device for this reason.
Referring to chinese patent publication No. CN211897860U, there is now a reaction frame device for pre-stressing a bridge carrier. But the manufacture is complicated and the device can not be used repeatedly.
SUMMERY OF THE UTILITY MODEL
The technical problems to be solved by the utility model are as follows: how to design a simply made, repeatedly usable's bere piece reaction frame device that is used for continuous beam 0# piece bracket pre-compaction.
The technical scheme of the utility model is as follows:
the utility model provides a bailey piece reaction frame device for 0# piece bracket pre-compaction of continuous beam, includes three kinds of parallel arrangement's bailey piece reaction frame, and the axial of reaction frame is perpendicular with the axial of pier shaft, and the below of reaction frame is equipped with a plurality of I-steel bolsters, and the top of reaction frame is equipped with the distribution roof beam, and two rows of screw-thread steels are fixed to the distribution roof beam, and the lower extreme of screw-thread steel is pre-buried in the pier shaft, the equal fixed bracket in two sides of pier shaft, a plurality of jacks that distribute on the bracket.
The Bailey reaction frame comprises a plurality of parallel Bailey pieces which are fixed together.
Two rows of screw steel are distributed on two sides of the reaction frame.
The bracket and the jack are provided with I-steel bolsters.
Compared with the prior art, the utility model has the technical effects that the Bailey sheets are used as the supporting main bodies and the Bailey sheets are used as the industrial standard parts, so that the Bailey sheets are convenient to connect, convenient to install and disassemble on site and capable of being used repeatedly, and convenience is provided for prepressing the continuous beam 0# block bracket.
Drawings
FIG. 1 is a schematic of the present invention.
Fig. 2 is a left side view of the reaction frame of fig. 1.
FIG. 3 is a top view of the reaction frame of FIG. 1.
Detailed Description
The present invention will be described in detail below with reference to the accompanying drawings and specific embodiments thereof.
As shown in fig. 1-3, a bailey piece reaction frame device for prepressing a continuous beam 0# block bracket comprises three bailey piece reaction frames 30 arranged in parallel, wherein the axial direction of each reaction frame 30 is perpendicular to the axial direction of a pier body 90, a plurality of i-steel bolsters 11 are arranged below each reaction frame 30, a distribution beam 31 is arranged above each reaction frame 30, two rows of deformed steel bars 32 (also called deformed steel bars) are fixed on each distribution beam 31, and the lower ends of the deformed steel bars 32 are embedded in the pier body 90.
Equal fixed bracket 10 in two sides of pier shaft 90, a plurality of jacks 20 distribute on the bracket 10, and the distribution quantity and the distribution density of jack 20 are decided according to the particular case of bridge support bracket pre-compaction.
For the sake of firmness, the beret reaction frame 30 includes a plurality of (three in the drawing) parallel beret pieces 301 fixed together, which are also called beret frame and beret beam, and is formed by welding an upper chord, a lower chord, a vertical bar and an oblique bar, wherein the ends of the upper chord and the lower chord are provided with a male-female joint, and the joints are provided with pestle frame connecting pin holes, which are not described again in view of the prior art. The number of the Bailey pieces 301 can be adjusted according to the required structural strength, and the installation is more convenient at present.
Referring to fig. 2, for rigidity, two rows of the deformed steel bars 32 are disposed on both sides of the reaction frame 30, so that the reaction frame 30 is relatively fixed by being sandwiched between the two rows of the deformed steel bars 32.
Referring to fig. 1, the bracket 10 and the jack 20 are provided with i-shaped steel bolsters 11 for firmness.
The working principle is as follows:
when the device is needed to be used, the number of the required Bailey pieces 301 is calculated, the Bailey pieces 301 are spliced into the Bailey piece reaction frame 30, and the Bailey piece reaction frame 30 is fixed on the pier body 90 through the embedded deformed steel bar 32, the I-shaped steel bolster 11 and the distribution beam 31.
The jacks 20 are then activated for loading, observation and calculation, etc. See in particular chinese patent publication No. CN 211897860U.
The characteristics of this patent:
(1) saving material
The chinese patent publication CN211897860U not only consumes a lot of i-steel material, but also generates extra processing cost, and the truss loses use value after the pre-pressing is completed, and the bridge brackets have different designs, so that the turnover possibility is very small, which causes waste. The Bailey pieces are made of materials used for turnover, are light in weight, can be repeatedly used, and are beneficial to intensification of resource use. The material consumption of the scheme only comprises pre-buried finish rolling deformed steel bars, and other materials are used for hanging basket accessories.
(2) Reliable structure
The Bailey sheet belongs to a factory-made finished product standard part, has strong structural reliability, and avoids the welding quality defect of a self-made processing component. The single plates are light in weight and can be spliced, the hoisting and installation processes are flexible to set up and quick to install, the work efficiency is improved, and meanwhile, the construction risk is greatly reduced.
(3) Modular design and high adaptability
Bailey pieces can be assembled at will according to requirements, are adjusted in structural strength through the number of parallel trusses and adjusted in length through the number of segments, can be used for prepressing brackets with different cantilever lengths, and can meet various working conditions.
(4) The prepressing simulation effect is good
The structure has strong adaptability, can ensure enough length and width, basically realize the random arrangement on the bracket when arranging the jack, and has more real simulation of concrete load distribution and more accurate data.
In conclusion, the scheme is time-saving, labor-saving and cost-saving, convenient, rapid and safe, has a wide application range, and greatly improves the bracket prepressing process.
The foregoing is only a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, various changes and modifications can be made without departing from the overall concept of the present invention, and these should also be considered as the protection scope of the present invention.

Claims (1)

1. The utility model provides a bailey piece reaction frame device that is used for 0# piece bracket pre-compaction of continuous beam which characterized in that: the device comprises three parallel Bailey sheet reaction frames (30), wherein the axial direction of each reaction frame (30) is perpendicular to the axial direction of a pier body (90), a plurality of I-shaped steel pillows (11) are arranged below each reaction frame (30), a distribution beam (31) is arranged above each reaction frame (30), two rows of deformed steels (32) are fixed by the distribution beams (31), the lower ends of the deformed steels (32) are embedded in the pier body (90), brackets (10) are fixed on two side surfaces of the pier body (90), and a plurality of jacks (20) are distributed on the brackets (10);
the Bailey reaction frame (30) comprises a plurality of Bailey pieces (301) which are fixed together and arranged in parallel;
two rows of deformed steel bars (32) are distributed on two sides of the reaction frame (30);
the bracket (10) and the jack (20) are provided with I-shaped steel bolsters (11).
CN202122714914.2U 2021-11-08 2021-11-08 Bailey sheet reaction frame device for prepressing bracket of 0# block of continuous beam Active CN217026685U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202122714914.2U CN217026685U (en) 2021-11-08 2021-11-08 Bailey sheet reaction frame device for prepressing bracket of 0# block of continuous beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202122714914.2U CN217026685U (en) 2021-11-08 2021-11-08 Bailey sheet reaction frame device for prepressing bracket of 0# block of continuous beam

Publications (1)

Publication Number Publication Date
CN217026685U true CN217026685U (en) 2022-07-22

Family

ID=82439856

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202122714914.2U Active CN217026685U (en) 2021-11-08 2021-11-08 Bailey sheet reaction frame device for prepressing bracket of 0# block of continuous beam

Country Status (1)

Country Link
CN (1) CN217026685U (en)

Similar Documents

Publication Publication Date Title
CN102493360B (en) Reinforced concrete arch bridge construction method
CN206279743U (en) A kind of tool-type temporary steel support device
CN111794127A (en) Counter-force prepressing system and prepressing method of ultrahigh suspension casting beam 0# block support
CN110700113B (en) Construction method of prestress applying device of non-prestressed beam bridge
CN111455874B (en) Construction method for high-pier overlong side span straight-line segment of corrugated steel web PC bridge
CN201738597U (en) Sectional steel and steel pipe combined type support system of beam with high and large cross section
CN1141479C (en) Method for drawing out bean and prop of workshop without stopping production
CN217026685U (en) Bailey sheet reaction frame device for prepressing bracket of 0# block of continuous beam
CN210636662U (en) Steel bar truss floor support plate with detachable self-supporting structure
CN207905104U (en) A kind of assembled architecture truss structure
CN102877657A (en) Large-span H-shaped plane composite structure beam string upper-air cable replacement construction method
CN215101546U (en) Chinese ancient architecture pavilion maintenance and roof lifting device
CN212715990U (en) Adjustable vertical type assembling jig frame for assembling plane truss
CN214656433U (en) Connecting buckle type scaffold
CN212897449U (en) Connecting and fastening structure of steel support formwork support
CN214940962U (en) Large-span steel construction vestibule
CN212897512U (en) Steel support formwork for ultra-high and ultra-high concrete construction
CN210140833U (en) A single collateral branch mode structure of bailey piece for bridge and culvert engineering
CN202787960U (en) Steel girder grid floor formwork system
CN201254689Y (en) Steel web structure for making bridge structure box beam
CN217652287U (en) Can have enough to meet need core section of thick bamboo well way operation platform
CN218177641U (en) Connection structure and support frame
CN212358039U (en) Counter-force pre-pressing system of ultrahigh suspension casting beam 0# block support
CN201024038Y (en) Suspension girder for two trolleys synchronous hoisting
CN218893971U (en) Assembled steel bracket system for cast-in-situ pier top beam construction

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant