CN220746599U - Sliding arch support system - Google Patents

Sliding arch support system Download PDF

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Publication number
CN220746599U
CN220746599U CN202322223284.8U CN202322223284U CN220746599U CN 220746599 U CN220746599 U CN 220746599U CN 202322223284 U CN202322223284 U CN 202322223284U CN 220746599 U CN220746599 U CN 220746599U
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CN
China
Prior art keywords
arch
support system
steel
sliding
steel 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
CN202322223284.8U
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Chinese (zh)
Inventor
陈永
韩可心
钮继宣
张海勇
翁振烽
田亮
徐序
蔡军海
罗鑫
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 Construction Group Hangzhou Construction Co ltd
China Railway Construction Group Infrastructure Construction Co Ltd
China Railway Construction Group Central South China Construction Co Ltd
Original Assignee
China Railway Construction Group Hangzhou Construction Co ltd
China Railway Construction Group Infrastructure Construction Co Ltd
China Railway Construction Group Central South China Construction 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.)
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Application filed by China Railway Construction Group Hangzhou Construction Co ltd, China Railway Construction Group Infrastructure Construction Co Ltd, China Railway Construction Group Central South China Construction Co Ltd filed Critical China Railway Construction Group Hangzhou Construction Co ltd
Priority to CN202322223284.8U priority Critical patent/CN220746599U/en
Application granted granted Critical
Publication of CN220746599U publication Critical patent/CN220746599U/en
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Abstract

The utility model provides a sliding formula bow member braced system, includes arch girder steel and walking rail, the walking rail sets up at arch girder steel both ends, connects through the slide between walking rail and the arch girder steel, the walking rail sets up on the falling frame. The operation of formwork supporting and demoulding is conveniently realized through falling frames.

Description

Sliding arch support system
Technical Field
The utility model relates to the field of building construction, in particular to bridge construction equipment.
Background
In the arch bridge construction process, an arch frame is required to be installed for formwork supporting, and main body pouring is carried out. The installation of the existing arch centering is mainly carried out manually by means of a platform or a mechanical arm of a trolley, so that the labor intensity is high, the safety is poor and the efficiency is low.
The Chinese patent document CN113399976B discloses an arch pre-assembled arch installing device and a using method thereof, and in the working process, the position of a main arch section is adjusted through an arch lifting device and a first arch supporting mechanism, and the position of an auxiliary arch section on the height is adjusted through a left second arch supporting mechanism and a right second arch supporting mechanism, so that the auxiliary arch section and the main arch section generate relative far-away movement until the end parts of the auxiliary arch section and the main arch section can be attached, and then the main arch section and the auxiliary arch section are connected together. The main arch frame section and the auxiliary arch frame section do not need to be manually adjusted through the structure, so that the labor intensity of operators can be reduced.
However, for small-sized bridge construction, the device is complex in structure, high in installation difficulty and high in construction cost.
Disclosure of Invention
The utility model aims to provide a sliding type arch support system to solve the technical problem of inconvenient formwork support in the arch bridge construction process.
In order to achieve the above purpose, the specific technical scheme of the sliding arch support system of the utility model is as follows:
a sliding arch support system, characterized in that: the walking rail is arranged at two ends of the arched steel beam, the walking rail is connected with the arched steel beam through a sliding seat, and the walking rail is arranged on a falling frame.
Further, square timber is arranged on the arched steel beam, and plywood is arranged on the square timber.
Further, the falling frame comprises a pair of steel wedges, the steel wedges are wedge-shaped box bodies, the steel wedges are connected through screw thread steel, and two ends of the screw thread steel are locked through nuts.
Further, the tail end of the arched steel beam is movably provided with a connecting block, and the connecting block is connected with the sliding seat.
Further, the connecting blocks are connected in series through traction screws, and the traction screws are connected with jacks arranged on the walking rail.
Further, the connecting blocks are independently connected with the traction screw rods through nuts arranged on two sides.
Further, a truss is transversely arranged on the arched steel beam.
The technical scheme of the utility model has the following advantages:
1. the arch steel beam has high rigidity, the truss is not easy to deform in the concrete pouring process, and the stability is good.
2. The installation is convenient, and the requirements on site conditions are not high.
3. The operations of formwork supporting and demoulding are conveniently realized through falling frames;
4. through the walking rail, can realize the lateral shifting of mould, the dismouting of being convenient for.
Drawings
FIG. 1 is a schematic side view of the present utility model;
FIG. 2 is a schematic perspective view of the present utility model;
FIG. 3 is a schematic view of the structure of the falling frame of the present utility model;
fig. 4 is a schematic side view of the walking rail of the present utility model.
Detailed Description
For a better understanding of the objects, structures and functions of the present utility model, a sliding arch support system according to the present utility model will be described in further detail with reference to the accompanying drawings.
Example 1
As shown in fig. 1 to 4, a sliding arch support system comprises an arch steel beam 1 and a walking rail 6, wherein the walking rail 6 is arranged at two ends of the arch steel beam 1, the walking rail 6 is connected with the arch steel beam 1 through a sliding seat 5, and the walking rail 6 is arranged on a falling frame 7. The slide seat 5 enables the arched girder 1 to slide on the running rail 6, so that the transverse position of the arched girder 1 can be conveniently adjusted. The falling frame 7 reduces the height of the arched girder 1 in demolding, so that the main body structure after pouring is separated from the template.
In the technical scheme application process of the application, at the formwork in-process, be equipped with square timber 2 on the arch girder steel 1, be equipped with plywood 3 on the square timber 2.
In the application process of the technical scheme of the application, the concrete structure of the falling frame 7 comprises a pair of steel wedges 71, wherein the steel wedges 71 are wedge-shaped boxes, and the two steel wedges 71 are combined together to form a rectangular box. The steel wedges 71 are connected through screw steels 72, and two ends of the screw steels 72 are locked through nuts. By adjusting the positions of nuts at the two ends of the screw steel 72, the distance between the two steel wedges 71 can be controlled, and the combined height of the steel wedges 71 can be further controlled.
When demoulding is required, the nuts are loosened, the distance between the nut pieces is increased, the steel wedges 71 slide downwards relatively under the action of gravity above, and the height of the arched steel beam 1 is reduced. In the formwork supporting process, the distance between the steel wedges 71 is compressed through the locking nuts, the steel wedges 71 slide upwards relatively, and the height of the arched steel beam 1 is raised.
Example 2
In this embodiment, a connection block 4 is movably disposed at the end of the arched girder 1, and the connection block 4 is connected with a sliding seat 5.
In the technical scheme application process of the application, the connecting block 4 is rectangular block-shaped, and the tail end of the arched steel beam 1 is connected with the connecting block 4 through a rotating shaft.
The connecting blocks 4 on the same side at the tail end of the arched girder 1 are connected in series through the traction screw 602. The traction screw 602 is connected with a jack 601 arranged on the walking rail 6, and the transverse movement of the arched steel beam 1 on the walking rail 6 is realized through the thrust of the jack 601.
Example 3
In this embodiment, the connection block 4 is independently connected to the traction screw 602 by nuts provided on both sides.
In the implementation process of the technical scheme of the embodiment, the position of each arched girder 1 on the walking rail 6 can be independently adjusted, the space between the arched girders 1 can be adjusted under the construction condition, and therefore, the region formwork can be adjusted according to the different construction main bodies.
Example 4
In this embodiment, the truss 101 is transversely arranged on the arch steel beam 1, so that the transverse strength is further ensured.
Example 5
In this embodiment, a plurality of landing frames 7 are provided below the walking rail 6, and the horizontal height of the final arched girder 1 is adjusted by adjusting the height of each landing frame 7.
In the implementation process of the technical scheme of the embodiment, the walking rail 6 is I-steel, and a plurality of I-steel can be adopted to form a rail in parallel in a more practical way.
It will be understood that the utility model has been described in terms of several embodiments, and that various changes and equivalents may be made to these features and embodiments by those skilled in the art without departing from the spirit and scope of the utility model. In addition, many modifications may be made to adapt a particular situation or material to the teachings of the utility model without departing from the essential scope thereof. Therefore, it is intended that the utility model not be limited to the particular embodiment disclosed, but that the utility model will include all embodiments falling within the scope of the appended claims.

Claims (5)

1. A sliding arch support system, characterized in that: the novel walking device comprises an arch steel beam (1) and walking rails (6), wherein the walking rails (6) are arranged at two ends of the arch steel beam (1), the walking rails (6) are connected with the arch steel beam (1) through sliding seats (5), and the walking rails (6) are arranged on falling frames (7);
square timber (2) is arranged on the arched steel beam (1), and plywood (3) is arranged on the square timber (2);
the falling frame (7) comprises a pair of steel wedges (71), the steel wedges (71) are wedge-shaped boxes, the steel wedges (71) are connected through screw steels (72), and two ends of the screw steels (72) are locked through nuts.
2. A sliding arch support system according to claim 1, characterized in that the arch steel beam (1) is movably provided with a connecting block (4) at the end, said connecting block (4) being connected with a slide (5).
3. A sliding arch support system according to claim 2, characterized in that the connection blocks (4) are connected in series by means of traction screws (602), the traction screws (602) being connected with jacks (601) arranged on the running rails (6).
4. A sliding arch support system according to claim 3, characterized in that the connection blocks (4) are independently connected to the traction screw (602) by nuts arranged on both sides.
5. A sliding arch support system according to claim 4, characterized in that the arch steel beams (1) are provided with girders (101) transversely.
CN202322223284.8U 2023-08-18 2023-08-18 Sliding arch support system Active CN220746599U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202322223284.8U CN220746599U (en) 2023-08-18 2023-08-18 Sliding arch support system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202322223284.8U CN220746599U (en) 2023-08-18 2023-08-18 Sliding arch support system

Publications (1)

Publication Number Publication Date
CN220746599U true CN220746599U (en) 2024-04-09

Family

ID=90565017

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202322223284.8U Active CN220746599U (en) 2023-08-18 2023-08-18 Sliding arch support system

Country Status (1)

Country Link
CN (1) CN220746599U (en)

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