Supporting device capable of adjusting transverse gradient in bent cap construction

Abstract

The utility model discloses a supporting device capable of adjusting transverse gradient in capping beam construction, which comprises a pier body, a plurality of hoops are arranged on the pier body, a pair of longitudinal beams is arranged at the top of the pier body, a plurality of transverse beams are connected between the pair of longitudinal beams, a plurality of hinge seats are arranged on the longitudinal beams and the hoops, and the hinge seats are connected with the pair of longitudinal beams. And two adjustable supports are hinged between any two hinge seats of the longitudinal beam and the two hinge seats of any hoop. According to the supporting device capable of adjusting the transverse gradient in the bent cap construction, the problems that in the existing construction technology, the requirement for foundation treatment is high, the construction period is long, cost is high, and safety is poor are solved.

Description

Technical Field

[0001] The utility model belongs to the technical field of construction equipment, and in particular relates to a supporting device capable of adjusting the transverse slope of a cap beam during construction. Background Art

[0002] At present, the construction of cap beams mainly adopts the traditional full-span support technology. The adjustment of the transverse slope of the cap beam casting can be achieved by the following methods: (1) Adjusting the height of the support pedestal: According to the size of the transverse slope to be adjusted, add a wedge-shaped steel plate or a leveling steel plate of appropriate thickness to the support pedestal to form the required transverse slope. This method can accurately control the transverse slope and is easy to adjust, but requires high construction accuracy. (2) Adjusting the angle of the formwork: Before pouring concrete, install the formwork according to the design requirements and adjust its angle to form the required transverse slope. This method can easily adjust the transverse slope, but it is necessary to ensure the installation accuracy and stability of the formwork.

[0003] The above two methods have the following problems: (1) High requirements for foundation treatment: The full-bridge support needs to bear various loads during the construction process, including personnel, equipment, materials, etc., so the stability of the foundation is required to be high. If the foundation is not treated properly, it may cause problems such as support settlement and deformation, affecting construction safety and project quality. (2) Long construction period: The installation of the full-bridge support takes a long time, especially in the construction of large bridges. Because a large number of supports need to be erected and necessary reinforcement and stabilization measures need to be taken, the construction period is relatively long, which may affect the progress of the overall project. (3) High cost: The material cost and labor cost of the full-bridge support are relatively high. Because a large number of support rods and connectors are required, and a large amount of manpower is required for installation and disassembly, the overall cost is high. (4) Safety needs to be improved: Due to the high height of the full-bridge support, there are certain safety risks during the construction process. If the stability of the support is insufficient or affected by external forces, it may cause overall instability or collapse, causing serious casualties and property losses. Utility Model Content

[0004] The utility model aims to provide a support device with adjustable transverse slope for cap beam construction, so as to solve the problems of high requirements for foundation treatment, long construction period, high cost and poor safety in existing construction technology.

[0005] In order to solve the above technical problems, the utility model discloses a support device with adjustable transverse slope for cap beam construction, including a pier body, a plurality of hoops are arranged on the pier body, a pair of longitudinal beams are arranged on the top of the pier body, a plurality of transverse beams are connected between the pair of longitudinal beams, a plurality of articulated seats are arranged on the longitudinal beams and the hoops, and two adjustable supports are hinged between any two articulated seats of the longitudinal beams and two articulated seats of any hoop.

[0006] The technical solution of the utility model also has the following characteristics:

[0007] As a preferred solution of the utility model, the number of the hoops is two, and the two hoops are arranged up and down on the pier body.

[0008] As a preferred solution of the utility model, the clamp is fixed to the pier body by clamp bolts.

[0009] As a preferred solution of the present invention, two longitudinal beams and a plurality of transverse beams constitute a frame structure.

[0010] As a preferred solution of the utility model, a pair of bumpers are provided at the bottom of the clamp, and the bumpers penetrate the pier body.

[0011] Compared with the prior art, the utility model has the following advantages: (1) It requires a smaller site and has lower foundation requirements than the full-bridge support. (2) The adjustment of the horizontal slope is faster and more accurate, and the construction quality is easier to control. (3) It is quick to install and disassemble, has a superior cost-effectiveness, and a short construction period. (4) It is convenient for civilized management of the construction site and has a low overall cost. BRIEF DESCRIPTION OF THE DRAWINGS

[0012] The drawings described herein are used to provide a further understanding of the present invention and constitute a part of the present invention. The exemplary embodiments of the present invention and their descriptions are used to explain the present invention and do not constitute an improper limitation on the present invention. In the drawings:

[0013] Figure 1 This is a front view of a support device capable of adjusting the transverse slope for cap beam construction according to the utility model;

[0014] Figure 2 The utility model is a bottom view of a support device with adjustable transverse slope for cap beam construction.

[0015] In the figure: 1. longitudinal beam, 2. cross beam, 3. bumper, 4. clamp, 5. adjustable support, 6. pier body, 7. cap beam. DETAILED DESCRIPTION

[0016] The embodiments of the present invention are described in detail below, and examples of the embodiments are shown in the accompanying drawings, wherein the same or similar reference numerals throughout represent the same or similar elements or elements having the same or similar functions. The embodiments described below with reference to the accompanying drawings are exemplary and are only used to explain the present invention, and cannot be understood as limiting the present invention.

[0017] In the description of the present invention, unless otherwise clearly defined, terms such as setting, installing, connecting, etc. should be understood in a broad sense, and technicians in the relevant technical field can reasonably determine the specific meanings of the above terms in the present invention based on the specific content of the technical solution.

[0018] like Figure 1 As shown, an automatic temperature-controlled piezoelectric catalytic reaction device of the utility model includes a pier body 6, on which two clamps 4 arranged in an upper and lower manner are provided, a pair of longitudinal beams 1 are provided on the top of the pier body 6, a plurality of cross beams 2 are connected between the pair of longitudinal beams 1, and the two longitudinal beams 1 and the plurality of cross beams 2 form a frame structure, and a plurality of hinged seats are provided on the longitudinal beams 1 and the clamps 4, and two adjustable supports 5 are hinged between any two hinged seats of the longitudinal beams 1 and any two hinged seats of the clamps 4, and the clamps 4 are fixed to the pier body 6 by clamp bolts, and a pair of bumpers 3 are provided at the bottom of the clamps 4, and the bumpers 3 pass through the pier body 6.

[0019] During assembly, the hoop 4 is fixed on the pier body 6, the longitudinal beam 1 and the cross beam 2 are connected to form a frame structure, the longitudinal beam 1 is hinged to the adjustable support, and after lifting, it is seated on the hinged seat of the hoop 2, and the other end of the adjustable support 5 is hinged to the hinged seat of the hoop 4.

[0020] When adjusting the transverse slope: according to the transverse slope ratio of the cap beam 7, the screw arrangement can be formed by retracting and extending the adjustable supports 5 on both sides of the pier body 6.

[0021] The utility model is a support device for the construction of a cap beam with adjustable transverse slope. The upper and lower layers of clamps 4 are designed. The adjustable support 5 is based on the principle of two pressure-bearing rods. The rods need to bear pressure, and the two ends are respectively used to be hinged with the corresponding hinge seats on the longitudinal beam 1 and the clamp 4. The clamp 4 adopts a split structure, and the welded flange plate is connected with high-strength bolts. The cap beam 7 is supported by a frame platform composed of longitudinal beams and cross beams. A safety bumper 3 penetrating the pier body 6 is provided at the bottom of the clamp 4 to further ensure safety.

[0022] Therefore, compared with the prior art, the support device of the utility model with adjustable transverse slope for cap beam construction has the following advantages: (1) It requires a smaller site and has lower foundation requirements than the full-bridge support. (2) The transverse slope adjustment is faster and more accurate, and the construction quality is easier to control. (3) It is quick to install and disassemble, has excellent cost performance, and a short construction period. (4) It is convenient for civilized management of the construction site and has low overall cost.

[0023] The above description shows and describes several preferred embodiments of the utility model, but as mentioned above, it should be understood that the utility model is not limited to the form disclosed herein, and should not be regarded as excluding other embodiments, but can be used in various other combinations, modifications and environments, and can be modified within the scope of the utility model concept described herein through the above teachings or the technology or knowledge of the relevant field. The changes and modifications made by those skilled in the art shall be within the scope of protection of the claims attached to the utility model without departing from the spirit and scope of the utility model.

Claims

1. A support device for cap beam construction with adjustable transverse slope, characterized in that: The invention comprises a pier body (6), wherein a plurality of hoops (4) are arranged on the pier body (6), a pair of longitudinal beams (1) are arranged on the top of the pier body (6), a plurality of transverse beams (2) are connected between the pair of longitudinal beams (1), a plurality of hinged seats are arranged on the longitudinal beams (1) and the hoops (4), and two adjustable supports (5) are hingedly connected between any two hinged seats of the longitudinal beams (1) and any two hinged seats of the hoops (4).

2. The support device with adjustable transverse slope for cap beam construction according to claim 1 is characterized in that: The number of the hoops (4) is two, and the two hoops (4) are arranged up and down on the pier body (6).

3. The support device with adjustable transverse slope for cap beam construction according to claim 2 is characterized in that: The clamp (4) is fixed on the pier body (6) by means of clamp bolts.

4. The support device with adjustable transverse slope for cap beam construction according to claim 3 is characterized in that: Two longitudinal beams (1) and a plurality of transverse beams (2) form a frame structure.

5. The support device with adjustable transverse slope for cap beam construction according to claim 4 is characterized in that: A pair of bumpers (3) are provided at the bottom of the clamp (4), and the bumpers (3) penetrate the pier body (6).

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