Construction control method, equipment and storage medium for temporary piers of cross-sea bridges

Abstract

The present invention discloses a construction control method, device and storage medium for temporary piers of a cross-sea bridge, belonging to the technical field of construction of temporary piers of cross-sea bridges. The cross-sea bridge includes piers, pier-side supports, a group of temporary piers and steel girders, and the steel girders are erected on the piers, pier-side supports and the group of temporary piers; the method includes: monitoring the settlement of the steel girders to obtain real-time settlement data of the steel girders; judging whether the elevation information of the steel girders meets a first preset condition according to the real-time settlement data; when the elevation information does not meet the first preset condition, adjusting the elevation information of the steel girders so that the elevation information meets the first preset condition. By monitoring and controlling the settlement of the group of temporary piers, the present invention controls the elevation of the steel girders during the construction of the steel girders, intuitively reflects the construction condition of the steel girders, and after adjusting the elevation information of the steel girders to meet the preset conditions, the construction period and construction quality are ensured.

Description

Technical Field

[0001] The present invention relates to the technical field of the construction of temporary piers for cross - sea bridges, and particularly relates to a construction control method, equipment and storage medium for temporary piers of cross - sea bridges. Background Art

[0002] In the related art, large - inclination - angle, space - gem - shaped, complex - alignment cable towers are rare in China. The construction efficiency is low and the construction period is long. To ensure the construction period and quality, tower (middle and upper tower columns) - beam synchronous construction measures are adopted, and temporary piers need to be started and set up as early as possible to facilitate the installation of steel - concrete composite beams (steel main beams).

[0003] However, when constructing the steel beam on the temporary pier, there is no relevant control method to control the construction of the temporary pier. When the elevation information of the steel beam does not meet the preset conditions, the construction period will be delayed and the project quality will be reduced. Summary of the Invention

[0004] The main object of the present invention is to provide a construction control method, equipment and storage medium for temporary piers of cross - sea bridges, aiming to solve the technical problem that in the related art, when constructing the steel beam on the temporary pier, there is no relevant control method to control the construction of the temporary pier, and when the elevation information of the steel beam does not meet the preset conditions, the construction period will be delayed and the project quality will be reduced.

[0005] To achieve the above object, according to the first aspect of the embodiments of the present disclosure, a construction control method for temporary piers of cross - sea bridges is proposed. The cross - sea bridge includes bridge piers, pier - side brackets, a group of temporary piers and a steel beam. The steel beam is erected on the bridge piers, the pier - side brackets and the group of temporary piers. The group of temporary piers includes a first temporary pier and a second temporary pier. The bridge piers include main tower piers, auxiliary piers and side piers. The pier - side bracket is arranged on the pile cap tower base on the main tower pier. The first temporary pier and the second temporary pier are symmetrically arranged on both sides of the pier - side bracket;

[0006] The construction control method for temporary piers of cross - sea bridges includes:

[0007] Performing settlement monitoring on the steel beam to obtain real - time settlement data of the steel beam;

[0008] Judging whether the elevation information of the steel beam meets a first preset condition according to the real - time settlement data;

[0009] When the elevation information does not meet the first preset condition, adjusting the elevation information of the steel beam so that the elevation information meets the first preset condition.

[0010] Optionally, a first jack is arranged on the second temporary pier, and the first jack is located between the steel beam and the second temporary pier;

[0011] When the elevation information does not meet the first preset condition, the step of adjusting the elevation information of the steel beam so that the elevation information meets the first preset condition includes:

[0012] When the elevation information of the steel beam does not meet the first preset condition, adjust the first jack so that the elevation information of the steel beam meets the first preset condition.

[0013] Optionally, a jaw plate is provided on the first temporary pier, and the jaw plate is located between the first temporary pier and the steel beam;

[0014] When the elevation information does not meet the first preset condition, the step of adjusting the elevation information of the steel beam so that the elevation information meets the first preset condition includes:

[0015] When the elevation information of the steel beam does not meet the first preset condition, adjust the jaw plate so that the elevation information of the steel beam meets the first preset condition.

[0016] Optionally, a gasket is provided on the first temporary pier, the gasket is arranged between the first temporary pier and the steel beam, and the gasket is arranged on the side of the jaw plate facing the steel beam;

[0017] When the elevation information does not meet the first preset condition, the step of adjusting the elevation information of the steel beam so that the elevation information meets the first preset condition includes:

[0018] When the steel beam does not meet the first preset condition, adjust the gasket so that the elevation information of the steel beam meets the first preset condition.

[0019] Optionally, a displacement sensor is provided on the temporary pier group;

[0020] Before the step of performing settlement monitoring on the steel beam, the method includes:

[0021] Using the displacement sensor to perform settlement monitoring on the temporary pier group to obtain the real-time settlement data of the temporary pier group;

[0022] Judging whether the steel beam meets the first preset condition according to the real-time settlement data of the temporary pier group;

[0023] When the steel beam does not meet the first preset condition, adjust the elevation information of the steel beam so that the elevation information of the steel beam meets the first preset condition.

[0024] Optionally, a height-adjusting pad is provided on the second temporary pier, and the height-adjusting pad is arranged between the second temporary pier and the steel beam;

[0025] The steps of adjusting the elevation information of the steel beam include:

[0026] When the steel beam does not meet the first preset condition, adjust the heightening pad to make the elevation information of the steel beam meet the first preset condition.

[0027] Optionally, the construction control method of the temporary pier of the sea-crossing bridge further includes:

[0028] Monitor the transverse stress distribution of the steel beam to obtain the real-time transverse stress distribution data of the steel beam;

[0029] Judge whether the steel beam meets the second preset condition according to the real-time transverse stress distribution data;

[0030] When the steel beam does not meet the second preset condition, adjust the transverse stress distribution information of the steel beam to make the transverse stress distribution information meet the second preset condition.

[0031] Optionally, a second jack is provided on the second temporary pier, and the output end of the second jack abuts against one side of the first jack;

[0032] When the steel beam does not meet the second preset condition, adjusting the transverse stress distribution information of the steel beam to make the transverse stress distribution information meet the second preset condition includes:

[0033] When the steel beam does not meet the second preset condition, adjust the second jack to make the transverse stress distribution information meet the second preset condition.

[0034] According to the second aspect of the embodiments of the present disclosure, the present invention further provides an electronic device, including a processor, a memory, and a computer program stored in the memory. When the computer program is run by the processor, the construction control method of the temporary pier of the sea-crossing bridge described above is implemented.

[0035] According to the third aspect of the embodiments of the present disclosure, the present invention further provides a computer-readable storage medium, on which a computer program is stored. When the computer program is executed by a processor, the construction control method of the temporary pier of the sea-crossing bridge described above is implemented.

[0036] The technical solution of the present invention monitors and controls the settlement of the temporary pier group, so as to control the elevation of the steel beam during the construction of the steel beam. By comparing the elevation information of the steel beam with the preset conditions, the construction situation of the steel beam is intuitively reflected. The construction control methods for the temporary pier group and the steel beam are integrated into a systematic control method, which improves the control effect of the construction process of the temporary pier group and the steel beam. And through the elevation information, after adjusting the elevation information of the steel beam to meet the preset conditions, the construction period and the construction quality are ensured. Brief Description of the Drawings

[0037] In order to more clearly illustrate the technical solutions in the embodiments of the present invention or the prior art, the following will briefly introduce the drawings required for the description of the embodiments or the prior art. Obviously, the drawings in the following description are only some embodiments of the present invention. For those of ordinary skill in the art, without creative efforts, other drawings can be obtained based on the structures shown in these drawings.

[0038] Figure 1 It is a schematic flow chart of the construction control method for the temporary piers of the cross-sea bridge of the present invention;

[0039] Figure 2 It is a schematic flow chart of monitoring the transverse stress distribution of the steel beam of the present invention;

[0040] Figure 3 It is a schematic side view structure diagram of the pier side bracket of the present invention;

[0041] Figure 4 It is a schematic side view structure diagram of the first temporary pier of the present invention;

[0042] Figure 5 It is a schematic side view structure diagram of the second temporary pier of the present invention.

[0043] Explanation of the reference numerals in the drawings:

[0044] Label Name Label Name 100 Pier Side Support 500 Height Adjusting Pad 200 Temporary Pier Group 210 First Temporary Pier 300 Steel Beam 220 Second Temporary Pier 400 Tooth Plate

[0045] The realization of the object, functional features and advantages of the present invention will be further described in conjunction with the embodiments with reference to the drawings. Detailed Embodiments

[0046] The following will clearly and completely describe the technical solutions in the embodiments of the present invention in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments are only some embodiments of the present invention, rather than all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative efforts belong to the scope of protection of the present invention.

[0047] It should be noted that all the directional indications (such as up, down, left, right, front, back...) in the embodiments of the present invention are only used to explain the relative positional relationship and movement conditions between components in a specific posture (as shown in the drawings). If the specific posture changes, the directional indications will also change accordingly.

[0048] In the present invention, unless otherwise clearly specified or limited, terms such as "connection" and "fixation" shall be understood in a broad sense. For example, "fixation" may be a fixed connection, a detachable connection, or integrated; it may be a mechanical connection or an electrical connection; it may be directly connected or indirectly connected through an intermediate medium, and it may be the communication inside two components or the interaction relationship between two components, unless otherwise clearly limited. For those of ordinary skill in the art, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.

[0049] In addition, if the descriptions such as "first" and "second" are involved in the embodiments of the present invention, the descriptions of "first", "second", etc. are only for descriptive purposes and cannot be understood as indicating or implying their relative importance or implicitly indicating the quantity of the indicated technical features. Thus, the features defined with "first" and "second" may explicitly or implicitly include at least one of the features. In addition, the meaning of "and / or" appearing throughout the text includes three parallel solutions. Taking "A and / or B" as an example, it includes solution A, solution B, or a solution where A and B are satisfied simultaneously. In addition, the technical solutions between various embodiments can be combined with each other, but it must be based on the fact that those of ordinary skill in the art can implement them. When the combination of technical solutions is contradictory or cannot be implemented, it should be considered that such a combination of technical solutions does not exist and is not within the scope of protection required by the present invention.

[0050] In the related art, large-inclination space gem-shaped complex linear cable towers are rare in China, with low construction efficiency and long construction periods. To ensure the construction period and construction quality, tower (middle and upper tower columns) - beam synchronous construction measures are taken, and temporary piers need to be started and set up as early as possible to facilitate the installation of steel-concrete composite beams (steel main beams).

[0051] However, when constructing steel beams on temporary piers, there is no relevant control method to control the construction of temporary piers. When the elevation information of the steel beam does not meet the preset conditions, the construction period will be delayed and the project quality will be reduced.

[0052] Therefore, the present invention provides a construction control method, device and storage medium for temporary piers of a cross-sea bridge. By monitoring and controlling the settlement of the temporary pier group, the elevation of the steel beam is controlled during the construction of the steel beam. By comparing the elevation information of the steel beam with the preset conditions, the construction situation of the steel beam is intuitively reflected. The construction control methods for the temporary pier group and the steel beam are integrated into a systematic control method, improving the control effect on the construction process of the temporary pier group and the steel beam. And through the elevation information, after adjusting the elevation information of the steel beam to meet the preset conditions, the construction period is ensured and the construction quality is guaranteed.

[0053] The following further elaborates on the concept of the present invention in combination with some specific embodiments.

[0054] Reference Figure 1 , Figure 3 , Figure 4 and Figure 5 , Figure 1 It is a schematic diagram of the flow of the construction control method of the temporary pier of the cross-sea bridge of the present invention; Figure 3 It is a side view structural schematic diagram of the first temporary pier of the present invention; Figure 4 It is a side view structural schematic diagram of the second temporary pier of the present invention; Figure 5 It is a schematic diagram of the side structure of the pier side support of the present invention.

[0055] In one embodiment of the present invention, Figure 1 As shown, the cross-sea bridge includes piers, pier-side brackets 100, temporary pier groups 200 and steel beams 300. The steel beams 300 are mounted on the piers, pier-side brackets 100 and temporary pier groups 200. The temporary pier group 200 includes a first temporary pier 210 and a second temporary pier 220. The piers include a main tower pier, an auxiliary pier and a side pier. The pier-side bracket 100 is arranged on the pedestal of the main tower pier. The first temporary pier 210 and the second temporary pier 220 are symmetrically arranged on the outside of the pier-side bracket 100. In the transverse direction of the bridge, the first temporary pier 210 and the second temporary pier 220 are distributed on both sides of the pier-side bracket 100, and the first temporary pier 210 and the second temporary pier 220 are arranged along the longitudinal direction of the bridge.

[0056] The construction control methods for temporary piers of cross-sea bridges include:

[0057] S100: monitoring the settlement of the steel beam 300 to obtain real-time settlement data of the steel beam 300;

[0058] S200: judging whether the elevation information of the steel beam 300 meets a first preset condition according to the real-time settlement data;

[0059] S300: When the elevation information does not satisfy the first preset condition, adjust the elevation information of the steel beam 300 so that the elevation information satisfies the first preset condition.

[0060] In this embodiment, before installing the steel beam 300, a pier-side bracket 100 is set on the pedestal base of the main tower pier. After the pier-side bracket 100 is set, the first temporary pier 210 and the second temporary pier 220 are respectively installed on the outer side of the pier-side bracket 100. At this point, the conditions for installing the steel beam 300 are met.

[0061] After installing the steel beam 300 or completing the installation of the steel beam 300, settlement monitoring is carried out on the steel beam 300 to obtain the real-time settlement data of the steel beam 300, that is, the elevation information of the steel beam 300. Then, the elevation information of the steel beam 300 is compared with the first preset condition. If the elevation information of the steel beam 300 does not meet the first preset condition, the elevation information of the steel beam 300 is adjusted so that the elevation information of the steel beam 300 meets the first preset condition.

[0062] Specifically, the real-time settlement data of the steel beam 300 can be obtained by a surveyor through a measuring instrument. Among them, the first preset condition is the requirement for the elevation of the steel beam in the construction design.

[0063] The technical solution of the present invention monitors and controls the settlement of the temporary pier group 200, so as to control the elevation of the steel beam 300 during the construction of the steel beam 300. By comparing the elevation information of the steel beam 300 with the first preset condition, the construction situation of the steel beam 300 is intuitively reflected. The construction control methods for the temporary pier group 200 and the steel beam 300 are integrated into a systematic control method, which improves the control effect of the construction process of the temporary pier group 200 and the steel beam 300. And through the elevation information, after adjusting the elevation information of the steel beam 300 to meet the first preset condition, the construction period and the construction quality are guaranteed.

[0064] In an embodiment, a tooth plate is provided on the first temporary pier 210, and the tooth plate is located between the first temporary pier 210 and the steel beam 300;

[0065] When the elevation information does not meet the first preset condition, the steps of adjusting the elevation information of the steel beam 300 to make the elevation information meet the first preset condition include:

[0066] S400: When the elevation information of the steel beam 300 does not meet the first preset condition, adjust the tooth plate 400 so that the elevation information of the steel beam 300 meets the first preset condition.

[0067] In this embodiment, in order to adjust the elevation information of the steel beam 300, the elevation of the steel beam 300 is adjusted through the tooth plate 400 provided between the steel beam 300 and the first temporary pier 210. Specifically, the tooth plate 400 has multiple layers of steel plates (including thin gaskets) with different thicknesses. By replacing or adding or subtracting steel plates (including thin gaskets) with different thicknesses, the elevation information of the steel beam 300 is made to meet the first preset condition. During the adjustment process, steps S100 to S300 are repeatedly executed until the elevation information of the steel beam 300 meets the first preset condition.

[0068] In an embodiment, a first jack is provided on the second temporary pier 220, and the first jack is located between the steel beam 300 and the second temporary pier 220;

[0069] When the elevation information does not meet the first preset condition, the step of adjusting the elevation information of the steel beam 300 to make the elevation information meet the first preset condition includes:

[0070] S500: When the elevation information of the steel beam 300 does not meet the first preset condition, adjust the first jack to make the elevation information of the steel beam 300 meet the first preset condition.

[0071] In this embodiment, in order to adjust the elevation information of the steel beam 300, a first jack is provided between the steel beam 300 and the second temporary pier 220. The output end of the first jack contacts one side of the steel beam 300. During the adjustment process, the steel beam 300 is lifted by the first jack, and steps S100 to S300 are repeatedly executed until the elevation information of the steel beam 300 meets the first preset condition.

[0072] In this embodiment and the above embodiments, further, displacement sensors are provided on the temporary pier group 200;

[0073] Before the step of performing settlement monitoring on the steel beam 300, the construction control method for the temporary piers of the cross-sea bridge includes:

[0074] C100: Use the displacement sensors to perform settlement monitoring on the temporary pier group 200 to obtain the real-time settlement data of the temporary pier group 200;

[0075] C200: Determine whether the steel beam 300 meets the first preset condition according to the real-time settlement data of the temporary pier group 200;

[0076] C300: When the steel beam 300 does not meet the first preset condition, adjust the elevation information of the steel beam 300 to make the elevation information of the steel beam 300 meet the first preset condition.

[0077] Since the elevation information of the steel beam 300 is jointly composed of the temporary pier group 200 and the steel beam 300, it is also necessary to perform settlement monitoring on the temporary pier group 200 to obtain the real-time settlement data of the temporary pier group 200, and determine whether the elevation information of the temporary pier group 200 meets the first preset condition according to the real-time settlement data of the temporary pier group 200. If the elevation information of the temporary pier group 200 meets the first preset condition, then by comparing the elevation information of the temporary pier group 200 with the elevation information of the steel beam 300, it is determined whether the elevation information of the steel beam 300 does not meet the first preset condition, preventing misjudging that the elevation information of the steel beam 300 does not meet the first preset condition due to the elevation information of the temporary pier group 200 not meeting the first preset condition. When the steel beam 300 does not meet the first preset condition, adjust the elevation information of the steel beam 300 to make the elevation information of the steel beam 300 meet the first preset condition.

[0078] Specifically, a displacement sensor is a linear device belonging to metal induction. The function of the sensor is to convert various measured physical quantities into electrical quantities. During the production process, the measurement of displacement is generally divided into two types: measuring the physical size of an object and mechanical displacement. According to the different forms of transformation of the measured variables, displacement sensors can be divided into analog and digital types. The analog type can be further divided into physical type and structural type. Commonly used displacement sensors are mostly of the analog structural type, including potentiometer displacement sensors, inductive displacement sensors, synchros, capacitive displacement sensors, eddy current displacement sensors, Hall displacement sensors, etc.

[0079] In this embodiment, the displacement sensor is disposed in the temporary pier group 200. During measurement, a constant surface that can be detected by a displacement sensor is selected as the reference surface. The displacement sensor measures the mechanical displacement between the temporary pier group 200 and the constant surface, reflects the displacement of the temporary pier group 200, and thus reflects the settlement change of the temporary pier group 200 to obtain the elevation information of the temporary pier group 200.

[0080] In this embodiment, further, a gasket is disposed on the first temporary pier 210. The gasket is disposed on the top layer of the tooth plate 400 and between the first temporary pier 210 and the steel beam 300.

[0081] The steps for adjusting the elevation information of the steel beam 300 include:

[0082] C400: When the steel beam 300 does not meet the first preset condition, adjust the gasket so that the elevation information of the steel beam 300 meets the first preset condition.

[0083] When the steel beam 300 does not meet the first preset condition, after determining that the elevation information of the temporary pier group 200 meets the first preset condition, lift the steel beam 300 by a crane and adjust the gasket on the first temporary pier 210, that is, by increasing or decreasing the number of gaskets between the steel beam 300 and the first temporary pier 210, so as to adjust the bedding amount of the steel beam 300 and make the elevation information of the steel beam 300 meet the first preset condition.

[0084] In this embodiment, further, a height-adjusting pad 500 is disposed on the second temporary pier 220. The height-adjusting pad 500 is disposed between the second temporary pier 220 and the steel beam 300.

[0085] The steps for adjusting the elevation information of the steel beam 300 include:

[0086] C500: When the steel beam 300 does not meet the first preset condition, adjust the height-adjusting pad 500 so that the elevation information of the steel beam 300 meets the first preset condition.

[0087] When the steel beam 300 does not meet the first preset condition, after determining that the elevation information of the temporary pier group 200 meets the first preset condition, the steel beam 300 is lifted by a crane or a third jack, and the height-adjusting pad 500 located on the second temporary pier 220 is adjusted, that is, by adjusting the thickness of the height-adjusting pad 500 itself, so as to adjust the elevation of the steel beam 300 arranged on the height-adjusting pad 500, so that the elevation information of the steel beam 300 meets the first preset condition.

[0088] As another option of this embodiment, the height-adjusting pad 500 can be set as a steel-concrete composite pad.

[0089] It can be understood that the height-adjusting pad 500 can be used in cooperation with the tooth plate 400. When adjusting the elevation information of the steel beam 300, the height-adjusting pad 500 and the tooth plate 400 are used to save the adjustment time and improve the adjustment efficiency. The steel beam 300 is continuously supported by the height-adjusting pad 500. When adjusting the elevation information of the steel beam 300, the steel beam 300 will not cause safety hazards due to the loss of the support point.

[0090] Refer to Figure 2 , Figure 2 is a schematic flow chart of the monitoring of the transverse stress distribution of the steel beam in the present invention.

[0091] In an embodiment of the present invention, as Figure 2 shown, the construction control method of the temporary pier of the cross-sea bridge further includes:

[0092] A100: Monitor the transverse stress distribution of the steel beam 300 to obtain the real-time transverse stress distribution data of the steel beam 300;

[0093] A200: Judge whether the steel beam 300 meets the second preset condition according to the real-time transverse stress distribution data;

[0094] A300: When the steel beam 300 does not meet the second preset condition, adjust the transverse stress distribution information of the steel beam 300 so that the transverse stress distribution information meets the second preset condition.

[0095] In order to monitor the installation process of the steel beam 300 more comprehensively, the transverse stress distribution of the steel beam 300 is also monitored to obtain the real-time transverse stress distribution data of the steel beam 300. Whether the steel beam 300 meets the second preset condition is judged according to the real-time transverse stress distribution data. When the steel beam 300 does not meet the second preset condition, the transverse stress distribution information of the steel beam 300 is adjusted so that the transverse stress distribution information meets the second preset condition. The transverse stress distribution information here can be understood as the stress information of each stress point on the steel beam 300. Among them, the second preset condition is the design requirement for the transverse stress distribution of the steel beam.

[0096] In this embodiment, further, a second jack is provided on the second temporary pier 220, and the output end of the second jack abuts against one side of the first jack;

[0097] When the steel beam 300 does not meet the second preset condition, adjusting the transverse stress distribution information of the steel beam 300 to make the transverse stress distribution information meet the second preset condition includes:

[0098] A400: When the steel beam 300 does not meet the second preset condition, adjust the second jack to make the transverse stress distribution information meet the second preset condition.

[0099] To facilitate the adjustment of the transverse stress distribution information of the steel beam 300, a second jack is also provided on the second temporary pier 220. To make the transverse stress distribution information of the steel beam 300 meet the second preset condition, use the second jack to adjust the position of the first jack, thereby adjusting the relative position of the steel beam 300 in the transverse or longitudinal direction of the bridge, so that the relative position between the steel beam 300 and each support point is adjusted, and thus indirectly adjust the positions of each stress distribution point on the steel beam 300 to make the transverse stress distribution information meet the second preset condition.

[0100] In addition, the present invention also provides an electronic device, including a processor, a memory, and a computer program stored in the memory. When the computer program is run by the processor, the construction control method of the temporary pier of the cross-sea bridge is implemented.

[0101] The specific implementation steps of the construction control method of the temporary pier of the cross-sea bridge refer to the above embodiments. Since this electronic device adopts all the technical solutions of the above embodiments, it at least has all the beneficial effects brought by the technical solutions of the above embodiments, and will not be elaborated here one by one.

[0102] In addition, the present invention also provides a computer-readable storage medium, on which a computer program is stored. When the computer program is executed by a processor, the above-mentioned construction control method of the temporary pier of the cross-sea bridge is implemented.

[0103] The specific implementation steps of the construction control method of the temporary pier of the cross-sea bridge refer to the above embodiments. Since this computer-readable storage medium adopts all the technical solutions of the above embodiments, it at least has all the beneficial effects brought by the technical solutions of the above embodiments, and will not be elaborated here one by one.

[0104] The above are only optional embodiments of the present invention, and do not limit the patent scope of the present invention. Any equivalent structural transformation made under the inventive concept of the present invention by using the content of the specification and drawings of the present invention, or directly / indirectly applied in other related technical fields, is included in the patent protection scope of the present invention.

Claims

1. A construction control method for temporary piers of a cross-sea bridge, characterized in that, The cross-sea bridge includes bridge piers, bracket beside pier, temporary pier group and steel girders. The steel girders are erected on the bridge piers, the bracket beside pier and the temporary pier group. The temporary pier group includes a first temporary pier and a second temporary pier. The bridge piers include main tower piers, auxiliary piers and side piers. The bracket beside pier is arranged on the caisson tower seat of the main tower pier. The first temporary pier and the second temporary pier are symmetrically arranged outside the bracket beside pier. From the perspective of the transverse direction of the bridge, the first temporary pier and the second temporary pier are distributed on both sides of the bracket beside pier, and the first temporary pier and the second temporary pier are arranged along the longitudinal direction of the bridge. A spline plate is arranged on the first temporary pier, and the spline plate is located between the first temporary pier and the steel girder. A gasket is arranged on the first temporary pier, and the gasket is arranged between the first temporary pier and the steel girder, and the gasket is arranged on the side of the spline plate facing the steel girder. The method includes: Performing settlement monitoring on the steel girder to obtain real-time settlement data of the steel girder; Judging whether the elevation information of the steel girder meets a first preset condition according to the real-time settlement data of the steel girder; When the steel girder does not meet the first preset condition, after determining that the elevation information of the temporary pier group meets the first preset condition, lifting the steel girder by a crane and adjusting the gasket located on the first temporary pier, that is, by increasing or decreasing the number of gaskets between the steel girder and the first temporary pier, so as to adjust the shimming amount of the steel girder, so that the elevation information of the steel girder meets the first preset condition; Wherein, since the elevation information of the steel girder is jointly composed of the temporary pier group and the steel girder, it is also necessary to perform settlement monitoring on the temporary pier group to obtain real-time settlement data of the temporary pier group, and judge whether the elevation information of the temporary pier group meets the first preset condition according to the real-time settlement data of the temporary pier group. If the elevation information of the temporary pier group meets the first preset condition, then by comparing the elevation information of the temporary pier group with the elevation information of the steel girder, it is judged whether the elevation information of the steel girder does not meet the first preset condition, so as to prevent misjudging that the elevation information of the steel girder does not meet the first preset condition due to the elevation information of the temporary pier group not meeting the first preset condition.

2. The construction control method of the temporary pier of the cross-sea bridge according to claim 1, characterized in that, A first jack is arranged on the second temporary pier, and the first jack is located between the steel girder and the second temporary pier; When the elevation information does not meet the first preset condition, the step of adjusting the elevation information of the steel girder to make the elevation information meet the first preset condition includes: When the elevation information of the steel girder does not meet the first preset condition, adjusting the first jack to make the elevation information of the steel girder meet the first preset condition.

3. The construction control method of the temporary pier of the cross-sea bridge according to claim 1, characterized in that, A height-adjusting cushion block is arranged on the second temporary pier, and the height-adjusting cushion block is arranged between the second temporary pier and the steel girder; The step of adjusting the elevation information of the steel girder includes: When the steel girder does not meet the first preset condition, adjusting the height-adjusting cushion block to make the elevation information of the steel girder meet the first preset condition.

4. The construction control method of the temporary pier of the cross-sea bridge according to claim 2, characterized in that, The method further includes: Monitor the lateral stress distribution of the steel beam to obtain real-time lateral stress distribution data of the steel beam; Judge whether the steel beam meets the second preset condition according to the real-time lateral stress distribution data; When the steel beam does not meet the second preset condition, adjust the lateral stress distribution information of the steel beam so that the lateral stress distribution information meets the second preset condition.

5. The construction control method of the temporary pier of the cross-sea bridge according to claim 4, characterized in that, A second jack is provided on the second temporary pier, and the output end of the second jack abuts against one side of the first jack; When the steel beam does not meet the second preset condition, adjusting the lateral stress distribution information of the steel beam so that the lateral stress distribution information meets the second preset condition includes: When the steel beam does not meet the second preset condition, adjust the second jack so that the lateral stress distribution information meets the second preset condition.

6. An electronic device, characterized in that, It includes a processor, a memory, and a computer program stored in the memory. When the computer program is run by the processor, it implements the construction control method of the temporary pier of the cross-sea bridge as described in any one of claims 1 to 5.

7. A computer-readable storage medium, characterized in that, A computer program is stored on the computer-readable storage medium. When the computer program is executed by a processor, it implements the construction control method of the temporary pier of the cross-sea bridge as described in any one of claims 1 to 5.

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