Mountain area side span cast-in-place section supporting structure

Abstract

The utility model relates to the technical field of bridge construction, and discloses a mountainous area side span cast-in-place section supporting structure which comprises an embedded end arranged on a pier. The vertical rod is connected with the pre-buried end and extends upwards, and the upper end face of the vertical rod is connected with a main longitudinal beam used for supporting the side span cast-in-place section; and the inclined rod is connected with the pre-buried end and obliquely extends outwards to the main longitudinal beam. The side span cast-in-place section is borne by the main longitudinal beams, the main longitudinal beams are supported by the vertical rods and the inclined rods, the supporting firmness of the side span cast-in-place section is improved, the supporting structure is simplified, the problem that the structure is complex is solved, a foundation does not need to be arranged below the side span cast-in-place section, and the side span cast-in-place section supporting structure can be suitable for the working conditions that the position below the side span cast-in-place section is a cliff or a sea.

Description

TECHNICAL FIELD

[0001] The utility model relates to bridge construction technical field, concretely relates to a mountainous area side span cast-in-place section support structure. BACKGROUND

[0002] In some bridge construction technology, the side span cast-in-place section needs to be supported to ensure the safety of side span construction. CN214993174U discloses a side span cast-in-place construction support, comprising: a plurality of first support columns are arranged in a column along the length direction of the pile cap and are vertically arranged, a plurality of second support columns are arranged in a column on the foundation outside the pile cap, and the arrangement direction of the plurality of second support columns is the same as that of the plurality of first support columns, and the adjacent first support columns and second support columns are one-to-one corresponding; a plurality of reinforcing flat links are arranged from top to bottom between the adjacent first support columns and second support columns, and each reinforcing flat link is perpendicular to the first support column and the second support column; each support pipe is arranged on the reinforcing flat link above the first support column and the second support column, and the support pipe is located between each group of adjacent first support columns and second support columns, and the plurality of first support columns, the second support columns and the support pipe are used for supporting the beam body. The above structure is more suitable for long side span cast-in-place section construction and is not limited by the structure.

[0003] The existing support structure has the following problems: the structure is complex and needs to be set below the side span cast-in-place section, which is not suitable for cliffs and oceans.

[0004] Based on the above situation, a mountainous area side span cast-in-place section support structure is needed to solve the problem of complex structure. INVENTION CONTENTS

[0005] The utility model aims at: for the existing support structure, the structure is complex and needs to be set below the side span cast-in-place section, which is not suitable for cliffs and oceans, and solves the problem of complex structure.

[0006] The technical scheme of the utility model is as follows:

[0007] A mountainous area side span cast-in-place section support structure comprises:

[0008] A pre-buried end is arranged on a pier;

[0009] A vertical rod is connected with the pre-buried end and extends upward, and the upper end surface of the vertical rod is connected with a main longitudinal beam for supporting the side span cast-in-place section;

[0010] An inclined rod is connected with the pre-buried end and extends outwardly and obliquely to the main longitudinal beam.

[0011] The existing support structure is complex in structure and needs to be provided with a foundation under the side span cast-in-place section, and is not applicable to the condition that the side span cast-in-place section is under a cliff or the sea, in the scheme, the side span cast-in-place section is borne by the main longitudinal beam, and the main longitudinal beam is supported by the vertical rod and the inclined rod, the support firmness of the side span cast-in-place section is improved, the support structure is simplified, the problem of complex structure is solved, and the scheme does not need to be provided with the foundation under the side span cast-in-place section, and can be applicable to the condition that the side span cast-in-place section is under a cliff or the sea.

[0012] Further, in order to further improve the firmness, one of the feasible schemes is that the upper end face of the main longitudinal beam is provided with a cover beam, when the scheme is adopted, the main longitudinal beam forms a lever after being stressed, so that the main longitudinal beam has a tendency to rotate along the inclined rod support point, the main longitudinal beam is pressed by the cover beam, so that the main longitudinal beam is more firm, and the firmness is improved.

[0013] Further, in order to reinforce the main longitudinal beam, one of the feasible schemes is that the main longitudinal beam is provided with a Bailey beam, when the scheme is adopted, the reinforcing effect and the buffering effect of the Bailey beam can reinforce the main longitudinal beam, and further improve the bearing capacity of the main longitudinal beam.

[0014] Further, in order to avoid that the Bailey beam bears the concentrated load of the side span cast-in-place section, one of the feasible schemes is that a distribution beam is installed between the Bailey beam and the side span cast-in-place section, when the scheme is adopted, the load of the side span cast-in-place section is dispersed to different positions of the Bailey beam by the distribution beam, so as to avoid that the Bailey beam bears the concentrated load of the side span cast-in-place section.

[0015] Further, in order to balance the stress of the main longitudinal beam, the main longitudinal beam is connected with a limiting assembly, when the scheme is adopted, the limiting assembly applies an acting force to the main longitudinal beam, so as to offset the pressure generated by the side span cast-in-place section on the main longitudinal beam.

[0016] Further, the scheme does not uniquely limit the specific structure of the limiting assembly, one of the feasible schemes is that the limiting assembly comprises a pull ring provided on the embedded end and a limiting groove provided on the main longitudinal beam, the pull ring is connected with a pull rope and the pull rope extends to the limiting groove, when the scheme is adopted, the pull rope applies a pulling force to the main longitudinal beam, so that the moment of the main longitudinal beam is balanced.

[0017] Compared with the prior art, the beneficial effects of the utility model are:

[0018] I. The side span cast-in-place section is borne by the main longitudinal beam, and the main longitudinal beam is supported by the vertical rod and the inclined rod, the support firmness of the side span cast-in-place section is improved, the support structure is simplified, the problem of complex structure is solved, and the scheme does not need to be provided with the foundation under the side span cast-in-place section, and can be applicable to the condition that the side span cast-in-place section is under a cliff or the sea.

[0019] Two, since the main longitudinal beam is provided with a bailey beam, and the bailey beam is provided with a distribution beam between the side span cast-in-place section, through the reinforcing and buffering effects of the bailey beam, the main longitudinal beam can be reinforced, and the load-bearing capacity of the main longitudinal beam is improved, and the load of the side span cast-in-place section is dispersed to different positions of the bailey beam through the distribution beam, so that the bailey beam avoids bearing the concentrated load of the side span cast-in-place section.

[0020] Three, since the limiting assembly comprises a pull ring arranged on the embedded end and a limiting groove arranged on the main longitudinal beam, the pull ring is connected with a pull rope and the pull rope extends to the limiting groove, through the pull rope, the main longitudinal beam can be balanced in the moment of force. BRIEF DESCRIPTION OF DRAWINGS

[0021] Figure 1 It is an embodiment front view of the utility model;

[0022] Figure 2 It is an embodiment side view of the utility model;

[0023] Figure 3 It is an embodiment limiting assembly structure schematic view of the utility model;

[0024] Figure 4 It is Figure 3 It is an embodiment limiting assembly structure schematic view of the utility model;

[0025] Figure 5 It is Figure 3 It is an embodiment limiting assembly structure schematic view of the utility model;

[0026] Reference signs:

[0027] 1, embedded end; 2, vertical rod; 3, side span cast-in-place section; 4, main longitudinal beam; 5, inclined rod; 6, bent cap; 7, bailey beam; 8, distribution beam; 9, limiting assembly;

[0028] 21, reinforcing rod;

[0029] 41, cushion block;

[0030] 91, pull ring; 92, limiting groove; 93, pull rope. DETAILED DESCRIPTION

[0031] It is to be understood that the terms "first" and "second" and similar relating terms are used merely to distinguish one entity or action from another, and do not necessarily require or imply any such actual relationship or order between such entities or actions. Also, the term "comprising" or any other variant thereof is intended to cover non-exclusive inclusions, such that processes, methods, articles, or apparatuses that comprise a list of elements, not only include those elements, but also include other elements not expressly listed, or other elements inherent to such processes, methods, articles, or apparatuses. Without more limitation, an element defined by the phrase "comprising a... " does not exclude the presence of additional identical elements in the process, method, article, or apparatus that includes the element.

[0032] The features and performances of the present application will be further described in detail below in conjunction with embodiments.

[0033] Embodiment:

[0034] Please refer to Figure 1 and Figure 2 A support structure for a side span cast-in-place section in mountainous areas, comprising:

[0035] A pre-buried end 1 is arranged on a pier;

[0036] A vertical rod 2 is connected with the pre-buried end 1 and extends upward, and an upper end surface of the vertical rod 2 is connected with a main longitudinal beam 4 for supporting a side span cast-in-place section 3;

[0037] An inclined rod 5 is connected with the pre-buried end 1 and extends obliquely outward to the main longitudinal beam 4.

[0038] The existing support structure is complex in structure and needs to be arranged below the side span cast-in-place section, which is not applicable when the area below the side span cast-in-place section is a cliff or ocean. In the present scheme, the side span cast-in-place section is supported by the main longitudinal beam 4, and the main longitudinal beam 4 is supported by the vertical rod 2 and the inclined rod 5, thereby improving the support firmness of the side span cast-in-place section 3, simplifying the support structure, solving the problem of complex structure, and without the need to arrange a foundation below the side span cast-in-place section 3, the present scheme can be applied to the working conditions where the area below the side span cast-in-place section is a cliff or ocean.

[0039] Please refer to Figure 1 and Figure 3 Preferably, in the present embodiment, a reinforcing rod 21 is arranged between the vertical rod 2 and the inclined rod 5. When this scheme is adopted, the support structure as a whole is more firm due to the reinforcing effect of the reinforcing rod 21.

[0040] Optionally, a bolt is pre-buried on the pre-buried end 1 and is used to fix the vertical rod 1 or the inclined rod 5. When this scheme is adopted, the support structure can be conveniently and quickly removed after construction is completed, so as to facilitate repeated use.

[0041] In order to further improve the firmness, one of the feasible solutions is that the upper end surface of the main longitudinal beam 4 is provided with a cover beam 6. When this solution is adopted, the main longitudinal beam 4 forms a lever after being stressed, so that the main longitudinal beam 4 has a tendency to rotate along the support point of the inclined rod 5. The main longitudinal beam 4 is pressed by the cover beam 6, so that the main longitudinal beam 4 is more firm and the firmness is improved.

[0042] Preferably, in order to avoid rigid contact between the main longitudinal beam 4 and the cover beam 6, a pad 41 is installed between the cover beam 6 and the main longitudinal beam 4 in the embodiment. When this solution is adopted, the main longitudinal beam 4 and the cover beam 6 can be in elastic contact.

[0043] In order to reinforce the main longitudinal beam 4, one of the feasible solutions is that a Bailey beam 7 is arranged on the main longitudinal beam 4. When this solution is adopted, the Bailey beam 7 can reinforce the main longitudinal beam 4 through the reinforcing and buffering effects, so as to improve the bearing capacity of the main longitudinal beam 4.

[0044] In order to avoid that the Bailey beam 7 bears the concentrated load of the side span cast-in-place section 3, one of the feasible solutions is that a distribution beam 8 is installed between the Bailey beam 7 and the side span cast-in-place section 3. When this solution is adopted, the load of the side span cast-in-place section 3 is dispersed to different positions of the Bailey beam 7 through the distribution beam 8, so as to avoid that the Bailey beam 7 bears the concentrated load of the side span cast-in-place section 3.

[0045] With reference to Figure 3 , in order to balance the stress of the main longitudinal beam 4, the main longitudinal beam 4 is connected with a limiting assembly 9. When this solution is adopted, the limiting assembly 9 applies an acting force to the main longitudinal beam 4 to offset the pressure generated by the side span cast-in-place section 3 on the main longitudinal beam 4.

[0046] With reference to Figure 4 and Figure 5 , the present solution does not uniquely limit the specific structure of the limiting assembly 9. One of the feasible solutions is that the limiting assembly 9 includes a pull ring 91 arranged on the pre-buried end 1 and a limiting groove 92 arranged on the main longitudinal beam 4. The pull ring 91 is connected with a pull rope 93 and the pull rope 93 extends to the limiting groove 92. When this solution is adopted, the pull rope 93 applies a pulling force to the main longitudinal beam 4, so as to balance the moment of the main longitudinal beam 4.

[0047] In order to solve the problem of complex structure, in the present solution, the side span cast-in-place section is borne by the main longitudinal beam 4, and the main longitudinal beam 4 is supported by the vertical rod 2 and the inclined rod 5, so as to improve the support firmness of the side span cast-in-place section 3, simplify the support structure, solve the problem of complex structure, and the present solution does not need to be provided with a foundation under the side span cast-in-place section 3, so as to be applicable to the working conditions that the bottom of the side span cast-in-place section is a cliff, the ocean, etc.

[0048] In order to avoid that the bent beam 7 bears the concentrated load of the side span cast-in-place section 3, in the scheme, since the bent beam 7 is arranged on the main longitudinal beam 4, and the distribution beam 8 is arranged between the bent beam 7 and the side span cast-in-place section 3, through the reinforcing and buffering effects of the bent beam 7, the main longitudinal beam 4 can be reinforced, thereby improving the bearing capacity of the main longitudinal beam 4, and through the distribution beam 8, the load of the side span cast-in-place section 3 is dispersed to different positions of the bent beam 7, so as to avoid that the bent beam 7 bears the concentrated load of the side span cast-in-place section 3.

[0049] In order to balance the moment of the main longitudinal beam 4, in the scheme, since the limiting assembly 9 comprises the pull ring 91 arranged on the embedded end 1, and the limiting groove 92 arranged on the main longitudinal beam 4, the pull ring 91 is connected with the pull rope 93 and the pull rope 93 extends to the limiting groove 92, through the pull rope 93 to exert the pulling force on the main longitudinal beam 4, the moment of the main longitudinal beam 4 can be balanced.

[0050] The above description of disclosed embodiments enables a person skilled in the art to implement or use the present application. Various modifications to these embodiments will be apparent to those skilled in the art, and the general principles defined herein can be implemented in other embodiments without departing from the spirit or scope of the present application. Therefore, the present application will not be limited to these embodiments shown herein, but will conform to the widest scope consistent with the principles and novel features disclosed herein.

Claims

1. A support structure for a cast-in-place section of a side span in a mountainous area, characterized in that, include: The pre-embedded end (1) is set on the bridge pier; The upright (2) is connected to the pre-embedded end (1) and extends upward. The upper end face of the upright (2) is connected to the main longitudinal beam (4) for supporting the side span cast-in-place section (3). The diagonal brace (5) is connected to the pre-embedded end (1) and extends outward at an angle to the main longitudinal beam (4); The main longitudinal beam (4) is connected to the limit assembly (9); The limiting component (9) includes a pull ring (91) disposed on the pre-embedded end (1) and a limiting groove (92) disposed on the main longitudinal beam (4). The pull ring (91) is connected to a pull rope (93) and the pull rope (93) extends to the limiting groove (92).

2. The support structure for a cast-in-place section of a side span in a mountainous area according to claim 1, characterized in that, The upper end face of the main longitudinal beam (4) is provided with a cap beam (6).

3. The support structure for a cast-in-place section of a side span in a mountainous area according to claim 1, characterized in that, Bailey beams (7) are provided on the main longitudinal beam (4).

4. The support structure for a cast-in-place section of a side span in a mountainous area according to claim 3, characterized in that, A distribution beam (8) is installed between the Bailey beam (7) and the side span cast-in-place section (3).

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