Waist beam anti-shearing structure

Abstract

According to the anti-shearing structure of the waist beam, one end of the waist beam is in a free state, an inclined reinforced concrete support is arranged on the inner side face of the waist beam, a cast-in-place pile is arranged on the outer side of the waist beam, and a plurality of anti-shearing structures are arranged on the outer side face, corresponding to the reinforced concrete support, of the waist beam at intervals. The shear resisting structure comprises an L-shaped beam frame and an arc-shaped inclined strut, adjusting holes are formed in the two ends of the beam frame, the two ends of the inclined strut are detachably connected with the adjusting holes, and the arc shape of the inclined strut is matched with the cast-in-place pile. According to the anti-shearing structure of the waist beam, the anti-shearing structure is arranged on the opposite face of the waist beam and the reinforced concrete support, the arc-shaped inclined strut on the anti-shearing structure abuts against the outer edge face of the cast-in-place pile, supporting force opposite to counter-acting force of the reinforced concrete support is provided for the waist beam, and therefore it is guaranteed that the waist beam is evenly stressed; and the stress is more balanced.

Description

Technical Field

[0001] The utility model relates to the technical field of anti-shearing of waist beams of underground integrated pipe corridors, and more specifically, to a waist beam anti-shearing structure. Background Art

[0002] With the rapid development of society, people's requirements for urban environmental quality are getting higher and higher. As underground pipelines such as water supply, drainage, electricity, telecommunications, and gas become increasingly complex, how to scientifically, safely, and efficiently manage and maintain existing or to-be-built pipe culvert projects has become one of the hot spots and difficulties in current municipal engineering research.

[0003] The emergence of the underground comprehensive pipeline corridor system not only solves the problem of urban traffic congestion, but also greatly facilitates the maintenance and inspection of the above-mentioned municipal facilities. At the same time, it effectively utilizes the space under the road and saves urban land. It plays an extremely important role in meeting the basic needs of the people's livelihood and improving the comprehensive carrying capacity of the city.

[0004] During the construction of underground comprehensive pipeline corridors, most of them are in an enclosed state, and diagonal braces are set inside to improve their overall strength. However, some underground comprehensive pipeline corridors are in a non-enclosed state, that is, the ends of some underground comprehensive pipeline corridors are in a free state, and diagonal braces are set inside. This causes the waist beam of the underground comprehensive pipeline corridor to be under stress at one end, which affects its strength and stability.

[0005] Therefore, based on the above-mentioned problem, the above-mentioned structure is urgently needed to improve the stability and strength of the waist beam. Utility Model Content

[0006] The utility model provides a waist beam shear-resistant structure to solve the problem that the stability and strength of the existing underground integrated pipe gallery are weakened due to the force of the inner diagonal brace.

[0007] According to one aspect of the present invention, a waist beam shear resistance structure is provided, wherein one end of the waist beam is in a free state, and the inner side surface of the waist beam is provided with an inclined reinforced concrete support, and the outer side of the waist beam is provided with cast-in-place piles, the shear resistance structure is multiple and is arranged at intervals on the outer side surface of the waist beam corresponding to the reinforced concrete support. The shear resistance structure includes an L-shaped beam frame and an arc-shaped diagonal brace, and adjustment holes are provided at both ends of the beam frame. The two ends of the diagonal brace are detachably connected to the adjustment holes, and the arc shape of the diagonal brace is adapted to the cast-in-place piles.

[0008] Preferably, based on the above solution, the beam frame includes a crossbeam and a longitudinal beam, and the crossbeam is fixed to the longitudinal beam by welding.

[0009] Preferably, based on the above solution, the cross beam and the longitudinal beam are channel steels.

[0010] Preferably, based on the above solution, a steel plate is pre-embedded on the waist beam, and the beam frame is welded to the steel plate.

[0011] Preferably, based on the above solution, an anti-slip pad is provided on the inner side of the diagonal brace.

[0012] The utility model provides a waist beam shear resistance structure, which sets a shear resistance structure on the opposite side of the waist beam and the reinforced concrete support, and utilizes the arc-shaped diagonal brace on the shear resistance structure to contact the outer edge surface of the cast-in-place pile, so as to provide the waist beam with a supporting force opposite to the reinforced concrete support to ensure that the waist beam is balanced in force. At the same time, the arc-shaped diagonal brace is adopted to make the force more balanced.

[0013] The two ends of the diagonal brace of the utility model are adjustably connected to the two ends of the beam frame respectively. Therefore, it can be adjusted according to the position and size of the cast-in-place pile to ensure the fit between the cast-in-place pile and the inner side surface of the arc support to ensure its force effect. BRIEF DESCRIPTION OF THE DRAWINGS

[0014] In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the following briefly introduces the drawings required for describing the embodiments. Obviously, the drawings described below are only some embodiments of the present invention. For those skilled in the art, other drawings can be obtained based on these drawings without creative work. In the drawings:

[0015] Figure 1 This is a schematic diagram of a waist beam shear structure of the utility model;

[0016] Figure 2 This is an enlarged view of a waist beam shear structure beam frame of the utility model;

[0017] Figure 3 This is a side view of a waist beam shear structure beam frame of the utility model;

[0018] Description of Figure Numbers:

[0019] Waist beam 1; reinforced concrete support 2; cast-in-place pile 3; shear structure 4; beam frame 5; diagonal brace 6; adjustment hole 7; arc 8; cross beam 9; longitudinal beam 10; steel plate 11; anti-slip mat 12; anchor bar 20. DETAILED DESCRIPTION

[0020] The following embodiments are used to illustrate the present invention, but are not intended to limit the scope of the present invention.

[0021] It will be understood that when used in this specification and the appended claims, the term "comprising" indicates the presence of described features, integers, steps, operations, elements and / or components, but does not preclude the presence or addition of one or more other features, integers, steps, operations, elements, components and / or collections.

[0022] To simplify the drawings, only the parts relevant to the present invention are schematically shown in each figure. They do not represent the actual structure of the product. In addition, to simplify the drawings and facilitate understanding, in some figures, only one of the components with the same structure or function is schematically depicted or labeled. In this document, "one" not only means "only one" but also "more than one."

[0023] It should be further understood that the term "and / or" used in this specification and the appended claims refers to and includes any and all possible combinations of one or more of the associated listed items.

[0024] In the embodiments shown in the accompanying drawings, directional indications (such as up, down, left, right, front, and back) used to explain the structure and movement of various components of the present invention are not absolute but relative. These descriptions are applicable when these components are in the positions shown in the accompanying drawings. If the descriptions of the positions of these components are changed, these directional indications will also change accordingly.

[0025] In addition, in the description of the present application, the terms "first", "second", etc. are only used to distinguish the description and cannot be understood as indicating or implying relative importance.

[0026] In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the specific implementation methods of the present invention will be described below with reference to the accompanying drawings. Obviously, the drawings described below are only some embodiments of the present invention. For those skilled in the art, other drawings and other implementation methods can be obtained based on these drawings without inventive work.

[0027] See also Figure 1 , and combined with Figure 2 and Figure 3 As shown, a waist beam 1 shear-resistant structure 4 of the utility model is provided. Specifically, one end of the waist beam 1 of the utility model is in a free state, and the inner side surface of the waist beam 1 is provided with an inclined reinforced concrete support 2, that is, the reinforced concrete support 2 is provided at an oblique angle to the waist beam 1.

[0028] The outer side of the waist beam 1 of the present invention is provided with cast-in-place piles 3, and the shear-resistant structure 4 is multiple and is arranged at intervals on the outer side of the waist beam 1 corresponding to the reinforced concrete support 2. The shear-resistant structure 4 includes an L-shaped beam frame 5 and an arc-shaped diagonal brace 6 8. Adjustment holes 7 are provided at both ends of the beam frame 5. The two ends of the diagonal brace 6 are detachably connected to the adjustment holes 7, and the arc 8 of the diagonal brace 6 is adapted to the cast-in-place piles 3.

[0029] The utility model makes full use of the environment of the waist beam 1. By arranging a beam frame 5 on the waist beam 1, the diagonal braces 6 on the beam frame 5 act together with the cast-in-place piles 3 to apply an opposite force to the reinforced concrete support 2 on the waist beam 1, so as to balance the force of the reinforced concrete support 2 on the waist beam 1, so that the waist beam 1 is in a force-balanced state, thereby improving its stability and service life.

[0030] The utility model is simple and convenient to transform and is easy to construct. At the same time, the diagonal brace 6 and the beam frame 5 are detachably connected through the adjustment hole 7 and the bolt, and the position can be adjusted according to the actual position of the cast-in-place pile 3. It is convenient and quick to use.

[0031] Specifically, the beam frame 5 of the present invention includes a cross beam 9 and a longitudinal beam 10, which are welded and fixed to the longitudinal beam 10. The cross beam 9 and the longitudinal beam 10 are channel steels. In order to facilitate installation, the present invention also pre-embeds a steel plate 11 on the waist beam 1. The beam frame 5 is welded to the steel plate 11, and the steel plate 11 is reinforced with anchor bars 20 to strengthen the connection strength in the waist beam 1.

[0032] The inner side surface of the diagonal brace 6 of the present invention is provided with an anti-skid pad 12 to increase the friction force thereof and facilitate adjustment of the position between the cast-in-place pile 3 and the diagonal brace 6 .

[0033] The utility model provides a shear-resistant structure 4 of a waist beam 1, which is provided with the shear-resistant structure 4 on the opposite side of the waist beam 1 and the reinforced concrete support 2, and utilizes the arc-shaped diagonal braces 6 8 on the shear-resistant structure 4 to contact the outer edge surface of the cast-in-place pile 3, thereby providing the waist beam 1 with a supporting force opposite to the reinforced concrete support 2 to ensure that the force is balanced. At the same time, the arc-shaped diagonal braces 6 8 are adopted to make the force more balanced.

[0034] The two ends of the diagonal brace 6 of the present invention are adjustably connected to the two ends of the beam frame 5 respectively. Therefore, it can be adjusted according to the position and size of the bored pile 3 to ensure the fit between the bored pile 3 and the inner side surface of the arc support 8 to ensure its force effect.

[0035] Finally, the method of this application is only a preferred embodiment and is not intended to limit the scope of protection of this utility model. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of this utility model should be included in the scope of protection of this utility model.

Claims

1. A waist beam shear structure, characterized in that: One end of the waist beam is in a free state, and the inner side of the waist beam is provided with an inclined reinforced concrete support, and the outer side of the waist beam is provided with cast-in-place piles. The shear-resistant structure is multiple and is arranged at intervals on the outer side of the waist beam corresponding to the reinforced concrete support. The shear-resistant structure includes an L-shaped beam frame and an arc-shaped diagonal brace. Adjustment holes are provided at both ends of the beam frame. The two ends of the diagonal brace are detachably connected to the adjustment holes, and the arc shape of the diagonal brace is adapted to the cast-in-place pile.

2. A waist beam shear structure according to claim 1, characterized in that: The beam frame includes a transverse beam and a longitudinal beam, and the transverse beam is fixed to the longitudinal beam by welding.

3. A waist beam shear structure according to claim 2, characterized in that: The cross beam and the longitudinal beam are channel steels.

4. The waist beam shear structure according to claim 1, characterized in that: A steel plate is pre-embedded on the waist beam, and the beam frame is welded to the steel plate.

5. The waist beam shear structure according to claim 1, characterized in that: The inner side surface of the diagonal support is provided with an anti-slip pad.

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