Ultra-high overhanging structure SPS supporting system

Abstract

The utility model relates to the technical field of building supporting structures, in particular to an ultrahigh overhanging structure SPS supporting system which comprises a wall body, a top plate is arranged on one side of the wall body, an end plate body of the top plate is fixedly installed on the wall body through a plurality of anchor rods, and a plurality of inclined supporting main beams are fixedly installed between the bottom of the end plate body of the top plate and the wall body. Traction beams are fixedly installed at the positions, close to the wall body, of the inclined supporting main beam and the top plate, fixing end plates are fixedly installed at the two ends of the inclined supporting main beam, a transverse beam is fixedly installed between the inclined supporting main beam and the wall body, and a fixing base is fixedly installed at the end, close to the wall body, of the transverse beam. A plurality of vertically-arranged pre-embedded steel beams are arranged in the wall body, fixing sleeves are fixedly installed on the fixing end plate and the fixing base close to one side of the wall body through a plurality of fixing connecting rods, and the fixing sleeves are arranged on the pre-embedded steel beams in a sleeving mode. The supporting device is firm in structure, high in bearing performance and capable of conducting stable supporting operation.

Description

TECHNICAL FIELD

[0001] The utility model relates to building support structure technical field, concretely, relates to superhigh big cantilever structure SPS support system. BACKGROUND

[0002] SPS support system is also called standardization prefabricated steel support structure, in modern building, especially the construction of large public facilities such as commercial complex, exhibition center, stadium, superhigh big cantilever structure is favored because of its unique visual effect and space utilization, but superhigh big cantilever structure usually needs to use standardization prefabricated steel as support system to support when carrying out construction operation.

[0003] The standardization prefabricated steel support structure on market is generally fixed by the steel structural member embedded in the wall as fixed point when using, then standardization prefabricated steel support structure is fixed and installed on embedded part using fastening bolt, reaches the fixed effect, but the embedded part in the wall is generally single anchor rod structure, anchor rod is mostly columnar, the contact area of anchor rod and wall is relatively small, and the force that bears is limited, cannot reach the effect of stably supporting the bottom of superhigh big cantilever structure, and there is certain security risk. UTILITY MODEL CONTENT

[0004] The utility model aims at providing superhigh big cantilever structure SPS support system to solve the defects in the background art.

[0005] To achieve the above object, the utility model provides the following technical scheme:

[0006] Superhigh big cantilever structure SPS support system, including wall, the one side of wall is provided with roof, the end plate of roof is fixedly installed on wall through multiple anchor rods, and multiple inclined support main beams are fixedly installed between the bottom of end plate of roof and wall, the part close to wall of inclined support main beam and roof is fixedly installed with pull beam, and the both ends of inclined support main beam are fixedly installed with fixed end plate, and the horizontal beam is fixedly installed between inclined support main beam and wall, and the end close to wall of horizontal beam is fixedly installed with fixed seat, multiple embedded steel beams are arranged in wall and are vertically arranged, and the fixed sleeve is fixedly installed on the fixed end plate close to wall and fixed seat through multiple fixed connecting rods, and the fixed sleeve is sleeved on embedded steel beam.

[0007] Preferably, multiple embedded steels are fixedly installed on embedded steel beam and are arranged at equal intervals, and embedded steel is arranged in wall.

[0008] Preferably, a cross beam is fixedly installed between the pulling beam and the inclined support main beam, and ends of the cross beam are located at positions close to the middle of the pulling beam.

[0009] Preferably, a vertical beam is fixedly installed between the cross beam and the inclined support main beam, and a bottom end of the vertical beam is fixedly installed at a bottom end of the pulling beam.

[0010] Preferably, a plurality of inclined beams are fixedly installed between the cross beam and the top plate, and two adjacent inclined beams form a V shape.

[0011] Preferably, a central hole, which is connected to the outside at both upper and lower ends, is arranged in the fixing sleeve, and an expansion hole is arranged on a hole wall of the central hole.

[0012] Preferably, a fixing disc is fixedly installed at a top end of the anchor rod, and a plurality of anti-disengagement rods are fixedly installed on the anchor rod in an upward inclined manner.

[0013] Preferably, an included angle between the anti-disengagement rod and the anchor rod is 15°-45°, and two upper and lower symmetrical transverse pulling rods are fixedly installed between two anchor rods which face each other.

[0014] Compared with the prior art, the utility model has the beneficial effects that:

[0015] 1、The utility model discloses a pre-buried steel beam is arranged, and the fixing sleeve is sleeved on the pre-buried steel beam, so that the fixed contact area is increased, the contact area of the pre-buried steel beam and the wall is large, and the inclined support main beam is further supported at the bottom of the top plate, and the end of the top plate is further fixedly installed in the wall through the anchor rod, so that the overall structure is more firm and stable, and the bottom of the super-high cantilever structure is stably supported.

[0016] 2、The utility model discloses a transverse beam, a vertical beam, a cross beam, an inclined beam and a pulling beam are arranged, so that the bottom of the top plate is further stably supported, and the triangular structure has good stability, and the bottom of the top plate is stably supported. BRIEF DESCRIPTION OF DRAWINGS

[0017] Fig. 1 It is a whole structure schematic view of the utility model;

[0018] Fig. 2 It is a structure schematic view of the fixing sleeve of the utility model;

[0019] Fig. 3 It is a part structure schematic view of the utility model;

[0020] The meanings of various reference numerals in the drawings are as follows:

[0021] 1, wall; 10, embedded steel beam; 11, embedded steel bar; 12, roof; 13, inclined support main beam; 131, fixed end plate; 14, transverse beam; 141, fixed seat; 15, vertical beam; 16, cross beam; 17, inclined beam; 18, pull beam; 19, fixed connecting rod; 191, fixed sleeve; 192, center hole; 193, expansion hole;

[0022] 2, anchor rod; 20, fixed disc; 21, anti-drop rod; 22, transverse pull rod. DETAILED DESCRIPTION

[0023] The technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application. Obviously, the described embodiments are only part of the embodiments of the present application, not all the embodiments. Based on the embodiments in the present application, all other embodiments obtained by those skilled in the art without creative labor are within the scope of protection of the present application.

[0024] Please refer to Figs. 1-3 The present application provides a technical solution: a super-high cantilever structure SPS support system, comprising a wall 1, the wall 1 is provided with a roof 12 arranged in a horizontal manner, the end plate body of the roof 12 is fixedly installed on the wall 1 through a plurality of anchor rods 2, a plurality of inclined support main beams 13 are fixedly installed between the bottom of the end plate body of the roof 12 and the wall 1, the inclined support main beam 13, the roof 12 and the wall 1 form a triangle, the triangle has stability and can be stably supported.

[0025] Specifically, the pull beam 18 is fixedly installed at the part of the inclined support main beam 13 close to the wall 1, the fixed end plate 131 is fixedly installed at both ends of the inclined support main beam 13, the transverse beam 14 is fixedly installed between the inclined support main beam 13 and the wall 1, the fixed seat 141 is fixedly installed at the end of the transverse beam 14 close to the wall 1, a plurality of embedded steel beams 10 arranged in a vertical manner are arranged in the wall 1, the fixed sleeve 191 is fixedly installed on the fixed end plate 131 and the fixed seat 141 close to the wall side through a plurality of fixed connecting rods 19, the fixed sleeve 191 is sleeved on the embedded steel beam 10, so as to increase the fixed contact area and make the end of the transverse beam 14 and the inclined support main beam 13 close to the wall more firm and stable.

[0026] In this embodiment, a plurality of embedded steel bars 11 arranged at equal intervals are fixedly installed on the embedded steel beam 10, the embedded steel bars 11 are arranged in the wall 1, which can pull and support the embedded steel beam 10, so as to ensure that the structure of the embedded steel beam 10 is more firm and stable.

[0027] Specific, pull beam 18 and the inclined support girder 13 between the fixed installation of cross beam 16, the end of cross beam 16 is located near the middle of the pull beam 18; cross beam 16 and the inclined support girder 13 between the fixed installation of vertical beam 15, the bottom end of vertical beam 15 is fixedly installed at the bottom end of the pull beam 18; cross beam 16 and the top plate 12 between the fixed installation of multiple inclined beams 17, two inclined beams 17 between each other constitute V shape, realize in the bottom of the top plate 12 further stable support operation, ensure the overall structure is more firm and stable.

[0028] Further, the fixed sleeve 191 is provided with a central hole 192, the upper and lower ends of which are connected with the outside, the hole wall of the central hole 192 is provided with an expansion hole 193, and the expansion hole 193 is used for expansion protection and heat dissipation at the position of the embedded steel beam 10.

[0029] In addition, the top end of the anchor rod 2 is fixedly installed with a fixed disc 20, and a plurality of anti-drop rods 21 are fixedly installed on the anchor rod 2 and arranged in an upward inclined manner, the included angle between the anti-drop rod 21 and the anchor rod 2 is 15°-45°, so that the anchor rod 2 is installed in the wall body 1 and is not easy to fall outwards, and the structure of the anchor rod 2 and the wall body 1 is more firm and stable.

[0030] It is worth noting that the two anchor rods 2 opposite to each other are fixedly installed with two horizontal pulling rods 22 which are symmetrical to each other, so as to realize the fixing operation between the two anchor rods 2 opposite to each other, and the two anchor rods 2 opposite to each other are not easy to displace.

[0031] The super-high cantilever structure SPS support system of the utility model in use, first of all, the fixed sleeve 191 is sleeved on the embedded steel beam 10, then the anchor rod 2 is passed through the top plate 12 to be initially built, the embedded steel beam 10, the embedded steel bar 11 and the anchor rod 2 are erected and installed at the corresponding positions, the concrete pouring formwork is built and the concrete is poured to be formed, finally, the end of the inclined support girder 13 is fixedly installed on the bottom surface of the top plate 12 using the fastening bolt, and the ends of the horizontal beam 14, the vertical beam 15, the cross beam 16, the inclined beam 17 and the pull beam 18 are fixedly installed at the corresponding positions using the fastening bolt, and the fixing operation is completed.

[0032] The basic principle, main features and advantages of the utility model are shown and described above. Those skilled in the art should understand that the utility model is not limited by the above examples, and the above examples and descriptions in the specification are only preferred examples of the utility model and do not limit the utility model. Without departing from the spirit and scope of the utility model, the utility model can also be variously changed and improved, and these changes and improvements all fall within the scope of the utility model claimed. The scope of protection of the utility model is defined by the appended claims and their equivalents.

Claims

1. SPS support system for super high cantilever structures, comprising a wall (1), characterized by the fact that: The wall body (1) is provided with a top plate (12), the end plate body of the top plate (12) is fixedly installed on the wall body (1) through a plurality of anchor rods (2), a plurality of inclined support main beams (13) are fixedly installed between the bottom of the end plate body of the top plate (12) and the wall body (1), a pulling beam (18) is fixedly installed on the part of the inclined support main beam (13) close to the wall body (1), a fixed end plate (131) is fixedly installed at both ends of the inclined support main beam (13), a transverse beam (14) is fixedly installed between the inclined support main beam (13) and the wall body (1), a fixed seat (141) is fixedly installed on the end of the transverse beam (14) close to the wall body (1), a plurality of embedded steel beams (10) are arranged in the wall body (1) in a vertical manner, a fixed sleeve (191) is fixedly installed on the fixed end plate (131) and the fixed seat (141) close to the wall body side through a plurality of fixed connecting rods (19), and the fixed sleeve (191) is sleeved on the embedded steel beam (10).

2. The super high cantilever structure SPS support system according to claim 1, characterized in that: A plurality of embedded steel bars (11) arranged at equal intervals are fixedly installed on the embedded steel beam (10), and the embedded steel bars (11) are arranged in the wall body (1).

3. The SPS support system for super high cantilever structures according to claim 1, characterized in that: A cross beam (16) is fixedly installed between the pulling beam (18) and the inclined support main beam (13), and the end of the cross beam (16) is located at the middle position close to the pulling beam (18).

4. The SPS support system for very high cantilever structures according to claim 3, characterized in that: A vertical beam (15) is fixedly installed between the cross beam (16) and the inclined support main beam (13), and the bottom end of the vertical beam (15) is fixedly installed at the bottom end of the pulling beam (18).

5. The SPS support system for very high cantilever structures according to claim 4, characterized in that: A plurality of inclined beams (17) are fixedly installed between the cross beam (16) and the top plate (12), and a V-shaped structure is formed between two adjacent inclined beams (17).

6. The super high cantilever structure SPS support system according to claim 1, wherein: A central hole (192) is arranged in the fixed sleeve (191), the upper and lower ends of the central hole (192) are connected with the outside, and expansion holes (193) are arranged on the hole wall of the central hole (192).

7. The super high cantilever structure SPS support system according to claim 1, wherein: A fixed disc (20) is fixedly installed at the top end of the anchor rod (2), and a plurality of anti-disengagement rods (21) arranged in an upward inclined manner are fixedly installed on the anchor rod (2).

8. The SPS support system for very high cantilever structures according to claim 7, characterized in that: The included angle between the anti-disengagement rod (21) and the anchor rod (2) is 15°-45°, and a pair of upper and lower symmetrical transverse pulling rods (22) are fixedly installed between two mutually opposite anchor rods (2).

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