Fabricated cross truss platform

Abstract

The utility model relates to an assembly type cross-shaped truss platform which comprises branch truss platform assemblies which are arranged in a left-right spaced mode and a front-back spaced mode and distributed in a cross shape, each branch truss platform assembly comprises a top truss and early-dismantling supporting steel columns fixed to the four corners of the top truss, and the early-dismantling supporting steel columns are fixedly sleeved with disc buckles; the inlaying truss platform assemblies are arranged between the spaced branch truss platform assemblies and comprise inlaying trusses and plug pins fixed to the two ends of upper and lower chord members of the inlaying trusses, and the plug pins are inserted into the disc buckles. According to the cross-shaped truss platform, assembly is facilitated, after the cross-shaped framework is formed firstly, other truss units are assembled one by one, a plurality of cross-shaped truss platforms are arranged according to grid points, other truss platforms and inlaying rod pieces are assembled, construction of a truss platform with a larger specification is facilitated, the truss platform is not limited by a track, and the situation that the bending moment of the middle of a large truss platform is too large is avoided.

Description

Technical Field

[0001] This utility model relates to the field of building construction, and in particular to a prefabricated cross truss platform. Background Technology

[0002] For example, Chinese Utility Model Patent Publication No. CN 104895314 A discloses a truss platform for concrete construction of a tall, spacious roof slab. It includes truss support iron parts, steel brackets fixedly connected to the truss support iron parts, rails installed on the steel brackets, and a steel frame truss installed on the rails. The steel frame truss can slide on the rails, and a base plate is laid on the steel frame truss. A full-span scaffold, supporting walers, and formwork are erected on the base plate. This involves the entire truss platform moving along the rails to pour concrete in each construction area. The size of the truss platform is limited by the rails on both sides, and the large bending moment in the middle of a large truss platform is not conducive to support by only the rails on both sides. Utility Model Content

[0003] The technical problem to be solved by this utility model is to provide a prefabricated cross truss platform, which is conducive to forming the cross skeleton in the truss platform, facilitating assembly. After forming the cross skeleton first, other truss units are assembled one by one. Multiple cross truss platforms are arranged according to grid points, and then other truss platforms are assembled, as well as inserting members. This is conducive to building larger truss platforms, not being restricted by tracks, and avoiding the situation of excessive bending moment in the middle of large truss platforms.

[0004] To solve the above problems, a prefabricated cross-truss platform was adopted, which includes:

[0005] The branch truss platform assembly is arranged in a cross shape with left and right intervals and front and back intervals. It includes a top truss and early-release support steel columns fixed at the four corners of the top truss. The early-release support steel columns are fixed with sleeve buckles.

[0006] The interlocking truss platform assembly is disposed between spaced branch truss platform assemblies. It includes an interlocking truss and pin heads fixed to both ends of the upper and lower chords of the interlocking truss, with the pin heads inserted into the disc buckle.

[0007] With this structure, the branch truss platform components are connected by the interlocking truss platform components to form a cross shape, which helps to improve assembly efficiency. The pin head is inserted into the disc buckle, which facilitates the rapid assembly of the interlocking truss.

[0008] As a further improvement of this utility model, scissor bracing is provided between the upper and lower chords of the interlocking truss.

[0009] With this structure, the scissor bracing helps ensure the overall stability of the interlocking truss.

[0010] As a further improvement of this utility model, the scissor brace includes intersecting diagonal braces, with a first positioning sleeve sleeved in the middle of the diagonal brace, and a pin connecting two adjacent first positioning sleeves; lugs are hinged at both ends of the diagonal brace; the lugs are fixed on the second positioning sleeve, and the second positioning sleeve is slidably connected to the upper chord and the lower chord, and moves to a position close to the pin head.

[0011] With this structure, the two first positioning sleeves are connected by a pin and can rotate, which is beneficial for adjusting the distance between the upper and lower chords. This allows the pin head to flexibly insert into the disc buckle to accommodate disc buckles of different heights. After the second positioning sleeve slides, it can abut against the disc buckle, forming a clamping effect on the disc buckle. The disc buckle provides a limiting function, preventing the second positioning sleeve from sliding further, so that the scissor brace forms a stable structure.

[0012] As a further improvement of this utility model, a quick-release platform lifting mechanism is provided at the lower end of the early-release support steel column, and the quick-release platform lifting mechanism includes:

[0013] The steel frame foundation is assembled using Bailey bridges;

[0014] The support is removed and installed on the bottom surface of the middle part of the steel frame foundation;

[0015] The steel frame is installed on the top of the middle part of the steel frame support;

[0016] The first hydraulic jack is installed in the steel frame, with its bottom installed on the middle of the steel frame support platform, and its piston end is installed with the early dismantling support steel column.

[0017] The turbine screw jack is installed at the four corners of a steel frame support; the lower end of its lifting rod passes through the steel frame support and is fitted with positioning feet.

[0018] The drive wheel assembly is installed at the four corners of the steel frame platform and spaced apart from the lifting rod.

[0019] With this structure, the quick-release platform lifting mechanism is conducive to moving and lifting the branch truss platform components, and facilitates flexible assembly between the branch truss platform components.

[0020] This invention facilitates assembly. First, a cross-shaped frame is formed, and then other truss units are assembled one by one. Multiple cross-shaped truss platforms are arranged according to grid points, and then other truss platforms and insert members are assembled. This is conducive to building larger truss platforms, which are not limited by tracks, and avoids the situation of excessive bending moment in the middle of large truss platforms. Attached Figure Description

[0021] Figure 1 This is an elevation view of an embodiment.

[0022] Figure 2 This is a magnified schematic diagram of a portion of the flexible scissor brace.

[0023] Figure 3 This is a schematic diagram of a fixed scissor brace structure.

[0024] Figure 4 This is a schematic diagram of the lifting mechanism of the quick-release platform.

[0025] Figure 5 This is a schematic diagram of the overall assembly of the truss platform.

[0026] Reference numerals: 1. Branch truss platform assembly; 101. Top truss; 102. Early-stripping support steel column; 103. Disc buckle;

[0027] 2. Fitting truss platform assembly; 201. Fitting truss; 202. Pin head;

[0028] 203. Scissor brace; 2031. Diagonal brace; 2032. First positioning sleeve; 2033. Lug; 2034. Second positioning sleeve.

[0029] 3. Steel frame foundation; 301 Bailey bridge;

[0030] 4. Remove the support; 5. Steel frame; 6. First hydraulic jack;

[0031] 7. Turbine screw jack; 701. Lifting rod; 702. Positioning foot;

[0032] 8. Drive wheel assembly. Detailed Implementation

[0033] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0034] In the description of this utility model, it should be noted that the terms "center," "upper," "lower," "left," "right," "vertical," "horizontal," "inner," and "outer," etc., indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings. They are used only for the convenience of describing this utility model and for simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, they should not be construed as limitations on this utility model. The terms "first," "second," and "third" are used for descriptive purposes only and should not be construed as indicating or implying relative importance. Furthermore, unless otherwise explicitly specified and limited, the terms "installed," "connected," and "linked" should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral connection; they can refer to a mechanical connection or an electrical connection; they can refer to a direct connection or an indirect connection through an intermediate medium; and they can refer to the internal connection of two components. Those skilled in the art can understand the specific meaning of the above terms in this utility model based on the specific circumstances.

[0035] Example 1

[0036] like Figures 1-5 As shown, a prefabricated cross truss platform includes: a branch truss platform assembly 1, which is arranged in a cross shape with left and right intervals and front and back intervals. It includes a top truss 101 and early-removal support steel columns 102 fixed at the four corners of the top truss 101. The early-removal support steel columns 102 are fixed with sleeve buckles 103.

[0037] The interlocking truss platform assembly 2 is disposed between the spaced branch truss platform assemblies 1. It includes an interlocking truss 201 and pin heads 202 fixed to the upper and lower chords of the interlocking truss 201. The pin heads 202 are inserted into the disc buckle 103.

[0038] With this structure, the branch truss platform assembly 1 is connected to the interlocking truss platform assembly 2 to form a cross shape, which helps to improve assembly efficiency. The pin head 202 is inserted into the disc buckle 103, which facilitates the rapid assembly of the interlocking truss 201.

[0039] In this embodiment, a scissor brace 203 is provided between the upper and lower chords of the interlocking truss 201.

[0040] With this structure, the scissor brace 203 helps to ensure the overall stability of the interlocking truss 201.

[0041] In this embodiment, the scissor brace 203 includes intersecting diagonal braces 2031, with a first positioning sleeve 2032 sleeved at the middle of the diagonal brace 2031, and adjacent first positioning sleeves 2032 connected by a pin; the two ends of the diagonal brace 2031 are hinged with lugs 2033; the lugs 2033 are fixed on the second positioning sleeve 2034, and the second positioning sleeve 2034 is slidably connected to the upper chord and the lower chord, and moves to a position close to the pin head 202.

[0042] With this structure, the two first positioning sleeves 2032 are connected by a pin and can rotate, which is beneficial for adjusting the distance between the upper and lower chords. This allows the pin head 202 to flexibly insert into the disc buckle 103 to accommodate disc buckles 103 of different heights. After the second positioning sleeve 2034 slides, it can abut against the disc buckle 103, forming a clamping effect on the disc buckle 103. The disc buckle 103 provides a limiting function, preventing the second positioning sleeve 2034 from sliding further, so that the scissor brace 203 forms a stable structure.

[0043] In this embodiment, a quick-release platform lifting mechanism is provided at the lower end of the early-release support steel column 102, and the quick-release platform lifting mechanism includes:

[0044] Steel frame foundation 3 is assembled from Bailey bridge 301;

[0045] Remove support 4, which is installed on the bottom surface of the middle part of the steel frame base 3;

[0046] Steel frame 5 is installed on the upper part of the middle of steel frame support 3;

[0047] The first hydraulic jack 6 is installed in the steel frame 5, and its bottom is installed on the middle of the steel frame support 3. The piston end of the jack is installed with the early dismantling support steel column 102.

[0048] The turbine screw jack 7 is installed at the four corners of the steel frame support 3; the lower end of its lifting rod 701 passes through the steel frame support 3 and is equipped with positioning feet 702.

[0049] The drive wheel assembly 8 is installed at the four corners of the steel frame support 3 and spaced apart from the lifting rod 701.

[0050] With this structure, the quick-release platform lifting mechanism is conducive to moving and lifting the branch truss platform assembly 1, and facilitates the flexible assembly between the branch truss platform assemblies 1.

[0051] This embodiment facilitates assembly. First, a cross-shaped frame is formed, and then other truss units are assembled one by one. Multiple cross-shaped truss platforms are arranged according to grid points, and then other truss platforms and insert members are assembled. This is conducive to building larger truss platforms, which are not limited by tracks, and avoids the situation of excessive bending moment in the middle of large truss platforms.

[0052] The above description, in conjunction with specific preferred embodiments, provides a further detailed explanation of the present invention. It should not be construed that the specific implementation of the present invention is limited to these descriptions. For those skilled in the art, several equivalent substitutions or obvious modifications can be made without departing from the concept of the present invention, and all such modifications, with identical performance or use, should be considered within the protection scope of the present invention.

Claims

1. A prefabricated cruciform truss platform, characterized in that include: The branch truss platform assembly (1) is arranged in a cross shape with left and right intervals and front and back intervals. It includes a top truss (101) and early-release support steel columns (102) fixed at the four corners of the top truss (101). The early-release support steel columns (102) are fixed with sleeve buckles (103). The interlocking truss platform assembly (2) is arranged between the spaced branch truss platform assemblies (1), and includes an interlocking truss (201) and pin heads (202) fixed at both ends of the upper and lower chords of the interlocking truss (201), with the pin heads (202) inserted into the disc buckle (103).

2. The prefabricated cruciform truss platform according to claim 1, characterized in that The interlocking truss (201) is provided with scissor bracing (203) between the upper and lower chords.

3. The prefabricated cruciform truss platform according to claim 2, characterized in that The scissor brace (203) includes intersecting diagonal braces (2031), with a first positioning sleeve (2032) sleeved in the middle of the diagonal brace (2031), and two adjacent first positioning sleeves (2032) connected by a pin; lugs (2033) are hinged at both ends of the diagonal brace (2031); the lugs (2033) are fixed on the second positioning sleeve (2034), and the second positioning sleeve (2034) is slidably connected to the upper chord and the lower chord, and moves to a position close to the pin head (202).

4. The prefabricated cruciform truss platform according to claim 3, characterized in that The lower end of the early-release support steel column (102) is provided with a quick-release platform lifting mechanism, which includes: The steel frame foundation (3) is assembled from Bailey bridges (301); Remove the support (4), which is installed on the bottom of the middle part of the steel frame base (3); The steel frame (5) is installed on the top of the middle part of the steel frame support (3); The first hydraulic jack (6) is installed in the steel frame (5), with its bottom installed on the middle of the steel frame support (3), and its piston end is installed with the early dismantling support steel column (102). The turbine screw jack (7) is installed at the four corners of the steel frame support (3); the lower end of its lifting rod (701) passes through the steel frame support (3) and is equipped with positioning feet (702). The drive wheel assembly (8) is installed at the four corners of the steel frame support (3) and spaced apart from the lifting rod (701).

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