Supporting structure for constructional engineering

Abstract

The utility model discloses a supporting structure for constructional engineering, which comprises a steel pipe assembly, a plurality of supporting rods, a plurality of longitudinal rods, a plurality of vertical rods and a plurality of scaffolds formed by fasteners, a base arranged at the bottom of each longitudinal rod, and a base plate arranged below each row of bases; the supporting assembly comprises a pair of cross beams and a pair of vertical supporting frames arranged between the pair of cross beams, the pair of cross beams are arranged between the two adjacent rows of vertical rods at the same height, and the outer sides of the cross beams are connected with the vertical rods on the sides through first connecting pieces; the vertical supporting frame comprises a longitudinal rod supporting frame, a cross beam supporting frame, a vertical frame and a bearing plate which are sequentially arranged from top to bottom. Concentrated loads transmitted by the upper steel pipe assembly can be dispersed to the supporting assembly below, the structural strength and stability of the upper steel pipe assembly are improved, the vertical bearing capacity is improved, and the requirement for concrete structure construction is met.

Description

Technical Field

[0001] This utility model relates to the field of building engineering technology. More specifically, this utility model relates to a support structure for building engineering. Background Technology

[0002] Coupler-type scaffolding is commonly used in construction projects. It consists of steel pipes and couplers, with the steel pipes serving as the main structural members, connected by couplers. The advantage of this type of scaffolding is its versatility, adaptable to various building shapes and construction requirements. For example, in the construction of multi-story residential buildings, it can be flexibly erected according to the floor height. Vertical members are the main vertical support components, bearing the vertical loads from the formwork and concrete. By rationally setting the spacing and step distance (distance between upper and lower horizontal members) of the vertical members, the load can be effectively transferred to the foundation. Horizontal and vertical members connect the vertical members, enhancing the stability of the entire support system and preventing horizontal deformation and instability. Diagonal members are also installed when necessary to enhance the support system's resistance to lateral deformation, forming a stable spatial structure. Couplers are the key components connecting the steel pipes, and there are three types: right-angle couplers, swivel couplers, and butt couplers. In actual construction, stability and load-bearing capacity depend on proper installation. If the spacing between uprights, step distance, or the installation of horizontal and vertical bars does not meet the specifications, the support system may become unstable and loose when under load, thus affecting the safety of the entire support system. Therefore, it is necessary to further improve the overall stability of the steel pipe assembly. This utility model provides a support structure for building engineering to reduce safety hazards during construction. Summary of the Invention

[0003] This utility model provides a support structure for building engineering, which can distribute the concentrated load transmitted from the upper steel pipe assembly to the lower support assembly, improve the structural strength and stability of the upper steel pipe assembly, improve the vertical bearing capacity, and meet the requirements of concrete structure construction.

[0004] To achieve these objectives and other advantages according to the present invention, a support structure for building engineering is provided, comprising:

[0005] The steel pipe assembly is a scaffold consisting of multiple horizontal bars, vertical bars, and couplers. Each vertical bar has a base at its bottom, and each row of bases has a pad underneath it.

[0006] A support assembly includes a pair of horizontal beams and a pair of vertical supports disposed between the pair of horizontal beams. The pair of horizontal beams are positioned at the same height between two adjacent rows of vertical bars. The outer side of each horizontal beam is connected to the vertical bar on that side via a first connector. Each vertical support includes, from top to bottom, a longitudinal support frame, a horizontal beam support frame, a vertical frame, and a load-bearing plate. The longitudinal support frame is vertically positioned with its upper end connected to the upper longitudinal support frame via a second connector and its lower end connected to the middle of the horizontal beam support frame. The horizontal beam support frame is horizontally positioned with both ends connected to the inner sides of the pair of horizontal beams. The vertical frame is vertically positioned and connects the horizontal beam support frame to the load-bearing plate. The load-bearing plate is fixed to the ground by anchor bolts.

[0007] Preferably, the crossbeam has an I-shaped cross section, and both sides of the crossbeam are provided with transverse grooves. The outer side of each transverse groove is provided with a screw hole. The first connector slides in one of the transverse grooves and is connected to the crossbeam by a fastening bolt.

[0008] Preferably, the first connecting member includes a first base plate, a pair of first clamping members, and a first slider. The longitudinal side of the first base plate is fixedly connected to the first slider. The first slider is slidably engaged with one of the transverse sliding grooves. The upper part of the first base plate is detachably connected to the pair of first clamping members via a pair of corner plates. The pair of first clamping members are detachably connected to the vertical rod. The first base plate is also provided with screw holes located outside the pair of corner plates. The screw holes of the first base plate are aligned with the screw holes outside one of the transverse sliding grooves and then connected by fastening bolts.

[0009] Preferably, the second connector includes a connecting plate and a pair of second clamping members. The connecting plate is provided with screw holes. The outer side of the connecting plate is detachably connected to the longitudinal rod support frame, and the inner side of the connecting plate is detachably connected to the pair of second clamping members.

[0010] Preferably, the two ends of the crossbeam support frame are provided with a second seat plate and a second slider. The upper part of the second seat plate is fixedly connected to the end of the crossbeam support frame, the longitudinal side of the second seat plate is fixedly connected to the second slider, the second slider is slidably engaged with another transverse slide groove, and the second seat plate is also provided with a screw hole located on the outside of the crossbeam support frame. The screw hole of the second seat plate is aligned with the screw hole on the outside of the other transverse slide groove and then connected by fastening bolts.

[0011] Preferably, there are two uprights, symmetrically arranged on both sides of the longitudinal support frame.

[0012] This utility model has at least the following beneficial effects:

[0013] First, by setting a base and pad under the steel pipe assembly, this utility model can distribute the concentrated load of the vertical rod to the base and pad when the construction load is large, and distribute it to a larger contact area, thus avoiding excessive local pressure on the foundation and causing damage. By setting a support structure, a pair of horizontal beams prevent the vertical rod from being displaced due to horizontal force, and a pair of vertical supports prevent the steel pipe assembly from becoming unstable, thus providing a stable foundation for the steel pipe assembly and ensuring the stability and structural strength of the entire steel pipe assembly.

[0014] Secondly, the horizontal bar spacing should be set according to different load and height requirements, and can be reasonably selected between 1.2-1.8m. The longitudinal bar spacing should be set according to the vertical bar spacing and load conditions, ensuring that adjacent longitudinal bars can effectively share the load and avoid excessive stress on local members. The vertical bar spacing should be set according to the load on the formwork and the formwork type (e.g., beam formwork, slab formwork) to form a grid structure, which can better resist horizontal forces in all directions. Connection nodes are firmly connected with fasteners to improve overall stability. A pair of horizontal beams are set between two rows of vertical bars to provide horizontal support for the vertical bars in adjacent rows. The pair of horizontal beams are connected by a pair of vertical supports, which provide vertical support for the upper longitudinal bars. The vertical supports are connected to the load-bearing plate by anchor bolts to restrain the displacement of the vertical supports and prevent horizontal movement at the bottom.

[0015] Third, the cross section of the beam is set as I-shaped to facilitate connection with the inner and outer components. The transverse groove on the beam can be a groove, and the screw hole on the beam is a through hole. The beam and the first connecting piece can be connected by sliding fit through the transverse groove and the slider, and can be further fixed by bolt assembly.

[0016] Fourth, the crossbeam is connected to the vertical rod via the first connecting member. Specifically, the connection between the crossbeam and the first connecting member involves setting a first base plate with a first slider for sliding engagement. The connection between the first connecting member and the vertical rod involves setting a pair of first clamping members, such as clamps, on the first base plate, and further setting an angle plate to disassemble the pair of first clamping members. That is, the angle plate is connected to the first clamping members and the first base plate respectively. The first base plate and the crossbeam are positioned by setting aligned screw holes and fastening bolt assemblies. The crossbeam and the vertical rod are adjusted laterally and connected securely through the above components.

[0017] Fifth, the vertical support frame is connected to the longitudinal rod via a second connecting piece. A connecting plate connects a pair of second clamping pieces to the longitudinal rod support frame. This connection can be detached using bolt assemblies. The pair of second clamping pieces can be clamps. These components enable longitudinal adjustment and a stable connection between the vertical support frame and the longitudinal rod. A pair of crossbeams are connected via a crossbeam support frame. Specifically, a second base plate is provided, with a second sliding block on the base plate. The second base plate and the crossbeam are positioned using aligned screw holes and fastening bolt assemblies. These components enable lateral adjustment and a stable connection between the crossbeam support frame and the crossbeam. The uprights are symmetrically positioned below the crossbeam support frame and on both sides of the longitudinal rod support frame, allowing the members throughout the facade to work collaboratively and improving overall stability.

[0018] Other advantages, objectives and features of this invention will be partly apparent from the following description, and partly understood by those skilled in the art through study and practice of this invention. Attached Figure Description

[0019] Figure 1 This is a schematic diagram of the structure of one technical solution of this utility model;

[0020] Figure 2 This is a partially enlarged schematic diagram of technical solution A of this utility model;

[0021] Figure 3 This is a schematic diagram of the structure of the first connecting member according to a technical solution of this utility model;

[0022] Figure 4 This is a schematic diagram of the structure of the second connecting member in one technical solution of this utility model. Detailed Implementation

[0023] The present invention will now be described in further detail with reference to the accompanying drawings, so that those skilled in the art can implement it based on the description.

[0024] It should be understood that terms such as “having,” “comprising,” and “including” as used herein do not exclude the presence or addition of one or more other elements or combinations thereof.

[0025] It should be noted that, unless otherwise specified, the experimental methods described in the following embodiments are conventional methods, and the reagents and materials described are commercially available. In the description of this utility model, it should be noted that, unless otherwise explicitly specified and limited, the terms "installation," "connection," and "setting" should be interpreted broadly. For example, they can refer to fixed connection or setting, detachable connection or setting, or integral connection or setting. Those skilled in the art can understand the specific meaning of the above terms in this utility model based on the specific circumstances. The terms "lateral," "longitudinal," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," and "outer," etc., indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings, and are only for the convenience of describing this utility model and simplifying the description. They 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, and therefore should not be construed as a limitation of this utility model.

[0026] like Figures 1-4 As shown, this utility model provides a support structure for building engineering, comprising:

[0027] The steel pipe assembly includes a scaffold consisting of multiple horizontal bars 1, vertical bars 2, vertical bars 3 and fasteners 4. Each vertical bar 2 has a base 15 at its bottom and a pad 16 below each base 15.

[0028] The support assembly includes a pair of horizontal beams 5 and a pair of vertical supports disposed between the pair of horizontal beams 5. The pair of horizontal beams 5 are disposed at the same height between two adjacent rows of vertical bars 3. The outer side of each horizontal beam 5 is connected to the vertical bar 3 on that side via a first connector. The vertical supports include, from top to bottom, a longitudinal support frame 6, a horizontal beam support frame 7, a vertical frame 8, and a load-bearing plate 9. The longitudinal support frame 6 is vertically arranged and its upper end is connected to the upper longitudinal support frame 6 via a second connector, and its lower end is connected to the middle of the horizontal beam support frame 7. The horizontal beam support frame 7 is horizontally arranged and its two ends are connected to the inner side of the pair of horizontal beams 5. The vertical frame 8 is vertically arranged and connects the horizontal beam support frame 7 and the load-bearing plate 9. The load-bearing plate 9 is fixed to the ground by anchor bolts.

[0029] In the above technical solution, by setting a base 15 and a pad 16 under the steel pipe assembly, the concentrated load of the vertical rod 3 can be distributed to the base 15 and the pad 16 when the construction load is large, and distributed to a larger contact area, so as to avoid excessive local pressure on the foundation and damage. By setting a support structure, a pair of horizontal beams 5 prevent the vertical rod 3 from being displaced due to horizontal force, and a pair of vertical supports prevent the steel pipe assembly from becoming unstable, providing a stable foundation for the steel pipe assembly and ensuring the stability and structural strength of the entire steel pipe assembly.

[0030] The spacing of horizontal bars 1 is set according to different load and height requirements, and can be reasonably selected between 1.2-1.8m. The spacing of vertical bars 2 is set according to the spacing of vertical bars 3 and the load conditions. It should be ensured that the load can be effectively distributed between adjacent vertical bars 2 to avoid excessive stress on local members. The spacing of vertical bars 3 is set according to the load on the formwork and the formwork type (such as beam formwork, slab formwork) to form a grid structure, which can better resist horizontal forces in all directions. The connection nodes are firmly connected by fasteners 4 to improve overall stability. A pair of horizontal beams 5 are set between two rows of vertical bars 3 to provide horizontal support for the vertical bars 3 in adjacent rows. The pair of horizontal beams 5 are connected by a pair of vertical supports, which provide vertical support for the vertical bars 2 above. The vertical supports are connected to the load-bearing plate 9 by anchor rods to restrain the displacement of the vertical supports and prevent the vertical supports from moving horizontally at the bottom.

[0031] In another technical solution, the crossbeam 5 has an I-shaped cross-section, and both sides of the crossbeam 5 are provided with transverse grooves. Each transverse groove has a threaded hole on its outer side. The first connecting member slides in one of the transverse grooves and is connected to the crossbeam 5 by a fastening bolt. The I-shaped cross-section of the crossbeam 5 facilitates connection with inner and outer components. The transverse grooves on the crossbeam 5 can be recesses, and the threaded holes on the crossbeam 5 are through holes. The connection between the crossbeam 5 and the first connecting member can achieve a sliding fit through the transverse grooves and the slider, and can be further fixed by a bolt assembly.

[0032] In another technical solution, the first connecting member includes a first base plate 10, a pair of first clamping members 11, and a first slider 12. The longitudinal side of the first base plate 10 is fixedly connected to the first slider 12. The first slider 12 is slidably engaged with one of the transverse sliding grooves. The upper part of the first base plate 10 is detachably connected to the pair of first clamping members 11 through a pair of corner plates. The pair of first clamping members 11 are detachably connected to the vertical rod 3. The first base plate 10 is also provided with screw holes on the outer side of the pair of corner plates. The screw holes of the first base plate 10 are aligned with the screw holes on the outer side of one of the transverse sliding grooves and then connected by fastening bolts. The crossbeam 5 is connected to the vertical rod 3 via a first connecting member. Specifically, the connection between the crossbeam 5 and the first connecting member involves setting a first base plate 10, on which a first slider 12 is provided for sliding engagement. Specifically, the connection between the first connecting member and the vertical rod 3 involves setting a pair of first clamping members 11, such as clamps, on the first base plate 10, and further setting an angle plate to achieve the disassembly of the pair of first clamping members 11. That is, the angle plate is connected to the first clamping members 11 and the first base plate 10 respectively. The first base plate 10 and the crossbeam 5 are positioned by setting aligned screw holes and fastening bolt assemblies. The above components enable the lateral adjustment and stable connection between the crossbeam 5 and the vertical rod 3.

[0033] In another technical solution, the second connecting member includes a connecting plate and a pair of second clamping members. The connecting plate has screw holes, and its outer side is detachably connected to the longitudinal rod support frame 6. The inner side of the connecting plate is detachably connected to the pair of second clamping members. The vertical support frame is connected to the longitudinal rod 2 through the second connecting member. The connecting plate connects the pair of second clamping members to the longitudinal rod support frame 6, which can be detachably connected by a bolt assembly. The pair of second clamping members can be clamps. Through the above components, the vertical support frame and the longitudinal rod 2 can be adjusted longitudinally and securely connected.

[0034] In another technical solution, the two ends of the crossbeam support frame 7 are provided with a second seat plate 13 and a second slider 14. The upper part of the second seat plate 13 is fixedly connected to the end of the crossbeam support frame 7, and the longitudinal side of the second seat plate 13 is fixedly connected to the second slider 14. The second slider 14 is slidably engaged with another transverse slide groove. The second seat plate 13 is also provided with a screw hole on the outside of the crossbeam support frame 7. After the screw hole of the second seat plate 13 is aligned with the screw hole on the outside of the other transverse slide groove, they are connected by fastening bolts. A pair of crossbeams 5 are connected by the crossbeam support frame 7. The connection method between the crossbeam support frame 7 and the crossbeam 5 is as follows: a second seat plate 13 is provided, and a second slider 14 is provided on the second seat plate 13 for sliding engagement. The second seat plate 13 and the crossbeam 5 are positioned by setting aligned screw holes and fastening bolt assemblies. The above components realize the lateral adjustment and stable connection between the crossbeam support frame 7 and the crossbeam 5.

[0035] In another technical solution, there are two uprights 8, symmetrically arranged on both sides of the longitudinal support frame 6. The uprights 8 are symmetrically arranged below the crossbeam support frame 7 and on both sides of the longitudinal support frame 6, so that the members in the entire facade work together and improve the overall stability.

[0036] The number of devices and processing scale described herein are for the purpose of simplifying the description of this utility model. Applications, modifications, and variations of this utility model will be readily apparent to those skilled in the art.

[0037] Although the embodiments of this utility model have been disclosed above, they are not limited to the applications listed in the specification and embodiments. They can be applied to various fields suitable for this utility model. For those skilled in the art, other modifications can be easily made. Therefore, without departing from the general concept defined by the claims and their equivalents, this utility model is not limited to the specific details and the illustrations shown and described herein.

Claims

1. A supporting structure for building construction, characterized in that, include: The steel pipe assembly is a scaffold consisting of multiple horizontal bars, vertical bars, and couplers. Each vertical bar has a base at its bottom, and each row of bases has a pad underneath it. A support assembly includes a pair of horizontal beams and a pair of vertical supports disposed between the pair of horizontal beams. The pair of horizontal beams are positioned at the same height between two adjacent rows of vertical bars. The outer side of each horizontal beam is connected to the vertical bar on that side via a first connector. Each vertical support includes, from top to bottom, a longitudinal support frame, a horizontal beam support frame, a vertical frame, and a load-bearing plate. The longitudinal support frame is vertically positioned with its upper end connected to the upper longitudinal support frame via a second connector and its lower end connected to the middle of the horizontal beam support frame. The horizontal beam support frame is horizontally positioned with both ends connected to the inner sides of the pair of horizontal beams. The vertical frame is vertically positioned and connects the horizontal beam support frame to the load-bearing plate. The load-bearing plate is fixed to the ground by anchor bolts.

2. The supporting structure for building construction as described in claim 1, characterized in that, The cross-section of the beam is I-shaped, and there are transverse grooves on both sides of the beam. There are screw holes on the outer side of each transverse groove. The first connector slides in one of the transverse grooves and is connected to the beam by fastening bolts.

3. The supporting structure for building construction as described in claim 2, characterized in that, The first connecting member includes a first base plate, a pair of first clamping members, and a first slider. The longitudinal side of the first base plate is fixedly connected to the first slider. The first slider is slidably engaged with one of the transverse sliding grooves. The top of the first base plate is detachably connected to the pair of first clamping members via a pair of corner plates. The pair of first clamping members are detachably connected to the vertical rod. The first base plate is also provided with screw holes located outside the pair of corner plates. The screw holes of the first base plate are aligned with the screw holes outside one of the transverse sliding grooves and then connected by fastening bolts.

4. The supporting structure for building construction as described in claim 1, characterized in that, The second connector includes a connecting plate and a pair of second clamping members. The connecting plate is provided with screw holes. The outer side of the connecting plate is detachably connected to the longitudinal rod support frame, and the inner side of the connecting plate is detachably connected to the pair of second clamping members.

5. The supporting structure for building construction as described in claim 2, characterized in that, The beam support frame has a second seat plate and a second slider at both ends. The upper part of the second seat plate is fixedly connected to the end of the beam support frame. The longitudinal side of the second seat plate is fixedly connected to the second slider. The second slider is slidably engaged with another transverse slide groove. The second seat plate is also provided with a screw hole located on the outside of the beam support frame. The screw hole of the second seat plate is aligned with the screw hole on the outside of the other transverse slide groove and then connected by fastening bolts.

6. The supporting structure for building construction as described in claim 1, characterized in that, There are two uprights, symmetrically arranged on both sides of the longitudinal support frame.

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