Core tube hanging and attaching type modular building

By integrating building auxiliary functions in the structural core cylinder and pre-embedding the mounting points, the use of functional modules are attached to the core cylinder, which solves the problems of complex design, complex construction and serious pollution in the existing technology, and achieves the effects of simple construction, simple construction, small pollution and convenient maintenance.

CN119711620AActive Publication Date: 2025-03-28SHANGHAI CONSTRUCTION GROUP CO LTD
View PDF 6 Cites 0 Cited by

Patent Information

Application Number
CN202510059095.2
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2025-01-15
Publication Date
2025-03-28
Estimated Expiration
2045-01-15

AI Technical Summary

Technical Problem

The existing core structural stress system needs to be independently designed, with low replication, low design efficiency, complex on-site construction, serious environmental pollution, a lot of labor, long construction cycle, and low maintenance in the later stage.

Method used

The core cylinder is used as a vertical load-bearing and lateral force-resistant structure, and the building auxiliary functions such as elevators, stairs, equipment, pipelines, etc. are integrated into the core cylinder, and the mounting points are pre-buried in the core cylinder. Functional modules such as living spaces and office spaces are pre-integrated and then attached to the mounting points of the core cylinder through hooks. After bolts are fixed, the building structure is formed.

Benefits of technology

It achieves simple and clear construction stress, clear partitioning of usage functions and auxiliary functions, strong replicability, simple on-site construction, short cycle, small pollution, and simple overall and local maintenance in the later stage.

✦ Generated by Eureka AI based on patent content.

Smart Images

  • Figure CN119711620A_ABST
    Figure CN119711620A_ABST
Patent Text Reader

Abstract

According to the core tube hanging and attaching type modular building, the core tube is adopted as a vertical bearing and lateral force resisting structure, building auxiliary functions such as elevators, stairs, equipment and pipelines are integrated in the core tube, hanging and attaching points are embedded in the core tube, and therefore the core tube can be hung and attached to the building; building use function modules such as a living space and an office space are integrated in advance, then are hung on the core tube mounting points through hooks, and are fixed through bolts to form a building structure. The building is simple and clear in stress, clear in partition of use functions and auxiliary functions, high in replicability, simple and convenient in site construction, short in period, small in pollution, and relatively simple in overall and local later maintenance.
Need to check novelty before this filing date? Find Prior Art

Description

Technical Field

[0001] The invention relates to a core tube hanging type modular building. Background Art

[0002] The core force-bearing system of the existing structure needs to be designed independently, has low replicability, low design efficiency, complex on-site construction, serious environmental pollution, consumes a lot of manpower, has a long construction period, and has low maintainability in the later stage. Summary of the invention

[0003] The purpose of the present invention is to provide a core tube hanging type modular building.

[0004] In order to solve the above problems, the present invention provides a core tube hanging type modular building, comprising:

[0005] A core tube, wherein an auxiliary function module is arranged in the core tube, and a mounting point is arranged at the same elevation on the outer wall of the core tube;

[0006] A functional module is used, and a hook is provided on one side of the functional module. The functional module is fixed at a corresponding elevation on the core tube through the cooperation between the hook and the mounting point.

[0007] Furthermore, in the above core tube hanging type modular building, it also includes:

[0008] The other side of the functional module is provided with a groove.

[0009] A supporting device, the supporting device comprising: a rectangular cross-section steel sleeve column, a bottom supporting support connected to the rectangular cross-section steel sleeve column at different elevations, and a triangular steel truss connected to both sides of the rectangular cross-section steel sleeve column and the ground; wherein the bottom end of the rectangular cross-section steel sleeve column is buried in the ground, and a protrusion is provided on the rectangular cross-section steel sleeve column, and the protrusions at different elevations are clamped and fixed in the grooves of the corresponding use function modules, and the bottom of the use function module is provided with a bottom supporting support connected to the rectangular cross-section steel sleeve column.

[0010] Furthermore, in the above core tube hanging modular building, the shapes of the hanging point and the hook are both L-shaped.

[0011] Furthermore, in the above core tube hanging modular building, the core tube is prefabricated in sections, which are divided into a bottom section, a middle section and a top section.

[0012] Furthermore, in the above core tube hanging modular building, the lengths of the bottom segment, the middle segment and the top segment are 3-5 meters respectively.

[0013] Furthermore, in the above-mentioned core tube hanging modular building, the bottom segment is provided with an anchor plate and reserved with grouting connection holes so as to be grout-fixed with the core tube pedestal; the top segment is reserved with a steel boom mounting base, and the steel boom mounting base is connected to the steel boom device; the bottom of the side wall of the middle segment is reserved with steel bars and the top is reserved with holes, and the upper and lower adjacent segments of the core tube are connected by grouting with inserted bars.

[0014] Furthermore, in the above core tube hanging type modular building, it also includes:

[0015] A core tube pedestal, the core tube pedestal being connected to the lower portion of the bottom segment of the core tube;

[0016] Bored cast-in-place piles: the lower part of the core tube pedestal is connected with bored cast-in-place piles.

[0017] Furthermore, in the above core tube hanging modular building, the top steel bars of the bored piles are welded to the steel bars of the core tube pedestal.

[0018] Furthermore, in the above core tube hanging modular building, a ground anchor plate is also provided on the side wall of the bottom segment of the core tube, and the ground anchor plate is fixed to the hardened site by ground anchor bolts.

[0019] Furthermore, in the above core tube hanging modular building, the bored piles are overcast by 1-2 meters according to the designed elevation.

[0020] Compared with the prior art, the present invention uses the core tube as a vertical load-bearing and lateral force-resisting structure, integrates building auxiliary functions such as elevators, stairs, equipment, pipelines, etc. in the core tube, embeds mounting points in the core tube, pre-integrates building use function modules such as living space and office space, and then hangs them on the core tube mounting points through hooks, and bolts to form a building structure. This kind of building has simple and clear force, clear division of use functions and auxiliary functions, strong reproducibility, simple on-site construction, short cycle, low pollution, and relatively simple overall and local maintenance in the later stage.

[0021] The present invention can be used for the construction of multi-story temporary buildings under limited site conditions. The core tube is used as the only force-bearing structure, the force transmission path is simple and clear, and the replicability is high; the on-site construction speed is fast and labor is saved; the use function modules and auxiliary function modules such as stairs are pre-fabricated in the factory, which can improve the quality and reduce on-site construction errors; each use function module is independently connected to the core tube and does not affect each other; the later maintenance is convenient, and the use function modules can be replaced as a whole; the lifting device is arranged on the core tube, and the use function module is easy to disassemble. BRIEF DESCRIPTION OF THE DRAWINGS

[0022] Figure 1It is a front view of a core tube hanging type modular building according to an embodiment of the present invention;

[0023] Figure 2 is a side view of a core tube hanging type modular building according to an embodiment of the present invention;

[0024] Figure 3 is a top view of a core tube hanging type modular building according to an embodiment of the present invention;

[0025] Figure 4 is a schematic diagram of symmetrical lifting using functional modules according to an embodiment of the present invention;

[0026] Figure 5 It is a schematic diagram of the disassembly, refurbishment and replacement of a functional module used in one embodiment of the present invention. DETAILED DESCRIPTION

[0027] In order to make the above-mentioned objects, features and advantages of the present invention more obvious and easy to understand, the present invention is further described in detail below with reference to the accompanying drawings and specific embodiments.

[0028] like Figures 1 to 5 As shown, the present invention provides a core tube hanging type modular building, comprising:

[0029] A core tube 1, wherein an auxiliary function module is arranged in the core tube 1, and a mounting point 2 is arranged at the same elevation on the outer wall of the core tube 1;

[0030] A functional module 3 is used, wherein a hook 4 is provided on one side of the functional module 3, and a groove 5 is provided on the other side. The functional module is fixed at a corresponding elevation on the core tube through the cooperation between the hook 4 and the mounting point 2;

[0031] A supporting device, the supporting device comprises: a rectangular section steel sleeve column 7, a bottom supporting support 8 connected to the rectangular section steel sleeve column at different elevations, and a triangular steel truss 9 connected to both sides of the rectangular section steel sleeve column and the ground; wherein, the bottom end of the rectangular section steel sleeve column is buried in the ground, and a protrusion is provided on the rectangular section steel sleeve column, and the protrusions at different elevations are clamped and fixed in the grooves of the corresponding use function modules, and the bottom of the use function module is provided with a bottom supporting support connected to the rectangular section steel sleeve column.

[0032] Here, the factory is prefabricated using functional modules:

[0033] The functional modules are prefabricated in the factory in a standardized and stereotyped rectangular shape. An inverted L-shaped high-strength steel hook is set on one side for attachment to the core tube, and a groove is set on the other side.

[0034] like Figure 2 As shown, the support device construction:

[0035] When the number of functional modules designed for hoisting is large, in order to enhance the overall safety of the building and improve its rigidity and stability, a support device can be symmetrically set. The support device consists of an ultra-deeply buried rectangular steel sleeve column, multiple bottom supports, and triangular steel trusses fixed on the ground on both sides of the steel column. During the hoisting of the functional module, the grooves reserved on the outside of each layer are clamped and fixed with the protrusions of the rectangular steel sleeve column, and the bottom supports are set under the functional modules of the corresponding elevation and tightened with the rectangular steel sleeve column. The entire hanging modular building construction is completed in sequence.

[0036] In one embodiment of the core tube hanging modular building of the present invention, the shapes of the hanging point and the hook are both L-shaped.

[0037] In one embodiment of the core tube hanging modular building of the present invention, the core tube is prefabricated in sections, each section has an axial length of 3-5 meters, and is divided into a bottom section, an intermediate section and a top section; the bottom section is provided with an anchor plate and a grouting connection sleeve hole is reserved for grouting and fixing with the core tube pedestal; the top section is reserved with a steel boom mounting base, and the steel boom mounting base is connected to the steel boom device 14; the side wall of the intermediate section has reserved steel bars at the bottom and reserved sleeve holes at the top, and the upper and lower adjacent sections of the core tube are connected by grouting with inserted bars.

[0038] Here, the core segments (including mounting points and auxiliary functions) are prefabricated in the factory:

[0039] The cross-section of the core tube can be rectangular or circular, and sufficient rigidity is ensured. Auxiliary building function modules such as elevator shafts and fire stairs are set on the inside of the core tube, and L-shaped mounting points are reserved on the outside of the core tube; the core tube is prefabricated in segments, each with an axial length of 3-5 meters, divided into bottom segments, middle segments and top segments. The bottom segment of the core tube is provided with anchor plates and reserved grouting connection holes for grouting and fixing with the core tube pedestal; the top segment of the core tube is reserved with a steel boom mounting base for connection with the steel boom device; the side walls of the middle segments of the remaining core tubes are reserved with steel bars at the bottom and holes at the top, and the upper and lower adjacent segments of the core tube are connected by rebar grouting.

[0040] Use function module construction:

[0041] like Figure 4 As shown, a steel boom device is installed on the top segment of the core tube, and the functional module is transported to the site and symmetrically hoisted to a predetermined height. The hook of the functional module and the reserved mounting point of the core tube are connected and fixed by high-strength bolts 10.

[0042] like Figure 1 As shown, in one embodiment of the core tube hanging modular building of the present invention, it also includes:

[0043] A core tube pedestal 11, wherein the core tube pedestal 11 is connected to the lower portion of the bottom segment of the core tube;

[0044] Bored cast-in-place piles 12 : The lower part of the core tube pedestal 11 is connected with bored cast-in-place piles 12 .

[0045] Here, the construction site foundation construction:

[0046] On-site measurement and positioning, bored cast-in-place piles are driven along the core tube section as the foundation of the entire core tube force structure. The bored cast-in-place piles are overcast by 1-2 meters according to the design elevation. The top steel bars of the bored cast-in-place piles are welded to the steel bars of the core tube pedestal and poured into the concrete of the core tube pedestal. The bored cast-in-place piles and the core tube pedestal form a force-bearing whole, forming the foundation of the core tube hanging modular building, which plays a role in reducing settlement, stabilizing the structure, and resisting lateral pulling caused by asymmetric module mounting and unbalanced force. The vertical steel bars reserved at the top of the pedestal are connected to the reserved sleeves at the bottom of the core tube segment for tube grouting.

[0047] like Figure 3 As shown, in one embodiment of the core tube hanging modular building of the present invention, a ground anchor plate 13 is further provided on the side wall of the bottom segment of the core tube, and the ground anchor plate is fixed to the hardened ground by ground anchor bolts.

[0048] Here, the core tube construction:

[0049] The prefabricated core tube segments are transported to the site in order from low to high. The vertical steel bars reserved on the top of the core tube pedestal are aligned and inserted into the reserved connection sleeves of the bottom segments of the core tube. The bottom segments of the core tube and the core tube pedestal are fixed by grouting. The anchor bolts of the bottom segments are then fixed on the hardened site with anchor bolts. The remaining segments of the core tube are then hoisted and grouted in sequence. After the core tube is completed, its verticality is tested to meet the specific construction requirements, and the auxiliary functional modules of the building in the core tube are vertically integrated.

[0050] like Figure 5 As shown, repair and replace:

[0051] When a functional module needs to be replaced during long-term use, the module is first suspended with the top segment steel boom device, and then the hook of the functional module and the mounting point bolts of the core tube are removed, and then the functional module is lifted out of the entire building structure in the horizontal plane, and finally the new functional module is lifted into the designated position and fixedly connected to the core tube with bolts. If support devices are set on both sides, the functional modules can be removed and lifted from top to bottom in sequence, and the damaged functional modules can be replaced and then lifted and installed in sequence according to normal construction methods.

[0052] In summary, the present invention uses the core tube as a vertical load-bearing and lateral force-resisting structure, integrates building auxiliary functions such as elevators, stairs, equipment, pipelines, etc. in the internal space of the core tube 6, embeds mounting points in the core tube, pre-integrates building use function modules such as living space, office space, etc., and then hangs them on the core tube mounting points through hooks, and bolts to form a building structure. This kind of building has simple and clear force, clear division of use functions and auxiliary functions, strong reproducibility, simple on-site construction, short cycle, low pollution, and relatively simple overall and local maintenance in the later stage.

[0053] The present invention can be used for the construction of multi-story temporary buildings under limited site conditions. The core tube is used as the only force-bearing structure, the force transmission path is simple and clear, and the replicability is high; the on-site construction speed is fast and labor is saved; the use function modules and auxiliary function modules such as stairs are pre-fabricated in the factory, which can improve the quality and reduce on-site construction errors; each use function module is independently connected to the core tube and does not affect each other; the later maintenance is convenient, and the use function modules can be replaced as a whole; the lifting device is arranged on the core tube, and the use function module is easy to disassemble.

[0054] The various embodiments in this specification are described in a progressive manner, and each embodiment focuses on the differences from other embodiments. The same or similar parts between the various embodiments can be referenced to each other.

[0055] Obviously, those skilled in the art can make various changes and modifications to the invention without departing from the spirit and scope of the invention. Thus, if these modifications and variations of the invention fall within the scope of the claims of the invention and their equivalents, the invention is also intended to include these modifications and variations.

Claims

1. A core tube hanging modular building, characterized in that: include: A core tube, wherein an auxiliary function module is arranged in the core tube, and a mounting point is arranged at the same elevation on the outer wall of the core tube; The functional module is used, and a hook is arranged on one side of the functional module. The functional module is fixed at a corresponding elevation on the core tube through the cooperation between the hook and the mounting point.

2. The core tube hanging modular building as claimed in claim 1, characterized in that: Also includes: The other side of the functional module is provided with a groove. A supporting device, the supporting device comprising: a rectangular cross-section steel sleeve column, a bottom supporting support connected to the rectangular cross-section steel sleeve column at different elevations, and a triangular steel truss connected to both sides of the rectangular cross-section steel sleeve column and the ground; wherein the bottom end of the rectangular cross-section steel sleeve column is buried in the ground, and a protrusion is provided on the rectangular cross-section steel sleeve column, and the protrusions at different elevations are clamped and fixed in the grooves of the corresponding use function modules, and the bottom of the use function module is provided with a bottom supporting support connected to the rectangular cross-section steel sleeve column.

3. The core tube hanging modular building as claimed in claim 1, characterized in that: The shapes of the mounting point and the hook are both L-shaped.

4. The core tube hanging modular building as claimed in claim 1, characterized in that: The core tube is prefabricated in sections, including a bottom section, a middle section and a top section.

5. The core tube hanging type modular building as claimed in claim 4, characterized in that: The lengths of the bottom segment, middle segment and top segment are 3-5 meters respectively.

6. The core tube hanging type modular building as claimed in claim 4, characterized in that: The bottom segment is provided with an anchor plate and reserved with grouting connection holes so as to be grout-fixed with the core tube pedestal; the top segment is reserved with a steel boom mounting base, which is connected to the steel boom device; the bottom of the side wall of the middle segment is reserved with steel bars and the top is reserved with holes, and the upper and lower adjacent segments of the core tube are connected by grouting with inserted bars.

7. The core tube hanging modular building as claimed in claim 1, characterized in that: Also includes: A core tube pedestal, the core tube pedestal being connected to the lower portion of the bottom segment of the core tube; Bored cast-in-place piles: the lower part of the core tube pedestal is connected with bored cast-in-place piles.

8. The core tube hanging type modular building as claimed in claim 7, characterized in that: The top steel bars of the bored piles are welded to the steel bars of the core tube pedestal.

9. The core tube hanging type modular building as claimed in claim 4, characterized in that: An anchor bolt plate is also provided on the side wall of the bottom segment of the core tube, and the anchor bolt plate is fixed to the hardened ground by anchor bolts.

10. The core tube hanging type modular building as claimed in claim 7, characterized in that: The bored piles are overfilled by 1-2 meters according to the designed elevation.

Citation Information

Patent Citations

  • Medium high-rise modularization building structural system

    CN103572836A

  • Super high-rise core tube horizontal direction and vertical direction synchronous construction top formwork system and construction method

    CN106869489A

  • Modular building connecting structure for steel structure core tube

    CN108612199A

  • Construction method of super-height large-span steel concrete beam hanging structure

    CN114232805A

  • Giant frame and partition filling module combined high-rise modular building and construction method

    CN118309177A