Steel-concrete combined module system beneficial to interpenetration construction

Abstract

The utility model discloses a steel-concrete combination module system beneficial to interpenetration construction, which comprises steel-concrete combination modules, steel beams, a floor slab and a platform type unloading platform, the steel beams are fixed between two adjacent steel-concrete combination modules, and the floor slab is poured at the top of the steel-concrete combination module of the current layer. A discharging opening is reserved in the area, corresponding to the position between every two adjacent steel beams, of the floor, and a lifting ring is arranged on the platform type discharging platform. According to the utility model, the unloading port is reserved in the floor slab, and the platform type unloading platform which is simply and quickly assembled and disassembled is adopted, so that vertical transportation of materials is realized, efficient interspersed construction can be carried out among floors, the construction efficiency is improved, the construction period of a modular building is shortened, the lease expense of a construction elevator and the like is saved, and the engineering cost is reduced. In addition, the utility model does not involve the disassembly and the modification of the building facade, and can effectively ensure the construction quality of the modular building facade and the overall effect of the facade.

Description

Technical Field

[0001] The utility model belongs to the field of steel-concrete combined buildings, and in particular relates to a steel-concrete combined module system which is conducive to interlaced construction. Background Art

[0002] The steel-concrete composite module structure is mainly composed of steel-concrete composite modules and steel structures. The steel-concrete composite module integrates the building structure, electromechanical, enclosure, fine decoration, curtain wall, etc. with system thinking and product thinking. It adopts the construction method of human-machine collaboration. Robots are used in the factory through intelligent manufacturing to combine steel columns, steel plates and various steel components into a steel module, which is then transported to the construction site for module assembly, steel structure assembly and concrete pouring.

[0003] In terms of the interweaving of subsequent processes, in traditional industrial and civil construction projects, concrete and steel structure systems mostly use construction elevators and cantilevered unloading platforms as a means of transporting secondary structure, electromechanical, interior decoration and other engineering materials. However, due to the high degree of integration of modular buildings, the work related to the interior and exterior facades of the modules is mostly completed in the factory, and the installation of construction elevators and cantilevered unloading platforms is difficult; the construction rhythm of modular buildings is fast, which does not match the installation sequence of construction elevators, resulting in the inability to quickly interweave subsequent processes on the completed floors of modular buildings, and the overall utilization rate is not proportional to the construction cost. Utility Model Content

[0004] The utility model aims to provide a steel-concrete composite module system which is conducive to interlaced construction, and can solve the problem in the prior art that the steel-concrete composite module building cannot quickly interlace subsequent processes.

[0005] The utility model is implemented as follows: a steel-concrete composite module system that is conducive to interlaced construction includes a steel-concrete composite module, a steel beam, a floor slab and a platform-type unloading platform, wherein the steel beam is fixed between two adjacent steel-concrete composite modules, and the floor slab is cast on the top of the steel-concrete composite module of the current layer; a unloading port is reserved on the floor slab corresponding to the area between two adjacent steel beams, the size of the platform-type unloading platform is smaller than the size of the unloading port so that the platform-type unloading platform can pass through the unloading port, and a lifting ring is provided on the platform-type unloading platform.

[0006] Furthermore, the platform-type unloading platform includes a base plate, a railing socket and a guardrail, the railing socket is fixed to the periphery of the top surface of the base plate, and the vertical rod of the guardrail is inserted into the railing socket; the lifting ring is fixed to the outer side surface of the base plate.

[0007] Furthermore, the length of the bottom plate of the platform-type unloading platform is greater than the width of the unloading port.

[0008] Furthermore, the steel bars embedded in the floor slab extend into the discharge port for a certain length.

[0009] Furthermore, a protective fence is provided on the top surface of the floor slab at the periphery of the discharge port.

[0010] Furthermore, the steel-concrete composite module system includes one or more floors, wherein the floor slabs in the floors above the second floor are all provided with the discharge port.

[0011] Compared with the prior art, the utility model has the following beneficial effects:

[0012] (1) By reserving a discharge port on the floor slab and using a platform-type discharge platform that is easy to install and quickly disassemble, vertical transportation of materials is achieved, allowing efficient interlaced construction between floors, improving construction efficiency, and shortening the construction period of modular buildings.

[0013] (2) The present invention does not involve the demolition or modification of the building facade, and can effectively ensure the construction quality of the modular building facade and the overall effect of the facade.

[0014] (3) The utility model can save the rental costs of construction elevators, etc., and reduce project costs. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] Figure 1 It is a three-dimensional structural schematic diagram of a steel-concrete composite module system that is convenient for interlaced construction provided by an embodiment of the utility model;

[0016] Figure 2 yes Figure 1 A schematic diagram of the three-dimensional structure of the steel-concrete composite module system from another angle;

[0017] Figure 3 yes Figure 1 A schematic diagram of the three-dimensional structure of a platform-type unloading platform in the steel-concrete composite module system shown;

[0018] Figure 4 It is a three-dimensional structural schematic diagram of a discharge port of a layer of steel-concrete composite module provided by an embodiment of the utility model;

[0019] Figure 5 yes Figure 1 Schematic diagram of the top view of the steel-concrete composite module system shown.

[0020] Numbers in the figure:

[0021] 1. Steel-concrete composite module; 2. Steel beam; 3. Floor slab; 31. Steel bar; 4. Platform unloading platform; 41. Bottom plate; 42. Railing socket; 43. Guardrail; 44. Lifting ring; 5. Unloading port; 6. Protective fence. DETAILED DESCRIPTION

[0022] In order to make the purpose, technical solution and advantages of the utility model more clear, the utility model is further described in detail below in conjunction with the accompanying drawings and embodiments. It should be understood that the specific embodiments described here are only used to explain the utility model and are not used to limit the utility model.

[0023] In the description of the present utility model, it should be noted that the terms "center", "upper", "lower", "left", "right", "front", "rear", "vertical", "horizontal", "inside", "outside" and the like indicate positions or positional relationships based on the positions or positional relationships shown in the drawings, and are only for the convenience of describing the present utility model and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific position, be constructed and operated in a specific position, and therefore cannot be understood as a limitation on the present utility model; the terms "first", "second", and "third" are only used for descriptive purposes, and cannot be understood as indicating or implying relative importance; in addition, unless otherwise clearly specified and limited, the terms "installed", "connected", and "connected" should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral connection; it can be directly connected, or indirectly connected through an intermediate medium, or it can be a communication between the two components. For ordinary technicians in this field, the specific meanings of the above terms in the present utility model can be understood according to specific circumstances.

[0024] This embodiment provides a steel-concrete composite module system that is convenient for interlaced construction. Figure 1 and Figure 2 The steel-concrete composite module system includes a steel-concrete composite module 1, a steel beam 2, a floor slab 3 and a platform-type unloading platform 4.

[0025] The steel beam 2 is fixed between two adjacent steel-concrete composite modules 1, and the floor slab 3 is cast on the top of the steel-concrete composite module 1 of the current layer and is stacked on the top surface of the steel beam 2. A discharge port 5 is reserved on the floor slab 3 corresponding to the area between two adjacent steel beams 2, and a suitable hole size is selected according to the size of the construction material; the size of the platform type discharge platform 4 is smaller than the size of the discharge port 5, so that the platform type discharge platform 4 can pass through the discharge port.

[0026] Reference Figure 3 The platform-type unloading platform 4 includes a base plate 41, a railing socket 42 and a guardrail 43. The railing socket 42 is fixed to the periphery of the top surface of the base plate 41, and the vertical rod of the guardrail 43 is inserted into the railing socket 42; at least two opposite outer sides of the base plate 41 are fixed with lifting rings 44 for connecting with lifting equipment.

[0027] Reference Figure 4The length of the bottom plate 41 of the platform type unloading platform 4 is greater than the width of the unloading port 5 , so that when the platform type unloading platform 4 is hoisted from the unloading port 5 , the direction can be changed to make the platform type unloading platform 4 span above the unloading port 5 .

[0028] Reference Figure 5 The steel bars 31 embedded in the floor slab 3 extend into the discharge port 5 for a certain length. The retention length of the steel bars 31 should meet the requirements of the specification. When the subsequent discharge port 5 is blocked, it should be 100% overlapped with the aligned steel bars.

[0029] A protective fence 6 is provided on the top surface of the floor 3 at the periphery of the discharge port 5. A standardized protective fence with a height of 1200 mm is preferably used. Safety warning signs such as "Be careful, no climbing" should be hung in a conspicuous position on the protective fence 6.

[0030] The steel-concrete composite module system includes a layer (such as Figure 4 as shown) or more than two floors (as shown Figure 1 and Figure 2 As shown), the floor slabs 3 in the floors above the second floor are all provided with a discharge port 5.

[0031] The method for realizing efficient interlaced construction by using the steel-concrete composite module system of this embodiment mainly comprises the following steps:

[0032] Step 1: Position and hoist the steel-concrete composite module 1 according to the requirements of the drawings;

[0033] Step 2: Installation of steel structure system;

[0034] Step 3: Select the reserved position of the discharge port 5, and design and verify the force of the selected position;

[0035] Step 4: During the construction process, a discharge port 5 is reserved on each floor, and a protective fence 6 is set up around the discharge port 5;

[0036] Step 5: The platform type unloading platform 4 is hoisted into place, and after the hoisting is completed, a guardrail 43 is set up at the edge of the platform type unloading platform 4;

[0037] Step 6: Transportation of construction materials, and the platform-type unloading platform 4 can be transferred layer by layer according to construction requirements.

[0038] In summary, this embodiment has the following technical effects:

[0039] 1. This embodiment achieves vertical transportation of materials by reserving a discharge port 5 on the floor slab and using a platform-type discharge platform 4 that is easy to install and quickly disassemble, so that efficient interlaced construction can be carried out between floors, thereby improving construction efficiency and shortening the construction period of modular buildings.

[0040] 2. This embodiment does not involve the demolition and modification of the building facade, and can effectively ensure the construction quality of the modular building facade and the overall effect of the facade.

[0041] 3. This embodiment can save the rental costs of construction elevators, etc., and reduce project costs.

[0042] 4. The discharge port 5 and the platform type discharge platform 4 of this embodiment are both provided with safety protection devices, so the construction is safe and reliable.

[0043] The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention. Any modifications, equivalent substitutions and improvements made within the spirit and principles of the present invention should be included in the protection scope of the present invention.

Claims

1. A steel-concrete composite module system that is convenient for interlaced construction, characterized in that: It includes a steel-concrete composite module, a steel beam, a floor slab and a platform-type unloading platform, wherein the steel beam is fixed between two adjacent steel-concrete composite modules, and the floor slab is cast on the top of the steel-concrete composite module of the current layer; a unloading port is reserved on the floor slab corresponding to the area between two adjacent steel beams, and the size of the platform-type unloading platform is smaller than that of the unloading port so that the platform-type unloading platform can pass through the unloading port, and a lifting ring is provided on the platform-type unloading platform.

2. The steel-concrete composite module system according to claim 1, characterized in that: The platform-type unloading platform comprises a bottom plate, a railing socket and a guardrail, wherein the railing socket is fixed to the periphery of the top surface of the bottom plate, and the vertical rod of the guardrail is inserted into the railing socket; The lifting ring is fixed on the outer side of the bottom plate.

3. The steel-concrete composite module system according to claim 2, characterized in that: The length of the bottom plate of the platform-type unloading platform is greater than the width of the unloading port.

4. The steel-concrete composite module system according to claim 1, characterized in that: The steel bars embedded in the floor slab extend into the discharge port for a certain length.

5. The steel-concrete composite module system according to claim 1, characterized in that: The top surface of the floor slab is provided with a protective fence at the periphery of the discharge port.

6. The steel-concrete composite module system according to any one of claims 1 to 5, characterized in that: The steel-concrete composite module system comprises one or more than two floors, wherein the floor slabs in the floors above the second floor are all provided with the discharge port.

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