RU154791U1 - REINFORCED CONSTRUCTION COMPONENT OF BUILDING FROM CONTAINER MODULES - Google Patents

Abstract

1. An reinforcing support component of a building from container modules, comprising load-bearing corner connecting parts located at eight corners of the container module, with end beams, side beams and supporting corner posts connecting the corresponding corner connecting parts, between each end beam and the corresponding corner connecting part and / or between each side beam and the corresponding corner connecting piece, reinforcing elements are fixed, each of which has a carrier on top position flush with the load-bearing surface of each of the corner fittings. 2. The reinforcing support component of a building from container modules according to claim 1, wherein the corner support posts support and connect the corner fittings and reinforcing elements at the upper and lower ends. 3. The reinforcing support component of a building of container modules according to claim 2, wherein each reinforcing element is a rectangular box, wherein one end side of the reinforcing element is connected to the end side of one of the corner fittings, and the other end side of the reinforcing element is connected to one of the end beams or side beams. 4. The reinforcing support component of the container module building of claim 3, wherein the reinforcing elements include upper reinforcing elements located at the top of the container module and lower reinforcing elements located at the bottom of the container module, the upper side of each upper reinforcing element being a bearing surface and the lower side of each neither

Description

FIELD OF TECHNOLOGY

[0001] This utility model relates to the construction of buildings from container modules, in particular, to the reinforcing support component of a modular building, which allows reinforcing the bearing angular connecting parts of the container currently in use.

BACKGROUND

[0002] The use of containers as modules for buildings was a significant technical innovation in the construction industry. The advantages of building a building from container modules are not only that it can be completely moved, lifted and transported as a standard container, but also in high efficiency, low cost, low pollution compared to traditional methods of construction, and the possibility of reusing the material of the modules. Such a container building can be manufactured at the factory and installed at the construction site, so it has great commercial value and prospects for widespread use. In FIG. 5 schematically shows a known standard container module 10 comprising an upper end beam 4 and a lower end beam 5 located horizontally at the top and bottom of the end surface of the container module 10, respectively, an upper side beam 11 and a lower side beam 12 located horizontally at the top and bottom of the side surface of the container module 10, respectively, a support corner post 3, which is a vertical support for the upper and lower surfaces of the module, and upper corner connecting parts 1 and lower corners new connecting parts 1 ′ located at eight corners of the upper surface and lower surface of the container module 10. The upper end beam 4, the upper side beam 11 and the supporting corner post 3 are connected to the upper corner connecting part 1, and the lower end beam 5, the lower side beam 12 and the corner support post 3 are connected to the lower corner connecting part 1 ′, forming a rectangular frame of a standard container module 10.

[0003] From JP 2007126866 A, EB04 1/24, 05.24.2007, a container type building module is known having a frame structure formed by supporting corner posts (11) made of square steel pipes, lower end and side beams (12) and upper end and side beams (13) of a box-shaped shape made of steel channels. The supporting posts (11) have connecting elements (11a) for connecting the lower beams (12) and the upper beams (13) (see Fig. 2 JP 2007126866). Such a design of modules can withstand large horizontal forces, but its load capacity in the vertical direction is insufficient for use in the construction of multi-story buildings.

[0004] Currently, the number of storeys of buildings from modular containers is increasing and they relate to the field of construction of multi-story and high-rise buildings. With an increase in the number of floors, loads on container modules, in particular on lower container modules, increase, while the building as a whole must have high seismic resistance. For a normal six-story building from container modules, the pressure on the main load-bearing elements, such as corner fittings and corner support posts, is more than 1,600 kN. However, the main load-bearing angular connecting parts of a standard container module can withstand a maximum working load of 1,100 kN, which does not meet the requirements of multi-story or high-rise construction.

ESSENCE OF A USEFUL MODEL

[0005] In order to solve the problems inherent in the prior art, the present utility model aims to create a reinforcing support component of a container modular building, the reinforcing elements of which are used with standard corner fittings of the container to increase the bearing surface of the corner fittings and provide more space for increasing corner posts .

[0006] To achieve these goals, according to a utility model, an reinforcing support component of a container modular building is proposed, comprising load-bearing corner fittings located at eight corners of the container module, with end beams, side beams and support corner posts connecting the corresponding corner fittings, between each end beam and corresponding angular connecting pieces and / or between each side beam and corresponding angular connecting pieces reinforcing elements are fixed with hoists, each of which has a bearing surface located flush with the bearing surface of each corner connecting piece.

[0007] In contrast to the known module described in JP 2007126866, the proposed utility model provides bearing angular connecting parts located at eight corners of the container module, as well as reinforcing elements fixed between each end beam and the corresponding angular connecting part, and the bearing surface each reinforcing element is flush with the load-bearing surface of each corner connecting piece.

[0008] Due to the above technical features, the present utility model has the following advantages compared with the prior art:

[0009] The proposed reinforcing support component of a building from container modules allows to increase the bearing surface of a module having standard angular connecting parts, so that there is no need to use special angular connecting parts. In a building module containing the proposed reinforcing support components, corner support posts and corner fittings will withstand higher loads not only in the horizontal but also in the vertical direction, which is especially important when using container modules for the construction of multi-story and high-rise buildings.

[0010] According to a utility model, support corner posts support and connect corner fittings and reinforcing elements at their upper and lower ends, respectively.

[00011] According to a utility model, each reinforcing element is a rectangular box, with one end side of the reinforcing element connected to the end side of one of the corner fittings, and the other end side of the reinforcing element connected to one of the end beams or side beams.

[0012] According to a utility model, the reinforcing elements include upper reinforcing elements located at the top of the container module and lower reinforcing elements located at the bottom of the container module, the upper side of each upper reinforcing element being the bearing surface and the lower side of each lower reinforcing element being the bearing surface.

[0013] According to a utility model, one end face and one side of each reinforcing element are open, the open end being welded to the end of one of the corner fittings, the other end to be welded to one of the end beams or side beams, and the open side facing outward from the container module.

[0014] According to a utility model, a vertical reinforcing rib plate is located in the inner cavity of each reinforcing element.

[0015] According to a utility model, a bolt hole is formed on a bearing surface of each reinforcing element, wherein the center of the bolt hole of the lower reinforcing element is in line with the center of the bolt hole of the upper reinforcing element, and bolts are installed for releasably connecting each lower reinforcing element to the corresponding upper reinforcing element element and thereby for detachable vertical connection of the corresponding container module. This arrangement of bolt holes in the reinforcing elements provides convenience when connecting the upper and lower modules with bolts.

[0016] According to a utility model, each support corner post is a closed vertical column, and the outer edge of the corner support post is aligned with the outer edge of the corner fittings and reinforcing elements.

[0017] According to a utility model, each corner support post is a tubular element with a cross section in the form of the letter “! _” Or a double rectangle.

[0018] According to a utility model, each corner support post and each reinforcing element is formed from a welded billet in the form of a steel plate or is a solid steel casting.

BRIEF DESCRIPTION OF THE DRAWINGS

[0019] FIG. 1 schematically depicts from the end the entire support component according to a utility model.

[0020] FIG. 2 depicts an upper right reinforcing element according to a utility model from above.

[0021] FIG. 3 is a section along line AA in FIG. 2.

[0022] FIG. 4 schematically depicts a fragment of a modular building according to a utility model.

[0023] FIG. 5 schematically illustrates a known standard container module.

[0024] Designations in the drawings:

[0025] 1 is an upper corner connecting piece;

[0026] 1 ′ is a lower corner connecting piece;

[0027] 2 - upper reinforcing element;

[0028] 2 ′ is a lower reinforcing element;

[0029] 3 - reference corner post;

[0030] 4 - upper end beam;

[0031] 5 - lower end beam;

[0032] 11 - the upper side beam;

[0033] 12 is the lower side beam;

[0034] 21 is an upper plate;

[0035] 22 is a bottom plate;

[0036] 23 is a rear plate;

[0037] 24 - end plate;

[0038] 25 - reinforcing ribbed plate;

[0039] 211 is a bolt hole;

[0040] 211 ′ is a bolt hole;

[0041] T is the bearing surface;

[0043] L is the bearing surface.

DETAILED DESCRIPTION

[0043] The following describes in detail embodiments of the present utility model, reflecting its features and advantages. Various changes are possible within the scope of the utility model, so the described embodiments and drawings are given as an example and do not limit its scope.

[0044] As shown in FIG. 1-5, the reinforcing support component of the building from the container modules comprises upper corner connecting parts 1, supporting corner posts 3, lower corner connecting parts 1 ′ and reinforcing elements. The upper corner joint 1 and the lower corner joint 1 ′ are made in accordance with the ISO standard. The reinforcing elements include upper reinforcing elements 2 located at the upper surface of the container module 10, and lower reinforcing elements 2 ′ located at its lower surface, the upper surface of the upper reinforcing element 2 being the bearing surface T, and the lower surface of the lower reinforcing element 2 ′ being bearing surface L.

[0045] The main technical idea of the present utility model is that in each container module 10, an upper reinforcement is fixed between each upper end beam 4 and each corresponding upper corner corner joint 1 or between each upper side beam 11 and each corresponding upper corner joint 1 element 2, and between each lower end beam 5 and each corresponding lower corner connecting piece 1 ′ or between each lower side beam 12 and each corresponding lower the main connecting element 1 ′ is fixed to the lower reinforcing element 2 ′. In addition, if practical, it is possible to fix the upper reinforcing element 2 or the lower reinforcing element 2 ′ at the junction between each upper end beam 4, each lower end beam 5, each upper side beam 11 and each lower side beam 12 and each corresponding upper corner connecting piece 1 or each corresponding lower corner connecting piece 1 ′, i.e. reinforcing elements are located between each upper corner connecting piece 1 and the corresponding upper side beam and upper end beam, and between each lower corner connecting piece 1 ′ and the corresponding lower side beam and lower end beam. The bearing surface T of the upper reinforcing element 2 is flush with the bearing surface of each upper corner connecting part 1, and the bearing surface L of the lower reinforcing element 2 ′ is flush with the bearing surface of each lower corner connecting part 1 ′. Due to this, the bearing surface of each upper corner connecting piece 1 and each lower corner connecting piece 1 ′ is increased and an expanded space is provided for the supporting corner post 3.

[0046] Since the reinforcing elements must correspond to the corner fittings, they are hereinafter referred to as upper reinforcing elements, lower reinforcing elements, left reinforcing elements and right reinforcing elements. As an example, the upper right amplifier element 2 shown in FIG. 2 and 3. The reinforcing element is preferably a rectangular box with an open end side and an open side and comprises an upper plate 21, a lower plate 22, a rear plate 23, an end plate 24, and a vertical reinforcing rib plate 25. In this embodiment, the reinforcing element 2 is preferably made by welding steel plates, and alternatively it may be a steel casting. The open end face 26 of the upper reinforcing element 2 is welded to the end side of the upper corner connecting part 1, and the other end plate 24 is welded to the upper end beam 4 of the container module. The side of the upper reinforcing element 2 is facing outward from the container module to allow bolts to be tightened inside the reinforcing element 2. In addition, the upper plate 21 of the upper reinforcing element 2 preferably has a bolt hole 211.

[0047] The lower reinforcing element 2 ′ shown in FIG. 1 and FIG. 4 is basically similar to the upper reinforcing element 2, except that the bolt hole is made in the lower plate 22, and not in the upper plate 21. The centers of the bolt holes 211 and 211 ′ are located on the same line, which allows to be detachably connected located one above the other lower reinforcing element 2 ′ and upper reinforcing element 2, and thereby, by means of a bolt, vertically attach the corresponding container modules 0 with the possibility of detachment.

[0048] As shown in FIG. 1 and FIG. 4, the corner support column 3 is preferably a sturdy vertical column with a closed cross section located between the upper corner connecting part 1 and the lower corner connecting part 1 ′, as well as between the upper reinforcing element 2 located to the side of the upper corner connecting part 1, and lower reinforcing element 2 ′, located to the side of the lower corner connecting part V. The outer edge of the corner support post 3 is aligned with the outer edge of the upper corner connecting piece 1, lower corner connecting piece 1 ', the top reinforcing element 2 and the lower reinforcement member 2', which provides sufficient cross-sectional area, higher load-bearing capacity in the longitudinal direction, and torsion resistance. The supporting corner post 3 can be welded from billets in the form of steel plates to produce an irregularly shaped pipe with a cross section in the form of a closed letter “L” (hollow) or can be welded from rectangular pipes to produce an irregularly shaped pipe with a cross section in the form of a double rectangle.

[0049] The reinforcing support component of the container modular building according to the utility model provides an increase in the area of the bearing surface based on standard corner connecting parts of the container module. Thanks to this, special corner fittings are not required. Thus, the problem is solved that when using container modules for the construction of multi-storey and high-rise buildings, the supporting corner posts and corner connecting parts must withstand a higher load. In addition, the location of the bolt holes in the reinforcing elements provides the convenience of connecting the upper and lower modules with bolts.

[0050] Although embodiments of the utility model have been described, they are presented only as examples and do not limit its scope. This utility model allows for many forms of implementation and various changes and the use of equivalent elements, if this does not contradict its essence, so that the above described embodiments are not limited to the details indicated in the text and can be interpreted more broadly within the scope defined by the utility model formula.

Claims (10)

1. An reinforcing support component of a building of container modules, comprising load-bearing angular connecting parts located at eight corners of the container module, with end beams, side beams and supporting corner posts connecting the corresponding corner connecting parts, wherein reinforcing elements are fixed between each end beam and the corresponding angular connecting piece and / or between each side beam and the corresponding corner connecting piece, each of which has a bearing surface located flush with the load-bearing surface of each of the corner connecting pieces. 2. The reinforcing support component of the building from the container modules according to claim 1, wherein the corner support posts support and connect the corner fittings and reinforcing elements at the upper and lower ends. 3. The reinforcing support component of the building of container modules according to claim 2, wherein each reinforcing element is a rectangular box, one end face of the reinforcing element being connected to the end side of one of the corner connecting parts, and the other end side of the reinforcing element is connected to one of end beams or side beams. 4. The reinforcing support component of the container module building of claim 3, wherein the reinforcing elements include upper reinforcing elements located at the top of the container module and lower reinforcing elements located at the bottom of the container module, the upper side of each upper reinforcing element being a bearing surface and a lower the side of each lower reinforcing element is a bearing surface. 5. The reinforcing support component of the building from the container modules according to claim 3, wherein one end side and one side of each reinforcing element are open, the open end side being welded to the end side of one of the corner fittings, the other end side is welded to one of the end beams or side beams, and the open side is facing outward from the container module. 6. The reinforcing support component of the building from the container modules according to claim 5, wherein a vertical reinforcing rib plate is located in the inner cavity of each reinforcing element. 7. The reinforcing support component of the building from container modules according to any one of paragraphs. 1-6, in which a bolt hole is made on the bearing surface of each reinforcing element, wherein the center of the bolt hole of the lower reinforcing element is in line with the center of the bolt hole of the upper reinforcing element, and bolts are installed for releasably connecting each lower reinforcing element with the corresponding upper reinforcing element and thereby for detachable vertical connection of the corresponding container module. 8. The reinforcing support component of the building from container modules according to any one of paragraphs. 1-6, in which each support corner post is a closed vertical column, and the outer edge of the corner corner post is aligned with the outer edge of the corner fittings and reinforcing elements. 9. The reinforcing support component of the building from the container modules according to claim 8, in which each corner support pillar is a tubular element with a cross section in the form of the letter "L" or a double rectangle. 10. The reinforcing support component of the building from the container modules according to claim 9, in which each supporting corner post and each reinforcing element is formed from a welded billet in the form of a steel plate or is a solid steel casting.

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