CN114135002A - Assembled vertical top beam frame of container type movable house - Google Patents
Assembled vertical top beam frame of container type movable house Download PDFInfo
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- CN114135002A CN114135002A CN202111420942.1A CN202111420942A CN114135002A CN 114135002 A CN114135002 A CN 114135002A CN 202111420942 A CN202111420942 A CN 202111420942A CN 114135002 A CN114135002 A CN 114135002A
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- 230000002035 prolonged effect Effects 0.000 abstract description 4
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
- E04B1/34326—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by longitudinal elements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34384—Assembling details for foldable, separable, collapsible or retractable structures
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
Abstract
The invention discloses an assembled vertical roof beam frame of a container type prefabricated house, which comprises a roof beam frame and a roof support group, wherein the roof beam frame comprises side beam channel steel, vertical roof channel steel and a splicing locking angle seat which is respectively matched with the side beam channel steel and the vertical roof channel steel in a tenon-and-mortise locking manner, the vertical roof channel steel comprises two vertical roof splicing channel steels which are detachably spliced at an obtuse angle, and the roof support group comprises vertical roof support ribs, support beam ribs and roof support ribs. The invention solves the problem of difficult transportation of the traditional vertical top beam by assembling the vertical top beam frame, and simultaneously eliminates the conditions of difficult welding and potential safety hazard of welding and assembling. Adopt the ingenious equipment cooperation of back timber frame and roof support group, realize vertical back timber integrated into one piece, possess very reliable structural strength and bearing capacity, the smooth high efficiency of equipment operation simultaneously. The tenon-and-mortise matched support has reasonable tenon-and-mortise matched and supported matched design, so that the assembled parts are reliably and stably combined, the whole stress is uniform, the local deformation and damage are not easy to occur, and the effective service life is greatly prolonged.
Description
Technical Field
The invention relates to an assembled vertical roof beam frame of a container type prefabricated house, belonging to the technical field of vertical roof assembly structures.
Background
A container prefabricated house, also called a container house, a container house and a container house, is a house which is mainly formed by slightly modifying a container as a base material and has a window and a door. Such container house is commonly used as workman's dormitory in the building site, also someone uses as renting the house, and is sturdy and durable, builds the convenience. Thus, the container house is also referred to as a people container.
The container prefabricated house is divided into a container type house, a welding box house and a dismounting box house, wherein the container type house is a container house reconstructed by using a traditional container box, is used for recycling a waste container, and is characterized by being very firm and capable of bearing larger pressure; the welded container house is a brand-new welded movable house, namely a living container popular in recent years, is also called a container movable house because the technology of the welded container house is close to that of a first container, and the container house has the technical standard lower than that of a container and is characterized by convenient transportation, installation and movement, lower cost, more than ten years of service life, higher return on investment and wider use range; the disassembly and assembly container prefabricated house is arranged between the prefabricated house and the container house, the modularization production technology is mainly adopted, one container is modularized into standard parts, the assembly in a field is reproduced when the disassembly and assembly container is needed, the assembly and disassembly speed can be accelerated, and the transportation cost can be reduced.
The container prefabricated house is almost as firm as the built building, the surrounding and partition wall foundations are leveled, and reinforced concrete is preferably used, so that the container prefabricated house is firmer; then, erecting columns, connecting the frameworks by using transverse beams, and arranging the upper partition plate, the outer wall plate and the door and window frame; then, paving a floor, installing a layer upwards, and then installing a roof truss and a roof panel; and finally, installing doors and windows and the like, and pulling the vertical supports. And sanitary ware such as small hardware. In fact, the structure is a light steel structure, and is very similar to a heavy steel structure factory building.
The container prefabricated house is distinguished according to the roof, can divide into flat top container room and upright top container room, flat top container room and upright top container room all can the independent utility, and flat top container room can also regard as the multiunit concatenation to fold and establish the use, thereby constitute the multilayer building body in a plurality of independent spaces, and upright top container room mainly used exclusive use or the top layer container room when regard as the multiunit to establish uses, utilize the structure of standing at top, can realize certain ground water conservancy diversion effect, can play certain pit wind-force effect simultaneously, satisfy the structural strength demand of integral building.
At present, there is also detachable package assembly in the container room that erects, and dismouting type container room that erects mainly includes integrated bottom plate, integrated roof, support post and periphery partition plate, lies in with the difference of traditional flat top container room, and its integrated roof has the structure that erects, has two slope transition support districts promptly, leads to its occupation space great, and packing and cost of transportation are very high. In order to meet the structural strength requirement, the outer frame beam and the support beam pipe are designed in an integrated mode, the integrated structure is mostly matched in a welding mode, the matched part is easy to damage in the transportation process, and the field assembly and construction are affected.
Disclosure of Invention
The invention aims to solve the defects of the prior art and provides an assembled type vertical roof beam frame of a container type prefabricated house, aiming at the problem that the vertical roof of the traditional box type prefabricated house is a welded frame which is inconvenient to transport and assemble.
In order to achieve the purpose, the technical scheme adopted by the invention is as follows:
an assembled vertical roof beam frame of a container type prefabricated house comprises a roof beam frame and a roof support group,
the top beam frame comprises two oppositely arranged side beam channel steels, two oppositely arranged vertical top channel steels and a splicing and locking angle seat for splicing and locking the side beam channel steels and the vertical top channel steels,
the vertical roof channel steel comprises two vertical roof splicing channel steel which are detachably spliced at an obtuse angle, the free end of the vertical roof splicing channel steel is provided with a matching channel cavity and a matching bolt plate positioned in the matching channel cavity, the two ends of the boundary beam channel steel are respectively provided with a boundary beam channel cavity and a boundary beam bolt plate positioned in the boundary beam channel cavity,
the splicing locking angle seat comprises an angle seat main body, wherein an inclined mortise and tenon end and a horizontal mortise and tenon end are arranged on the angle seat main body, the inclined mortise and tenon end corresponds to the matching cavity groove, the horizontal mortise and tenon end corresponds to the boundary beam groove cavity, a locking matching end face matched with the matching bolt plate is arranged on the inclined mortise and tenon end, and a boundary beam matching end face matched with the boundary beam bolt plate is arranged on the horizontal mortise and tenon end;
the top plate supporting group comprises a plurality of vertical top supporting ribs arranged in parallel with the vertical top channel steel, a plurality of supporting beam ribs arranged in parallel with the edge beam channel steel and positioned at the bottom of the vertical top supporting ribs, and a plurality of top plate supporting ribs arranged in parallel with the edge beam channel steel and positioned at the top of the vertical top supporting ribs,
the utility model discloses a roof plate supporting rib lock solid mechanism, including roof plate supporting rib, limit beam channel-section steel, it is equipped with the limit beam channel-section steel with be equipped with detachable roof supporting rib locking mechanism between the roof supporting rib, it is right to be equipped with on the roof channel-section steel it supports complex brace rod plate position, is used for right to support a supporting rib the roof bracing rib carries out the spacing support position that spacing supported.
Preferably, a splicing matching bolt plate which is detachably matched is arranged between the two vertical top splicing channel steels of the vertical top channel steel.
Preferably, the vertical top support rib comprises two vertical top support square pipes which are in plug-in fit with each other in a mortise-tenon manner, and the mortise-tenon mating parts of the two vertical top support square pipes are provided with bolt locking parts.
Preferably, the locking mechanism for the vertical top support rib comprises an alignment locking bolt plate arranged on the side beam channel steel and a matching locking bolt plate arranged at the free end of the vertical top support rib.
Preferably, the limiting support position is a U-shaped support piece welded on the top plate support rib.
Preferably, the support beam rib is riveted with the cross support position of the vertical top support rib.
Preferably, the corner seat main body is provided with an avoiding groove matched with the top plate support rib, and the bottom of the avoiding groove is provided with a support assembly table for supporting the top plate support rib.
Preferably, the corner seat main body is provided with a hollow cavity groove, and a hollow pipe groove for connecting the air path externally is arranged on the side wall of the hollow cavity groove.
Preferably, the bottom of the hollow cavity groove is provided with a reinforcing plate body.
The invention has the following beneficial effects:
1. through the design of assembling the vertical top beam frame, the problem that the traditional integral vertical top beam is difficult to transport is solved, and meanwhile, the welding difficulty and the condition of potential safety hazard of welding and assembling are eliminated.
2. Adopt the ingenious equipment cooperation of back timber frame and roof support group, realize vertical back timber integrated into one piece, possess very reliable structural strength and bearing capacity, the smooth high efficiency of equipment operation simultaneously.
3. The tenon-and-mortise matched support has reasonable tenon-and-mortise matched and supported matched design, so that the assembled parts are reliably and stably combined, the whole stress is uniform, the local deformation and damage are not easy to occur, and the effective service life is greatly prolonged.
Drawings
Other features, objects and advantages of the present application will become more apparent upon reading of the following detailed description of non-limiting embodiments thereof, made with reference to the accompanying drawings in which:
fig. 1 is an exploded view of the assembled roof beam of the container type prefabricated house of the invention.
Fig. 2 is an assembly structure diagram of an assembly type vertical roof beam frame of the container type prefabricated house.
Fig. 3 is an enlarged schematic view of a portion a of fig. 2.
Fig. 4 is a schematic structural diagram of a top beam frame in an assembled type vertical top beam frame of the container type prefabricated house.
Fig. 5 is an exploded view of the top beam frame in the assembled vertical top beam frame of the container type prefabricated house.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are some, but not all, embodiments of the present invention. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
The present application will be described in further detail with reference to the following drawings and examples. It is to be understood that the specific embodiments described herein are merely illustrative of the relevant invention and not restrictive of the invention. It should be noted that, for convenience of description, only the portions related to the related invention are shown in the drawings. It should be noted that the embodiments and features of the embodiments in the present application may be combined with each other without conflict.
The invention provides an assembled vertical top beam frame of a container type prefabricated house, which comprises a top beam frame 1 and a top plate supporting group 2 as shown in figures 1 to 5. The beam frame assembly forming of the vertical top is realized through the top beam frame 1, and the whole modular assembly forming is realized through the assembly of the top plate supporting group 2 and the top beam frame 1.
Specifically, the top beam frame 1 comprises two oppositely arranged side beam channel steels 3, two oppositely arranged vertical top channel steels 4 and a splicing and locking angle seat 5 for splicing and locking the side beam channel steels and the vertical top channel steels.
The vertical top channel steel 4 comprises two vertical top splicing channel steel 41 which are detachably spliced at an obtuse angle, the free end of the vertical top splicing channel steel 41 is provided with a matching connection slot cavity 411 and a matching connection bolt plate 412 which is positioned in the matching connection slot cavity 411, and the two ends of the boundary beam channel steel 3 are respectively provided with a boundary beam slot cavity 31 and a boundary beam bolt plate 32 which is positioned in the boundary beam slot cavity.
The splicing locking corner base 5 comprises a corner base main body 50, an inclined mortise and tenon end 51 and a horizontal mortise and tenon end 52 are arranged on the corner base main body 50, the inclined mortise and tenon end corresponds to the adapting cavity slot 411, the horizontal mortise and tenon end corresponds to the boundary beam slot 52, a locking matching end surface 510 matched with the adapting bolt plate is arranged on the inclined mortise and tenon end, and a boundary beam matching end surface 520 matched with the boundary beam bolt plate is arranged on the horizontal mortise and tenon end.
The roof support group 2 comprises a plurality of vertical top support ribs 6 arranged in parallel with the vertical top channel steel 4, a plurality of support beams 7 arranged in parallel with the edge beam channel steel and positioned at the bottom of the vertical top support ribs 6, and a plurality of roof support ribs 8 arranged in parallel with the edge beam channel steel and positioned at the top of the vertical top support ribs.
A detachable vertical top supporting rib locking mechanism 9 is arranged between the edge beam channel steel 3 and the vertical top supporting rib 7, and a supporting rib plate position 42 used for supporting the supporting rib 7 in a matched mode and a limiting supporting position 43 used for limiting and supporting the top plate supporting rib are arranged on the vertical top channel steel 4.
The specific implementation process and principle description are as follows:
the traditional prefabricated house is erected on the top and adopts a welded frame structure, the size of the traditional prefabricated house is very large, structural damage can exist in the transportation process, the situation that assembly cannot be carried out on site is caused, in addition, a site welding operation mode also exists, the site welding operation is difficult, particularly, high operation risk exists.
In the present case, adopt assembled vertical beam frame structural design, when carrying out the back timber equipment, at first carry out the concatenation of vertical top channel steel 4, it realizes the concatenation through two vertical top concatenation channel-section steels 41 and forms V type structure, thereby the equipment formation back timber frame 1 between rethread concatenation lock solid corner seat 5 realization vertical top channel steel 4 and boundary beam channel-section steel 3. When the splicing and locking corner base 5 is spliced and assembled, the inclined mortise and tenon joint end 51 is inserted into the adapting slot cavity, the horizontal mortise and tenon joint end 52 is inserted into the boundary beam slot cavity to realize mortise and tenon joint matching, and the matching bolt between the adapting bolt plate 412 and the locking matching end surface 510 and the matching bolt between the boundary beam bolt plate 32 and the boundary beam matching end surface 520 are matched, so that the splicing and forming of the top beam frame 1 are realized, the tight alignment is realized through the mortise and tenon joint, the tight fit is realized through bolt locking, the structural strength of the whole frame beam is reliable and stable, and the matching requirements of secondary assembling and disassembling are met.
After the top beam frame 1 is assembled and formed, the supporting beam rib 7, the vertical top supporting rib 6 and the top plate supporting rib 8 are sequentially assembled, specifically, two ends of the supporting beam rib 7 are respectively limited on the supporting rib plate positions 42 of the vertical top channel steel 4, after the supporting beam rib 7 is assembled, the vertical top supporting rib 6 and the side beam channel steel 3 are locked and matched through the vertical top supporting rib locking mechanism 9, the vertical top supporting rib 6 is in compression joint on the supporting beam rib 7, and finally the top plate supporting rib 8 is carried on the limiting supporting position 43 of the top plate supporting rib, so that the vertical top supporting rib 6 supports the top plate supporting rib 8, and the whole beam frame assembly is completed.
Through supporting a cooperation between 7 and the groove steel 4 of standing top, the face that the realization is based on 4 bearing capacities of groove steel of standing top supports, and the cooperation realizes supporting based on 3 bearing capacities of boundary beam channel-section steel between 6 and the boundary beam channel-section steel 3 of standing top brace, two face supports and cooperatees and realizes the atress homogeneity demand, finally carry on roof brace 8, this roof brace 8 is used for carrying on the top apron, satisfy the support stability demand to the top apron, whole equipment convenient and fast is high-efficient, easily realize repeatedly installing and removing the use.
In one embodiment, a detachably fitted splice-fit peg plate 40 is provided between two of the upright splice channels 41 of the upright channel 4.
Specifically, the design of the vertical top channel steel 4 is adopted, an opening strip groove is formed, the isolation design of the supporting rib plate position 42 and the limiting supporting position 43 is easily realized through two side edges of the opening strip groove, meanwhile, the protection requirement of the locking bolt in the locking bolt is met, the operation space for locking the bolt is provided, the assembly is more convenient, and no exposed structure relative to channel steel exists.
In one embodiment, the top support rib 6 includes two square top support tubes 61 in mortise-tenon insertion fit, and the mortise-tenon mating portions of the two square top support tubes are provided with bolt locking portions 62.
The specific implementation process and principle description are as follows:
this found top brace 6 and found top channel steel 4 and be the V type structure, consequently can occupy certain ground transportation space, and it is the main structure of weighing, can't adopt the great fluting steel pipe of weight, so need with found top channel steel 4's structure phase difference.
The welding forming of two upright supporting square tubes 61 of material under the general condition, the welding end harms easily in the transportation, and structural strength has certain defect, has consequently designed bolt locking portion 62, can realize the concatenation equipment between two upright supporting square tubes 61 to convenient transportation and satisfy the structural strength demand.
The bolt locking portion 62 has two selectable structures, one is that a top-standing support square tube 61 is designed with a necking port, and the other top-standing support square tube 61 is inserted through the necking port and then is fastened by a bolt in a penetrating manner.
In another scheme, as shown in fig. 4, an adapter 60 is used for connecting two upright supporting square tubes 61, and the bolt locking parts 62 on two sides are used for realizing corner matching locking, so that the fool-proof function is realized, the requirement on the rule of disassembling the square tubes is met, and the adapter 60 is made of a solid material, so that the requirement on the strength of a matching structure is met.
In one embodiment, the roof support bar locking mechanism 9 includes an alignment locking peg plate 91 provided on the sill channel and a cooperating locking peg plate 92 provided on the free end of the roof support bar.
The cooperation between the vertical top supporting rib and the boundary beam channel steel is the bolt locking cooperation, and the detachable cooperation requirement is met.
In one embodiment, the limit support position is a U-shaped support part welded on the top plate support rib. Of course, the supporting rib plate position 42 can also adopt the structure, and the direct carrying and limiting can be met.
In one embodiment, the support beam ribs are riveted to the cross-bracing sites of the riser support ribs.
Specifically speaking, through the riveting structure of the supporting beam rib and the vertical top supporting rib, the integral supporting structure of the supporting surface formed by the supporting beam rib and the vertical top supporting rib in a crossed mode can be realized, the integral structure can be integrally matched with the top beam frame 1, the integral structure is uniform in stress, and the local supporting deformation condition is not easy to occur.
In one embodiment, as shown in fig. 2 and 3, the corner seat main body 50 is provided with an avoiding slot 53 for matching with the roof support bar, and the bottom of the avoiding slot is provided with a support assembling table 54 for supporting the roof support bar.
Specifically, the vertical top channel steel 4 carries and supports the top plate support rib, and when the vertical top plate is carried, the two top plate support ribs at the bottom end have larger stress and inclination action, so that the corner seat main body 50 is adopted to realize the limit carrying of the two top plate support ribs at the two sides of the bottom end.
The concrete implementation process and principle are explained as follows:
referring to fig. 2 and 3, the free end of the roof support rib is limited in the avoiding slot 53 and supported by the support assembly table 54, the support assembly table 54 provides a very reliable supporting force effect to meet the operation requirement of assisting bearing, in addition, the side wall of the avoiding slot 53 can play a stable limit matching on one side deviating from the direction of the oblique acting force, thereby improving the overall structural strength, it should be noted that the angle seat main body 50 has a structural center effect, a plurality of steel beams are matched and connected by the angle seat main body 50, the bearing complement and anti-deviation function of the roof support rib can be played, and the effective service life of the movable house is prolonged.
In a preferred embodiment, the corner seat body 50 has a hollow cavity groove, and a hollow tube groove for connecting the air passage is disposed on a side wall of the hollow cavity groove. The bottom of the hollow cavity groove is provided with a reinforcing plate body.
Namely, the structure of the angle seat main body 50 is optimized, the requirement of the strength of the whole structure is met, meanwhile, the realization of the gas circuit and other functions can be met, and the structure is very ingenious.
Through the above description, the assembled vertical roof beam frame of the container type prefabricated house solves the problem of difficult transportation of the traditional integral vertical roof beam through the design of the assembled vertical roof beam frame, and simultaneously eliminates the conditions of difficult welding and potential safety hazard of welding and assembling. Adopt the ingenious equipment cooperation of back timber frame and roof support group, realize vertical back timber integrated into one piece, possess very reliable structural strength and bearing capacity, the smooth high efficiency of equipment operation simultaneously. The tenon-and-mortise matched support has reasonable tenon-and-mortise matched and supported matched design, so that the assembled parts are reliably and stably combined, the whole stress is uniform, the local deformation and damage are not easy to occur, and the effective service life is greatly prolonged.
The terms "comprises," "comprising," or any other similar term are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
So far, the technical solutions of the present invention have been described in connection with the preferred embodiments shown in the drawings, but it is easily understood by those skilled in the art that the scope of the present invention is obviously not limited to these specific embodiments. Equivalent changes or substitutions of related technical features can be made by those skilled in the art without departing from the principle of the invention, and the technical scheme after the changes or substitutions can fall into the protection scope of the invention.
Claims (9)
1. Assembled roof beam structure that stands of container formula prefabricated house, its characterized in that:
comprises a top beam frame and a top plate supporting group,
the top beam frame comprises two oppositely arranged side beam channel steels, two oppositely arranged vertical top channel steels and a splicing and locking angle seat for splicing and locking the side beam channel steels and the vertical top channel steels,
the vertical roof channel steel comprises two vertical roof splicing channel steel which are detachably spliced at an obtuse angle, the free end of the vertical roof splicing channel steel is provided with a matching channel cavity and a matching bolt plate positioned in the matching channel cavity, the two ends of the boundary beam channel steel are respectively provided with a boundary beam channel cavity and a boundary beam bolt plate positioned in the boundary beam channel cavity,
the splicing locking angle seat comprises an angle seat main body, wherein an inclined mortise and tenon end and a horizontal mortise and tenon end are arranged on the angle seat main body, the inclined mortise and tenon end corresponds to the matching cavity groove, the horizontal mortise and tenon end corresponds to the boundary beam groove cavity, a locking matching end face matched with the matching bolt plate is arranged on the inclined mortise and tenon end, and a boundary beam matching end face matched with the boundary beam bolt plate is arranged on the horizontal mortise and tenon end;
the top plate supporting group comprises a plurality of vertical top supporting ribs arranged in parallel with the vertical top channel steel, a plurality of supporting beam ribs arranged in parallel with the edge beam channel steel and positioned at the bottom of the vertical top supporting ribs, and a plurality of top plate supporting ribs arranged in parallel with the edge beam channel steel and positioned at the top of the vertical top supporting ribs,
the utility model discloses a roof plate supporting rib lock solid mechanism, including roof plate supporting rib, limit beam channel-section steel, it is equipped with the limit beam channel-section steel with be equipped with detachable roof supporting rib locking mechanism between the roof supporting rib, it is right to be equipped with on the roof channel-section steel it supports complex brace rod plate position, is used for right to support a supporting rib the roof bracing rib carries out the spacing support position that spacing supported.
2. The assembled vertical roof beam frame of the container type prefabricated house as claimed in claim 1, wherein:
and a splicing matching bolt plate which is detachably matched is arranged between the two vertical top splicing channel steel.
3. The assembled vertical roof beam frame of the container type prefabricated house as claimed in claim 1, wherein:
the vertical top supporting rib comprises two vertical top supporting square tubes in mortise and tenon insertion fit, and bolt locking parts are arranged on mortise and tenon matching parts of the two vertical top supporting square tubes.
4. The assembled vertical roof beam frame of the container type prefabricated house as claimed in claim 1, wherein:
the vertical top supporting rib locking mechanism comprises an alignment locking bolt plate arranged on the side beam channel steel and a matching locking bolt plate arranged at the free end of the vertical top supporting rib.
5. The assembled vertical roof beam frame of the container type prefabricated house as claimed in claim 1, wherein:
the limiting support position is a U-shaped support piece welded on the top plate support rib.
6. The assembled type vertical roof beam frame of the container type prefabricated house according to any one of claims 1 to 5, wherein:
the supporting beam ribs and the cross supporting positions of the vertical top supporting ribs are riveted into a whole.
7. The assembled vertical roof beam frame of the container type prefabricated house as claimed in claim 1, wherein:
the corner seat main body is provided with an avoidance groove matched with the top plate supporting rib, and the bottom of the avoidance groove is provided with a supporting assembly table used for supporting the top plate supporting rib.
8. The assembled vertical roof beam frame of the container type prefabricated house as claimed in claim 7, wherein:
the corner seat main body is provided with a hollow cavity groove, and a hollow pipe groove used for external connection of a gas circuit is formed in the side wall of the hollow cavity groove.
9. The assembled vertical roof beam frame of the container type prefabricated house as claimed in claim 8, wherein:
and a reinforcing plate body is arranged at the bottom of the hollow cavity groove.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111420942.1A CN114135002A (en) | 2021-11-26 | 2021-11-26 | Assembled vertical top beam frame of container type movable house |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111420942.1A CN114135002A (en) | 2021-11-26 | 2021-11-26 | Assembled vertical top beam frame of container type movable house |
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| CN114135002A true CN114135002A (en) | 2022-03-04 |
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| CN202111420942.1A Pending CN114135002A (en) | 2021-11-26 | 2021-11-26 | Assembled vertical top beam frame of container type movable house |
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| EP3580398A1 (en) * | 2017-02-13 | 2019-12-18 | Ustinov, Igor | Construction system for building a module of a dwelling |
| CN208501891U (en) * | 2018-07-06 | 2019-02-15 | 深圳市瑞益建筑空间设计有限公司 | A kind of modular cabinet top beam mounting structure |
| CN212866601U (en) * | 2020-08-14 | 2021-04-02 | 抚州市中阳研砼建筑科技有限公司 | High-strength laminated beam for constructional engineering |
| CN113216402A (en) * | 2021-05-13 | 2021-08-06 | 苏州中南钢结构股份有限公司 | Container type movable house |
| CN113585482A (en) * | 2021-07-07 | 2021-11-02 | 陈万里 | Building skeleton convenient to assembly |
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