CN117569456A - Emergency module building and construction method - Google Patents

Emergency module building and construction method Download PDF

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Publication number
CN117569456A
CN117569456A CN202311553747.5A CN202311553747A CN117569456A CN 117569456 A CN117569456 A CN 117569456A CN 202311553747 A CN202311553747 A CN 202311553747A CN 117569456 A CN117569456 A CN 117569456A
Authority
CN
China
Prior art keywords
roof
structural
emergency
columns
ground
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN202311553747.5A
Other languages
Chinese (zh)
Inventor
王金丽
靳朝峰
李旺龙
张艳庆
李苗
王慧宇
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
MCC Tiangong Group Corp Ltd
MCC Tiangong Tianjin Equipment Manufacturing Co Ltd
Original Assignee
MCC Tiangong Group Corp Ltd
MCC Tiangong Tianjin Equipment Manufacturing Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by MCC Tiangong Group Corp Ltd, MCC Tiangong Tianjin Equipment Manufacturing Co Ltd filed Critical MCC Tiangong Group Corp Ltd
Priority to CN202311553747.5A priority Critical patent/CN117569456A/en
Publication of CN117569456A publication Critical patent/CN117569456A/en
Pending legal-status Critical Current

Links

Classifications

    • 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
    • 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
    • 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
    • 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
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
    • E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
    • E04B1/78—Heat insulating elements
    • E04B1/80—Heat insulating elements slab-shaped
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B7/00—Roofs; Roof construction with regard to insulation
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D12/00—Non-structural supports for roofing materials, e.g. battens, boards
    • E04D12/004—Battens
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage; Sky-lights
    • E04D13/04—Roof drainage; Drainage fittings in flat roofs, balconies or the like
    • E04D13/08—Down pipes; Special clamping means therefor

Abstract

The invention belongs to the technical field of assembled structural module buildings, and particularly relates to an emergency module building and a construction method. Including support column, supporting beam, connecting elements and roofing purlin, wherein the support column sets up on the perpendicular ground, and the supporting beam setting just is parallel with ground between the support column, and connecting elements sets up on the support column be used for with supporting beam joint and bolted connection fixed, roofing purlin setting is located the top of module building between supporting beam, and roofing purlin improves the height step by step along the one end to the other end of supporting beam, makes the roof possess inclination discharge ponding when laying the roof. The invention has the advantages that: the main body frame is formed by orderly connecting and matching materials such as connecting pieces and bolts on a construction site and the emergency module building is formed by matching plates with excellent heat preservation and heat insulation performances, so that the requirements of the emergency building on comfort performance and construction period are met, and meanwhile, the construction and transportation cost is reduced.

Description

Emergency module building and construction method
Technical Field
The invention belongs to the technical field of assembled structural module buildings, and particularly relates to an emergency module building and a construction method.
Background
At present, the traditional board houses and field tents have the problems of poor heat preservation and insulation performance, poor sealing performance, poor wind load resistance, low service life, low turnover and disassembly times, high loss rate of parts and the like.
The container house has higher economic cost, and due to the limitation of the overall dimension problem and the weight, the container house has no application scenes such as transportation roads, large-scale hoisting equipment and the like, and the product cannot be applied.
The traditional civil engineering emergency building has long construction period and large disturbance to the surrounding environment, and can not be disassembled, moved and recycled for many times.
Disclosure of Invention
In order to solve the technical problems, the invention provides the technical field of assembled structural module buildings, and particularly relates to an emergency module building.
The technical scheme adopted by the invention is as follows: an emergency-type modular building, comprising:
the support column comprises a structural column and short columns, the short columns are arranged between the structural columns, and the structural columns are perpendicular to the ground;
the bottom beams comprise bottom edge beams and bottom secondary beams, the bottom edge beams are arranged at one end, close to the ground, of the structural columns, are fixed between the structural columns and are arranged in parallel with the ground, and the bottom secondary beams are arranged between the bottom edge beams; the top beam comprises top edge beams, the top edge beams are arranged at the opposite ends of the structural columns, which are connected with one end of the ground, and the top edge beams are arranged between the structural columns;
the connecting component is arranged on the structural column and the short column and can be used for fixing the bottom beam and the top beam;
roof purlines are not less than one and are arranged between the roof side beams.
Further, the connecting members comprise structural column connecting members, wherein the structural column connecting members comprise bottom edge beam connecting members, top edge beam connecting members and purlins; the bottom edge beam connecting member is provided with two concave plates which are vertically connected with the structural column and are arranged at one end of the structural column, which is close to the ground; the roof side beam connecting member is provided with two I-shaped plates which are vertically connected with the structural column and are arranged at the opposite ends of one end of the structural column, which is connected with the ground; the purlin holds in the palm and has a plurality of setting to be in roof side rail department.
Further, the coupling member further includes a stub coupling member including three-way female plates to which the stub is perpendicularly coupled, respectively, and to which the roof rail is coupled from three directions.
Further, a plurality of bolt connection holes are formed in the concave plate and the I-shaped plate, and the concave plate and the groove of the I-shaped plate can be clamped and fixed with the supporting beam and can be connected with the supporting beam through the bolt connection holes.
Further, the purlin support is lifted step by step along one end to the other end of the roof side beam, and can be used for fixing a roof and enabling an inclined angle to be arranged between the roof and the top beam.
Further, a canopy beam is arranged at the outer side of the roof beam, and the canopy beam is connected with the roof beam through bolts.
Further, a damping rubber pad is arranged on the bottom secondary beam, the damping rubber pad is connected with the bottom secondary beam in an adhesive mode, and a composite heat-insulating bottom plate is arranged at the top of the damping rubber pad.
Further, the wall body and the roof are arranged as a composite heat-insulating wallboard and a composite heat-insulating top plate.
Further, the roof is characterized in that a downpipe is arranged on the outer side of the roof side beam at the position of the roof in the low slope direction, and the downpipe can drain accumulated water of the roof.
Further, a construction method of an emergency module building is characterized in that the method comprises the following steps:
symmetrically and vertically fixing the structural columns on the ground, and arranging short columns between the structural columns;
providing the connection member on the structural post and the stub;
the bottom beams are arranged between the structural columns, are connected and fixed on the short columns through the connecting members, are arranged in parallel with the ground, and are arranged at the tops of the structural columns in a quantitative mode;
and arranging the roof purlines on the top beam for arranging a roof.
The invention has the advantages and positive effects that: the method is characterized in that a steel structure machined part, a steel plate bending part, a roof board and other materials are adopted to process and form a rod type member and a plate type member, a main body frame is formed on a construction site through orderly connection and matching among various materials, and a composite heat-preservation maintenance board with excellent heat-preservation and heat-insulation performances is matched, so that a quick-assembly type emergency module building structure system and a connection method thereof are formed. The module unit product produced by the connecting method has excellent performances of earthquake resistance, wind resistance, heat preservation, heat insulation and the like, and large-scale mechanical assembly and disassembly are not needed.
Drawings
FIG. 1 is a schematic diagram of an embodiment of the present invention;
FIG. 2 is a schematic structural diagram of an embodiment of the present invention;
FIG. 3 is a schematic structural diagram of an embodiment of the present invention;
FIG. 4 is a schematic diagram of a stub according to an embodiment of the present invention;
FIG. 5 is a schematic view of a roof rail according to an embodiment of the present invention;
FIG. 6 is a schematic view of a bottom side beam of an embodiment of the present invention;
FIG. 7 is a schematic view of a roof rail and canopy rail according to an embodiment of the present invention;
FIG. 8 is a schematic view of a wall panel and roof panel installation in accordance with an embodiment of the present invention;
FIG. 9 is a schematic view of a wall panel and roof panel installation in accordance with an embodiment of the present invention;
FIG. 10 is a schematic view of a building structure according to an embodiment of the present invention;
in the figure:
1. structural column a 2, short column 3 and bottom side beam a
4. Bottom side beam b 5, bottom secondary beam 6 and top side beam a
7. Roof side beam b 8, roof purline 9 and roof side beam c
10. Structural column b 11, connecting plate 12, column bottom plate
13. Bottom side beam connecting member 14, top side beam connecting member 15, purlin bracket a
16. Upright 17, purlin bracket b 18, roof side rail member
19. Bottom side beam member 20, canopy beam 21, and self-tapping screw
22. Roof groove 23, composite heat-insulating top plate 24 and composite heat-insulating wallboard
25. Damping rubber pad 26, composite heat-insulating floor 27 and roof board
28. Side wall edge 29, side wall waterproof structure 30 and downpipe
31. Gutter 32, window
Detailed Description
The objects, technical solutions and advantages of the present invention will become more apparent by the following detailed description of the present invention with reference to the accompanying drawings. It should be understood that the description is only illustrative and is not intended to limit the scope of the invention. In the following description, descriptions of techniques of a well-known structure are omitted so as not to unnecessarily obscure the concept of the present invention.
Embodiments of the present invention are described below with reference to the accompanying drawings.
In the description of the embodiments of the present invention, it should be understood that the orientation or positional relationship indicated by the terms "top", "bottom", etc. are based on the orientation or positional relationship shown in the drawings, are merely for convenience of description and to simplify the description, and are not indicative or implying that the apparatus or element in question must have a particular orientation, be constructed and operated in a particular orientation, and therefore should not be construed as limiting the present invention. In the description of the present invention, it should be noted that, unless explicitly stated and limited otherwise, the terms "disposed," "connected," and "connected" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the above terms in the present invention can be understood by those of ordinary skill in the art in a specific case.
Fig. 1 shows a schematic structural diagram of an embodiment of the present invention, specifically, the structure of the embodiment, and the embodiment relates to a quick-splicing emergency module building structure system and a connection method thereof. The method provides a rapid-splicing type emergency module building structure system which can be applied to various emergency scenes, and solves the problems of poor service performance, earthquake resistance, wind resistance, poor heat insulation performance, less turnover and disassembly times, dependence on transportation conditions and large equipment and the like in the existing emergency module building.
An emergency module building and a construction method, as shown in figures 1-10, comprises a structural column, a top beam, a bottom beam, a roof purline, a plurality of processing components of a canopy beam and the like, is connected and installed through connecting pieces such as bolts, connecting plates and the like, and then is installed through a heat preservation maintenance structural system, so that a rapid-assembly emergency module building structural system and a connection method thereof are formed by installing a drainage system.
The connection and installation steps of the module building are as follows: firstly, as shown in fig. 2, firstly, after the bottom edge beam connecting member 13 and the top edge beam connecting member 14 are perforated according to the drawing schematic drawing, the column bottom plate 12, the bottom edge beam connecting member 13 and the top edge beam connecting member 14 are respectively welded 16 with the upright columns to form a structural column a, and the column bottom plate 12 is arranged on the construction ground to ensure the stability of the structural column;
secondly, as shown in the structural column b in fig. 3, after the blanking holes of the bottom edge beam connecting member 13, the top edge beam connecting member 14 and the purlin support a are manufactured, the bottom edge beam connecting member and the purlin support a are welded with the upright posts 16, and then the bottom of the upright posts 16 are welded with the column bottom plate 12 to form a whole;
and thirdly, as shown in the schematic diagram of the short column in fig. 4, the short column is manufactured, firstly, the short column is blanked according to the required length, and then the short column is welded with the column bottom plate 12 and the bottom edge beam connecting member 13 respectively.
The fourth step is that as schematically shown in fig. 5, roof side rail member 18 is made according to the requirements in the figure, and holes are made at two ends for subsequent installation, purlins a and b are welded on roof side rail member 18: the purlin support b needs to pay attention to the gradient of the top when two purlins are installed, the purlins gradually increase the height from one end to the other end of the roof side beam, and the roof at the later stage is inclined to meet the drainage requirement;
fifth step the bottom side beam a is schematically shown in fig. 6, and the bottom side beam member 19 and the bottom sub-beam connecting member 17 are formed by punching holes at desired positions according to the drawing sheet and then welding.
And sixthly, carrying out module unit hoisting operation according to a construction site shown in a novel apartment modularized building layout diagram in fig. 1, and then installing an indoor door, wherein the indoor door is installed by taking the requirement of ensuring a reserved space at the lower part of the indoor door.
Seventh, as schematically shown in fig. 7, the roof side rail member 18 and the roof side rail 20 are first manufactured, and after the manufacturing is completed, the roof side rail 20 and the roof side rail member 18 are connected by bolts.
After the construction of the eighth step, the construction installation connection is carried out according to the construction connection schematic of the emergency module unit in fig. 1, the construction column is carried out according to the sequence of the construction column a, the construction column b and the short column 2 during the construction of the column, and the column bottom plate 12 is fixed with the lower foundation by bolts; subsequently, the bottom side beam a, the bottom side beam b, the bottom sub beam 5, the top side beam a, the top side beam b and the top side beam c can be installed, and the installation is carried out by adopting a connecting plate to be connected with the reserved holes.
The ninth step is to install the maintenance structure according to the wall panel and top panel installation schematic of fig. 8 and the wall panel and top panel installation schematic of fig. 9, first install the shock-absorbing rubber pad 25 with special glue above the bottom secondary beam 5, and then to perform the composite thermal insulation floor 26. After the ground engineering is finished, the composite heat-insulating wallboard 24 and the composite heat-insulating top plate 23 can be installed, and the suspended ceiling accessory roof 22 and the floor trough 23 are fixed firstly during installation, and the wallboard and the roof trough are fixed by self-tapping screws 21.
After finishing the tenth step of ceiling plate, the roof purline 8 and the roof plate 27 can be installed; as shown in the rapid-assembly emergency module-like building structure system of fig. 10, the installation direction of the purlines of the roof needs to be paid attention to, and the roof should be inclined to the opposite direction of the canopy beam 20 and inclined to the downpipe. The roof top is provided with a gutter 1 to ensure roof drainage. And finally, the side wall edge covering 28, the side wall waterproof structure 29 and the window 32 are installed.
The invention has the advantages and positive effects that: the method is characterized in that a steel structure machined part, a steel plate bending part, a roof board and other materials are adopted to process and form a rod type member and a plate type member, a main body frame is formed on a construction site through orderly connection and matching among various materials, and a composite heat-preservation maintenance board with excellent heat-preservation and heat-insulation performances is matched, so that a quick-assembly type emergency module building structure system and a connection method thereof are formed. The module unit product produced by the connecting method has excellent performances of earthquake resistance, wind resistance, heat preservation, heat insulation and the like, and large-scale mechanical assembly and disassembly are not needed.
The foregoing describes the embodiments of the present invention in detail, but the description is only a preferred embodiment of the present invention and should not be construed as limiting the scope of the invention. All equivalent changes and modifications within the scope of the present invention are intended to be covered by the present invention.

Claims (10)

1. An emergency-type modular building, comprising:
the support column comprises a structural column and short columns, the short columns are arranged between the structural columns, and the structural columns are perpendicular to the ground;
the bottom beams comprise bottom edge beams and bottom secondary beams, the bottom edge beams are arranged at one end, close to the ground, of the structural columns, are fixed between the structural columns and are arranged in parallel with the ground, and the bottom secondary beams are arranged between the bottom edge beams; the top beam comprises top edge beams, the top edge beams are arranged at the opposite ends of the structural columns, which are connected with one end of the ground, and the top edge beams are arranged between the structural columns;
the connecting component is arranged on the structural column and the short column and can be used for fixing the bottom beam and the top beam;
roof purlines are not less than one and are arranged between the roof side beams.
2. The emergency-type modular building of claim 1, wherein the connection members comprise structural column connection members including a bottom side beam connection member, a top side beam connection member, and a purlin bracket; the bottom edge beam connecting member is provided with two concave plates which are vertically connected with the structural column and are arranged at one end of the structural column, which is close to the ground; the roof side beam connecting member is provided with two I-shaped plates which are vertically connected with the structural column and are arranged at the opposite ends of one end of the structural column, which is connected with the ground; the purlin holds in the palm and has a plurality of setting to be in roof side rail department.
3. The emergency-type modular building of claim 1, wherein the connection member further comprises a stub connection member comprising a three-way female plate, the stub being vertically connected by three of the female plates, respectively, to which the rocker is connectable from three directions.
4. An emergency modular building according to any one of claims 1-3, wherein the female plate and the i-plate are provided with a plurality of bolt connection holes, and the female plate and the recess of the i-plate are fastened and fixed to the support beam and are connected to the support beam by bolts through the bolt connection holes.
5. The emergency modular building of claim 1, wherein the purlin brackets are raised step by step along one end of the roof rail to the other end for securing a roof and providing an angle of inclination between the roof and the roof rail.
6. The emergency modular building of claim 5, wherein a canopy beam is disposed at an outboard location of the roof beam, the canopy beam being bolted to the roof beam.
7. The emergency module building according to claim 1, wherein a damping rubber pad is arranged on the bottom secondary beam, the damping rubber pad is connected with the bottom secondary beam in an adhesive mode, and a composite heat-insulating bottom plate is arranged at the top of the damping rubber pad.
8. The emergency modular building of claim 1, wherein the wall and roof are provided as a composite insulated wall panel and a composite insulated ceiling panel.
9. The emergency modular building of any one of claims 1, 5 and 6, wherein a downspout is provided outside the roof rail at a downhill location of the roof, the downspout being operable to drain away water from the roof.
10. A method of constructing an emergency class module building according to claim 1, the method comprising the steps of:
symmetrically and vertically fixing the structural columns on the ground, and arranging short columns between the structural columns;
providing the connection member on the structural post and the stub;
the bottom beams are arranged between the structural columns, are connected and fixed on the short columns through the connecting members, are arranged in parallel with the ground, and are arranged at the tops of the structural columns in a quantitative mode;
and arranging the roof purlines on the top beam for arranging a roof.
CN202311553747.5A 2023-11-21 2023-11-21 Emergency module building and construction method Pending CN117569456A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202311553747.5A CN117569456A (en) 2023-11-21 2023-11-21 Emergency module building and construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202311553747.5A CN117569456A (en) 2023-11-21 2023-11-21 Emergency module building and construction method

Publications (1)

Publication Number Publication Date
CN117569456A true CN117569456A (en) 2024-02-20

Family

ID=89894980

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202311553747.5A Pending CN117569456A (en) 2023-11-21 2023-11-21 Emergency module building and construction method

Country Status (1)

Country Link
CN (1) CN117569456A (en)

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