CN205935217U - Modular assembly formula building structure - Google Patents
Modular assembly formula building structure Download PDFInfo
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- CN205935217U CN205935217U CN201620914173.9U CN201620914173U CN205935217U CN 205935217 U CN205935217 U CN 205935217U CN 201620914173 U CN201620914173 U CN 201620914173U CN 205935217 U CN205935217 U CN 205935217U
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Abstract
The utility model relates to a modular assembly formula building structure is formed by a plurality of junior unit or big unit combination. Through a plurality of junior units of factory produced play, be split type structure between the room top frame of every junior unit, ground frame, the combination stand, the three can assemble into a junior unit promptly, also can disassemble into the triplex, and the transportation can not be surmounted or be super wide, and the height of house of post assembling can be realized more than 7 meters. The horizontal combination of per two junior units is a big unit, and combination stand adjacent in every big unit is all cancelled. Each big unique tuple is fashionable, adopts combination beam connecting piece connected mode between the adjacent roof girder, can form the space that different large -span within ranges did not make up the stand to satisfy different user demands. Simultaneously, all subassemblies all adopt thin -walled profile for alleviateing the dead weight and reducing the cost, this building structure can also improve batch production preparation degree, the volume of reducing the site operation, accelerate construction speed, need not build ground etc..
Description
Technical field
This utility model is related to building construction and in particular to a kind of Modular assembled building structure.
Background technology
In existing small building, it is Accelerating The Construction speed, meets and be badly in need of and be easy to migrating, employ a lot of modularitys
Assembling or assembling type buildings structure, but because region is different, demand is different, field conditions is different, thus create various
Embodiment, and differ from one another.Because steel building has intensity and integral rigidity is higher, deformability is higher, antidetonation
Property more preferably, deadweight is lighter, long span building low cost, the features such as meet large span place use demand, and component can be with work
Factoryization makes, and in-site installation, speed of application are fast, can greatly reduce the duration, simultaneously the repeatable utilization of steel, can be significantly
Reduce building waste, more environmental protection, so many is also had using steel construction in modular building.For example：A kind of " module
Change integral movable type house "（CN201210556623.8）, " unit-modularized house "（CN201010109819.3）, " it is used for
The modular construction of gymnasium or similar site and the exercise equipment including this structure "（CN201280023843.2）Etc.,
But there is also problems.For example, needing of having builds the ground, assembling of live single-piece, great in constructing amount；The similar container-type having
Structure, because being limited by lifting, transport, conduct oneself with dignity, overall dimensions are limited, and especially height, span are limited, thus limit its
Purposes, at least cannot function as all kinds of arenas and uses, use only as common household house type.
Long-span roofing typically using H profile steel, the girder of truss structure or adopts cable-membrane analysis, but all can not meet module
Change the requirement of steel construction Rapid Combination assembling.
Raising with social development and people's consumption demand and small-sized sports buildings various ways enter community, street
The appearance of the relevant policies such as road, township, town, the demand in small-sized nationwide fitness programs shop is significantly lifted, social for meeting this
Needs, using steel building mode, and execution standardization, modular combination etc. measure be the most quick, most effective, most economical
Means, and wherein realize the fast assembling-disassembling of main house body framework and assembling and be readily transported be current be badly in need of solving primary
Problem.
In terms of transport, 3～3.5 meters of platform truck maximum load width being currently known, load cargo height and do not surpass
Cross 2.8 meters（1.2 meters of oneself height, 4 meters of highway freight limit for height）, 17.5～18 meters of maximum load length.Generally, physical culture
The total length of venue all more than 18 meters, 6 meters of the equal superelevation of span, roof height also more than 7 meters, if do not adopt assembled build
Structure, certainly will cause carrier bar（Girder）Overlength or height of a house superelevation, the transport difficult problem that even cannot overcome.
Content of the invention
For the problem overcoming above-mentioned steel structure modularization formula building to exist, a kind of this utility model Modular assembled of offer
Building structure, produces multiple junior units by factory, between the roof framework of each junior unit, ground framework, combination column
For split-type structural, that is, three can be assembled into a junior unit, also can disassemble into three parts, and meanwhile, each two junior unit is horizontal
To being combined as a big unit, adjacent combination column in each big unit is all cancelled, the room between each junior unit, big unit
During the girder combination assembling of top, using combination beam connected mode, the space not having column in the range of different spans can be formed, with full
Foot difference use demand, in order to solve the problems such as height of house, span, transport, lifting, makes moreover it is possible to improve batch production simultaneously
Degree, the site operation amount that reduces, accelerate speed of application, be not required to build ground etc..
This utility model adopts the following technical scheme that：
A kind of Modular assembled building structure, is combined by several junior units or big unit, it is characterized in that：Described
Each junior unit includes roof framework, ground framework and 4 combination columns, wherein, roof framework generally rectangle, which is provided with
Roof girder, roof beams, purlin, described roof girder mainly by clod wash C-type steel, strengthen square tube, node interior lining panel, outside node
Liner plate, lower flange C-shaped steel are made, and the outer liner plate of node interior lining panel therein, node is discontinuously arranged on the two of clod wash C-type steel
At each node of individual side, roof beams are mainly made by clod wash C-type steel, reinforcement square tube, and 4 angles of roof framework are each
It is provided with 1 upper connection short column being directed downward, the outside of the 4 of roof framework angle and upper connection short column is provided with shared angle simultaneously
The installing plate of steel shape, ground framework is also rectangle, which is provided with ground girder, ground crossbeam, common joists, described ground master
Beam, ground crossbeam are mainly made by H profile steel, are welded and fixed by being connected square box, institute between ground girder and ground crossbeam
State connection square box and be respectively positioned at four angles of ground framework, that is, respectively there is a connection square box at each angle of ground framework, two
The size of orthogonal outer side panel is more than and connects square box, and two outer side panels are angle steel shape, and 4 angles of ground framework are each
It is provided with 1 direction lower connection short column upward, the outside of lower connection short column is the extension of two outer side panels connecting square box
Point, the lower surface of ground framework is placed on smooth ground, and the upper end of each combination column, lower end are upper with roof framework respectively
Connect short column, the lower connection short column of ground framework passes through adpting flange, high-strength bolt connects, after each two junior unit transverse combination
It is a big unit, in each big unit, between two junior units, adjacent combination column is all cancelled, and that is, above-mentioned two is little
Unit transverse is only located at 4 combination columns of surrounding, the now roof beams of two junior units after being combined into a big unit
Between be all connected with the installing plate of roof framework by T-shaped connecting plate, high-strength bolt, between ground crossbeam then with high-strength bolt will
The outer side panel connecting square box is connected with each other, transverse set between junior unit, between big unit or between junior unit and big unit
During conjunction, all it is attached using combination beam connection between all adjacent roof girders, described combination beam connection is located at phase
Between the crack that two adjacent roof girders are formed and its upper and lower part, mainly by the clod wash channel-section steel that winds up, the square steel tube that winds up, on
String reinforcement, upper gusset plate, web connection riser, high-strength bolt, lower edge square steel tube, lower node plate, lower edge reinforcement, lower edge are cold
Curved groove steel and finishing buckle composition, both ends also comprise above-mentioned T-shaped connecting plate, the clod wash channel-section steel that winds up therein, the square steel tube that winds up,
Lower edge square steel tube, lower edge clod wash channel-section steel, the finishing buckle same length all with roof girder, as elongated, and upper gusset plate, wind up
Reinforcement, web connect riser, lower edge reinforcement, lower node plate each along roof girder Directional discontinuity correspondence be arranged on whole
At each node of combination beam, and connected respectively by high-strength bolt, thus forming the main body frame of building structure.
Ground framework is integrally placed on ground, does not therefore need to build ground, only needs smooth cement flooring can meet
Require.The height of each unit can reach more than 7 meters, but roof framework, ground framework, combination column are before combining, and it is every
The height of a part can meet movement requirement, will not superelevation.
Why two junior unit transverse combinations are a big unit, be because the width of junior unit not can exceed that 3～
3.5 meters, otherwise transport difficult.If a big unit is made beam overall do not surpass 3～3.5 meters, junior unit is too narrow, waste very much,
There is no need.And 3～3.5 meters of wide places can not meet sports center needs, so at least needing 6～7 meters of width ranges
Inside do not combine the place of column, that is, a big unit is taken up space.Meanwhile, by horizontal, the longitudinal combination of multiple big units,
It is capable of in the range of multiple different sizes, not combining the use space of column.
The crossbeam structure of traditional large-span steel, most is nonstandard H profile steel.Combination beam in this programme compares nonstandard H
Shaped steel has evident characteristic and advantage：One is from heavy and light, and two is low cost.The transverse section in the elongated direction of nonstandard H profile steel is always H
Shape, simply middle height, two are low, compare H profile steel, and the elongated clod wash C-type steel of combination beam, square steel tube, upper and lower gusset plate etc. are all
Belong to thin-wall section, weight substantially mitigates, steel usage amount significantly reduces, cost is relatively low moreover it is possible to convenient transport.
Further, it is provided with rainwater down pipe in combination column, roof framework is additionally provided with roof covering metal plate, furred ceiling perforated sound-absorbing
Plate, hole for hoist, ground framework is additionally provided with steel wire, warming plate, floor, the body frame of wallboard, door and window and whole building structure
Frame connects.
Especially, the main body all with building structure for the auxiliary equipment such as integral bathroom, electrical equipment, hot-water heating, ventilation, fire-fighting, decoration
Framework activity assembling.Preset cable is arranged in C-type steel or square tube.
The beneficial effects of the utility model are：The height of steel house main body frame reaches more than 7 meters, but does not affect to transport
Defeated；The use space of column is no combined in the centre achieving multiple large spans, disclosure satisfy that different needs；Roof girder, roof
Crossbeam adopts thin-wall section, and lightweight, steel usage amount is few, low cost is moreover it is possible to convenient lift and transport；Batch production makes degree
Height, site operation amount are little, speed of application is fast and do not need to build ground, especially build the solution of nationwide fitness programs shops for a large amount of
Bottleneck problem.
Brief description
Fig. 1：1 junior unit schematic diagram of Modular assembled building structure；
Fig. 2：The upper connection short column of roof framework with combine column assembling schematic diagram；
Fig. 3：The connection square box schematic diagram of ground framework；
Fig. 4：T-shaped connecting plate schematic diagram；
Fig. 5：1 big unit schematic diagram；
Fig. 6：The scheme of installation at combination column in the middle of cancelling；
Fig. 7：2 big unit longitudinal combination schematic diagrams；
Fig. 8：The horizontal assembling schematic diagram of 2 big units；
Fig. 9：Combination beam schematic cross-sectional view；
Figure 10：Roof girder schematic cross-sectional view；
Figure 11：Combination beam connection schematic diagram.
Each in figure：1:Roof girder, 2:Roof beams, 3:Upper connection short column, 4:Combination column, 5:Lower connection short column, 6:
Ground crossbeam, 7:Ground girder, 8:Common joists, 9:Steel wire, 10:Warming plate, 11:Floor, 12:Roof covering metal plate, 13:Purlin
Bar, 14:Adpting flange, 15:Installing plate, 16:Wind up clod wash channel-section steel, and 17:Wind up square steel tube, and 18:Wind up reinforcement, and 19:Upper section
Point plate, 20:Clod wash C-type steel, 21:Reinforcement square tube, 22:Node interior lining panel, 23:Web connection riser, 24:High-strength bolt, 25:Section
The outer liner plate of point, 26:Lower flange C-shaped steel, 27:Lower edge reinforcement, 28:Lower node plate, 29:Lower edge square steel tube, 30:Finishing buckle,
31:Lower edge clod wash channel-section steel, 32:H profile steel, 33:Hole for hoist, 34:T-shaped connecting plate, 35:Connection square box, 36:Furred ceiling perforated sound-absorbing
Plate, 37:Outer side panel, 38:The extension of outer side panel.
Specific embodiment
Illustrate with reference to Fig. 1 to Figure 11 the utility model proposes a kind of Modular assembled building structure concrete knot
Structure and assembling process.
As shown in figure 1, each junior unit of Modular assembled building structure includes roof framework, ground framework and 4
Combination column (4), roof framework generally rectangle, 4 angles are respectively provided with 1 upper connection short column (3) being directed downward, roof framework
It is provided with roof girder (1), roof beams (2), purlin (13), roof covering metal plate (12), furred ceiling perforated sound-absorbing plate (36), lifting
Hole (33), roof beams (2) also serve as gutter, and ground framework is also rectangle, and it is short that 4 angles are respectively provided with the lower connection upward of 1 direction
Post (5), the lower surface of ground framework is placed on smooth cement flooring, and ground framework is provided with ground girder (7), ground crossbeam
(6), common joists (8), steel wire (9), warming plate (10), floor (11).
As shown in Fig. 2 the upper end of each combination column (4), lower end respectively with the upper connection short column (3) of roof framework,
The lower connection short column (5) of surface frame frame is flexibly connected with adpting flange (14), high-strength bolt (24), is provided with rain in combination column (4)
Fall pipe.After combination, the height of each unit is fully able to reach more than 7 meters.
Ground framework is integrally placed on ground, does not therefore need to build ground, and only needing smooth concrete floor can meet will
Ask.
As shown in figure 5, being a big unit after each two junior unit transverse combination, in each big unit, two little
Adjacent combination column between unit is all cancelled, and is only located at four after that is, above-mentioned two junior unit transverse set synthesizes a big unit
4 combination columns (4) in week.The usable floor area of 1 big unit is 2 times of 1 junior unit.
As shown in fig. 7, after 2 big unit longitudinal combinations, its usable floor area is 4 times of 1 junior unit, and no group therebetween
Close column；
As shown in figure 8, after 2 big units laterally assemble, its usable floor area is also 4 times of 1 junior unit, and therebetween
No combine column；
Fig. 7, Fig. 8 compare although usable floor area is the same, but place shape is different, and the place of Fig. 7 is long and narrow, the Slag of Fig. 8
This is square, and the use demand that the two is met by is different.If the specification of 1 junior unit is：Long 18 meters of * are wide 3 meters, then 1
The specification of big unit is：Long 18 meters of * are wide 6 meters.The specification of Fig. 7 is：Long 36 meters of * are wide 6 meters, and the specification of Fig. 8 is：Long 18 meters of * are wide by 12
Rice.By that analogy, the specification that multiple big units can also combine has：Wide 18 meters, the long 24 meters of * of wide 6 meters, the long 18 meters of * of long 54* are wide by 18
The wide 18 meters of equidimensions of wide 18 meters, the long 42 meters of * of wide 18 meters, the long 36 meters of * of rice, long 30 meters of *, in the use space corresponding to above specification
All no combine column.
Concrete structure, connector and connected mode：
As shown in figure 3, ground girder (7), ground crossbeam (6) are mainly made by H profile steel, ground girder (7) with ground
Pass through connection square box (35) between base crossbeam (6) to be welded and fixed, connect two orthogonal outer side panels of square box (35)
(37) size is more than and connects square box, and two outer side panels (37) are angle steel shape, and the outside of lower connection short column (5) is connection side
The extension (38) of two outer side panels (37) of box.Phase between two junior units, big unit or junior unit and big unit
When connecting, with high-strength bolt (24), the outer side panel (37) connecting square box is connected with each other between ground crossbeam (6).
As shown in Figure 9, Figure 10, roof girder (1) is mainly by clod wash C-type steel (20), reinforcement square tube (21), node interior lining panel
(22), the outer liner plate (25) of node, lower flange C-shaped steel (26) are made, node interior lining panel (22) therein, the outer liner plate of node
(25), at each node of two sides being discontinuously arranged on clod wash C-type steel (20), roof beams (2) are mainly by clod wash c-type
Steel (20), reinforcement square tube (21) are made, and 4 angles of roof framework and the outside of upper connection short column (3) are provided with shared angle
The installing plate (15) of steel shape.As shown in Fig. 6, Fig. 4, between two junior units, big unit or junior unit and big unit mutually
During connection, all by the installing plate (15) of T-shaped connecting plate (34), high-strength bolt (24) and roof framework between roof beams (2)
Connect, be all attached using combination beam connection between two neighboring roof girder (1) simultaneously.
As shown in figure 11, combination beam connection between the crack that two adjacent roof girders are formed and thereon,
Bottom, mainly by the clod wash channel-section steel (16) that winds up, the square steel tube that winds up (17), the reinforcement that winds up (18), upper gusset plate (19), web even
Connect riser (23), high-strength bolt (24), lower edge square steel tube (29), lower node plate (28), lower edge reinforcement (27), lower edge cold bending tank
Steel (31) and finishing buckle (30) composition, both ends also comprise above-mentioned T-shaped connecting plate (34), the clod wash channel-section steel that winds up therein
(16), wind up square steel tube (17), lower edge square steel tube (29), lower edge clod wash channel-section steel (31), finishing buckle (30) all with roof girder
(1) same to length, as elongated, and upper gusset plate (19), the reinforcement that winds up (18), web connect riser (23), lower edge is strengthened
Muscle (27), lower node plate (28) are each along corresponding each section being arranged on whole combination beam in Directional discontinuity ground of roof girder (1)
At point, and connected respectively by high-strength bolt (24), thus forming the main body frame of building structure.
As shown in fig. 6, the clod wash channel-section steel (16) that winds up installed above adjacent floor girder (1), also serve as waterproof buckle closure and use.
Wallboard, door and window are flexibly connected with the main body frame of building structure.
Claims (2)
1. a kind of Modular assembled building structure, is combined by several junior units or big unit, it is characterized in that：Described every
Individual junior unit includes roof framework, ground framework and 4 combination columns, wherein, roof framework generally rectangle, which is provided with room
Top girder, roof beams, purlin, described roof girder is mainly by clod wash C-type steel, reinforcement square tube, node interior lining panel, node outer lining
Plate, lower flange C-shaped steel are made, and the outer liner plate of node interior lining panel therein, node is discontinuously arranged on two of clod wash C-type steel
At each node of side, roof beams are mainly made by clod wash C-type steel, reinforcement square tube, and 4 angles of roof framework respectively set
There is 1 upper connection short column being directed downward, the outside of the 4 of roof framework angle and upper connection short column is provided with shared angle steel simultaneously
The installing plate of shape, ground framework is also rectangle, which is provided with ground girder, ground crossbeam, common joists, described ground master
Beam, ground crossbeam are mainly made by H profile steel, are welded and fixed by being connected square box, institute between ground girder and ground crossbeam
State connection square box and be respectively positioned at four angles of ground framework, that is, respectively there is a connection square box at each angle of ground framework, two
The size of orthogonal outer side panel is more than and connects square box, and two outer side panels are angle steel shape, and 4 angles of ground framework are each
It is provided with 1 direction lower connection short column upward, the outside of lower connection short column is the extension of two outer side panels connecting square box
Point, the lower surface of ground framework is placed on smooth ground, and the upper end of each combination column, lower end are upper with roof framework respectively
Connect short column, the lower connection short column of ground framework passes through adpting flange, high-strength bolt connects, after each two junior unit transverse combination
It is a big unit, in each big unit, between two junior units, adjacent combination column is all cancelled, and that is, above-mentioned two is little
Unit transverse is only located at 4 combination columns of surrounding, the now roof beams of two junior units after being combined into a big unit
Between be all connected with the installing plate of roof framework by T-shaped connecting plate, high-strength bolt, between ground crossbeam then with high-strength bolt will
The outer side panel connecting square box is connected with each other, transverse set between junior unit, between big unit or between junior unit and big unit
During conjunction, all it is attached using combination beam connection between all adjacent roof girders, described combination beam connection is located at phase
Between the crack that two adjacent roof girders are formed and its upper and lower part, mainly by the clod wash channel-section steel that winds up, the square steel tube that winds up, on
String reinforcement, upper gusset plate, web connection riser, high-strength bolt, lower edge square steel tube, lower node plate, lower edge reinforcement, lower edge are cold
Curved groove steel and finishing buckle composition, both ends also comprise above-mentioned T-shaped connecting plate, the clod wash channel-section steel that winds up therein, the square steel tube that winds up,
Lower edge square steel tube, lower edge clod wash channel-section steel, the finishing buckle same length all with roof girder, as elongated, and upper gusset plate, wind up
Reinforcement, web connect riser, lower edge reinforcement, lower node plate each along roof girder Directional discontinuity correspondence be arranged on whole
At each node of combination beam, and connected respectively by high-strength bolt, thus forming the main body frame of building structure.
2. Modular assembled building structure according to claim 1 it is characterised in that：It is provided with rain in combination column to fall
Pipe, roof framework is additionally provided with roof covering metal plate, furred ceiling perforated sound-absorbing plate, hole for hoist, ground framework is additionally provided with steel wire, guarantor
Warm plate, floor, wallboard, door and window are connected with the main body frame of whole building structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620914173.9U CN205935217U (en) | 2016-08-22 | 2016-08-22 | Modular assembly formula building structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620914173.9U CN205935217U (en) | 2016-08-22 | 2016-08-22 | Modular assembly formula building structure |
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| Publication Number | Publication Date |
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| CN205935217U true CN205935217U (en) | 2017-02-08 |
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ID=57947593
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| Application Number | Title | Priority Date | Filing Date |
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| CN201620914173.9U Withdrawn - After Issue CN205935217U (en) | 2016-08-22 | 2016-08-22 | Modular assembly formula building structure |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106193311A (en) * | 2016-08-22 | 2016-12-07 | 王 | Modular assembled building structure |
| CN107447935A (en) * | 2017-08-02 | 2017-12-08 | 天津大学 | A kind of modularization intelligent heat-insulation and heat-preservation roof |
| CN108517966A (en) * | 2018-03-27 | 2018-09-11 | 南京汤泉建设集团有限公司 | One kind assembling detachable building structure and construction technique entirely |
| WO2019153270A1 (en) * | 2018-02-07 | 2019-08-15 | 缤果可为（北京）科技有限公司 | Unattended convenience store assembled in a modular manner and assembly method therefor |
| CN111133159A (en) * | 2017-08-18 | 2020-05-08 | 可耐福石膏两合公司 | Frame, basic frame, module, profile, structural element group for modular construction and modular building |
| CN112854823A (en) * | 2021-02-05 | 2021-05-28 | 安徽森泰木塑集团股份有限公司 | Self-building house |
-
2016
- 2016-08-22 CN CN201620914173.9U patent/CN205935217U/en not_active Withdrawn - After Issue
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106193311A (en) * | 2016-08-22 | 2016-12-07 | 王 | Modular assembled building structure |
| CN106193311B (en) * | 2016-08-22 | 2018-07-06 | 王一 | Modular assembled building structure |
| CN107447935A (en) * | 2017-08-02 | 2017-12-08 | 天津大学 | A kind of modularization intelligent heat-insulation and heat-preservation roof |
| CN111133159A (en) * | 2017-08-18 | 2020-05-08 | 可耐福石膏两合公司 | Frame, basic frame, module, profile, structural element group for modular construction and modular building |
| WO2019153270A1 (en) * | 2018-02-07 | 2019-08-15 | 缤果可为（北京）科技有限公司 | Unattended convenience store assembled in a modular manner and assembly method therefor |
| CN108517966A (en) * | 2018-03-27 | 2018-09-11 | 南京汤泉建设集团有限公司 | One kind assembling detachable building structure and construction technique entirely |
| CN112854823A (en) * | 2021-02-05 | 2021-05-28 | 安徽森泰木塑集团股份有限公司 | Self-building house |
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Legal Events
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20170208 Effective date of abandoning: 20180706 |