CN107100265A - A kind of prefabricated house construction structure and its construction method - Google Patents

A kind of prefabricated house construction structure and its construction method Download PDF

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Publication number
CN107100265A
CN107100265A CN201710467580.9A CN201710467580A CN107100265A CN 107100265 A CN107100265 A CN 107100265A CN 201710467580 A CN201710467580 A CN 201710467580A CN 107100265 A CN107100265 A CN 107100265A
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CN
China
Prior art keywords
liang
time
sill
neck
entablature
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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
CN201710467580.9A
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Chinese (zh)
Inventor
潘小忠
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Positive Construction Co Ltd In Wenzhou One
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Positive Construction Co Ltd In Wenzhou One
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Filing date
Publication date
Application filed by Positive Construction Co Ltd In Wenzhou One filed Critical Positive Construction Co Ltd In Wenzhou One
Priority to CN201710467580.9A priority Critical patent/CN107100265A/en
Publication of CN107100265A publication Critical patent/CN107100265A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/58Connections for building structures in general of bar-shaped building elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work

Abstract

The invention discloses a kind of prefabricated house construction structure, including first time Ji Liang and second time Ji Liang, first sill and the second sill two ends relative inner are provided with the first sill and the second sill, load-bearing pillar is provided with the fitting recess, on first time Ji Liang Ji Liang on first is provided with above load-bearing pillar, on second time Ji Liang Ji Liang on second is provided with above load-bearing pillar, base beam relative inner is provided with entablature on Ji Liang and second on described first, column is installed with the middle part of the entablature upper surface, the column on entablature with being installed with fixed plate, base Liangping row is installed with back timber on Ji Liang and second on the column upper end and first, main building component can factorial praluction in the present invention, the detachable of building is reused, reduce labor intensity, improve rate of progress of the construction, reduce cost.

Description

A kind of prefabricated house construction structure and its construction method
Technical field
The present invention relates to building structure technology field, specially a kind of prefabricated house construction structure and its construction party Method.
Background technology
The construction technology of current domestic construction is substantially that basis, beam, post, floor plates and roof boarding etc. are applied in building Work scene carries out concreting, and wall is filled based on the traditional type such as clay brick and all kinds of building blocks.Complicated construction technique, labor Fatigue resistance is big, the engineering time is long, and environmental pollution destruction and waste of material are serious, and these shortcomings are all brick mix structure, concrete frame The drawbacks of frame structure, concrete shear wall structure itself can not overcome.In building construction process, not only constructional difficulties, comprehensive Cost is also higher;What secondly other assembling structures building such as PC component nodes were connected with, which also need, live local pours and steel member has Also want Site Welding, these can not all reach dismountable degree, and one or more in the function such as life-span, energy-conservation does not reach It is required that.
The content of the invention
It is above-mentioned to solve it is an object of the invention to provide a kind of prefabricated house construction structure and its construction method The problem of being proposed in background technology.
To achieve the above object, the present invention provides following technical scheme:A kind of prefabricated house construction structure, including First time Ji Liang and second time Ji Liang, first time Ji Liang and second time Ji Liang upper surface two ends are provided with the first neck, First sill and the second sill two ends relative inner are provided with the first sill and the second sill, described first Crossbeam and the second sill two ends are provided with the first dop, first time Ji Liang, second time Ji Liang and the first sill, second Crossbeam clamping, first time Ji Liang and second time Ji Liang upper surface are provided with assembling in the first neck relative inner described in two groups Groove, parallel be arranged side by side above two groups, the fitting recess of the fitting recess is provided with load-bearing pillar, and the load-bearing column bottom is fixed It is welded with connecting plate, the connecting plate and is provided with screwed hole, first is provided with above the load-bearing pillar on first time Ji Liang Base on Ji Liang and second is provided with Ji Liang on second, described first above load-bearing pillar on upper Ji Liang, second time Ji Liang Beam upper surface two ends are provided with the second neck, and second neck and the first neck are Ji Liang on T-shaped neck, described first With second on base beam relative inner entablature is installed, the entablature is provided at both ends with the second dop, second dop with First dop is T-shaped dop, column is fixedly welded with the middle part of the entablature upper surface, the column on entablature with fixing It is provided with fixed plate, the column upper end and first that base Liangping row is installed with back timber on Ji Liang and second.
It is preferred that, the first dop and first time Ji Liang that first sill and the second sill two ends are fixedly mounted and The first neck on the upper surface of second time Ji Liang two ends is adapted, and the first dop is arranged in the first neck, makes the by screw One sill and the second sill are fixedly connected with first time Ji Liang and second time Ji Liang.
It is preferred that, Ji Liang lower surfaces are provided with fitting recess on Ji Liang and second on described first, and load-bearing pillar upper end is fixed Plate is fixedly connected by nut with Ji Liang on Ji Liang on first, second.
It is preferred that, on second dop and first at the entablature two ends on Ji Liang and second Ji Liang two ends upper surface Two draw-in groove is adapted, and the second dop is arranged in the second neck, makes on entablature and first base on Ji Liang and second by screw Beam is fixedly connected.
It is preferred that, the fixed plate is symmetrically mounted on column both sides, and dead plate upper end is fixedly connected with column upper end, fixed Plate lower end is fixedly connected with entablature two ends, structure triangular in shape between the fixed plate, column and entablature.
In addition present invention also offers a kind of construction method of prefabricated house construction structure, comprise the following steps:
S1, the lower Ji Liang of installation and sill:The first card being fixedly mounted by the first sill and the second sill two ends Head is adapted with the first neck on first time Ji Liang and second time Ji Liang two ends upper surface, the first dop is arranged on the first card In groove, the first sill and the second sill is set to be fixedly connected with first time Ji Liang and second time Ji Liang by screw;
S2, installation load-bearing pillar:By by load-bearing pillar bottom fix welding connecting plate be arranged on first time Ji Liang with Above the fitting recess of second time Ji Liang upper surface, fixed by screw, consolidate load-bearing pillar and first time Ji Liang and second time Ji Liang Fixed connection;
S3, install Ji Liang:Ji Liang lower surfaces are provided with fitting recess on Ji Liang and second on described first, by that will hold The connecting plate that welding is fixed in weight post upper end is arranged on described first on Ji Liang and second above the fitting recess of Ji Liang upper surfaces, is led to Cross screw to fix, load-bearing pillar is fixedly connected with Ji Liang on Ji Liang on first and second;
S4, installation entablature, column and fixed plate:Ji Liang and second on second dop and first at the entablature two ends Second neck of upper Ji Liang two ends upper surface is adapted, the second dop be arranged on the second neck in, by screw make entablature with Ji Liang is fixedly connected on Ji Liang and second on first, and the fixed plate is symmetrically mounted on column both sides, dead plate upper end and column Upper end is fixedly connected, and fixed plate lower end is fixedly connected with entablature two ends, triangular in shape between the fixed plate, column and entablature Structure;
S5, installation back timber:Base Liangping row is fixedly mounted on column upper end on Ji Liang and second on the back timber and first.
Compared with prior art, the beneficial effects of the invention are as follows:The design that the present invention passes through dop and neck, it is possible to increase The efficiency of assembling of building structure;Main building component can factorial praluction, the detachable profit again of building in the present invention With reduction labor intensity improves rate of progress of the construction, reduces cost.
Brief description of the drawings
Fig. 1 is overall structure diagram of the present invention;
Fig. 2 is second time base girder construction schematic diagram of the invention;
Fig. 3 is load-bearing pillar and fixed plate structure schematic diagram of the invention;
Fig. 4 is the first dop structural representation of the invention.
In figure:1 second dop, Ji Liang, 3 second necks, 4 back timbers, 5 columns, 6 fixed plates, 7 entablatures, 8 are held on 2 first Weight post, 9 first dops, 10 first sills, 11 first time Ji Liang, 12 first necks, 13 fitting recess, 14 second time Ji Liang, 15 Second sill, Ji Liang, 17 connecting plates on 16 second.
Embodiment
Below in conjunction with the brief description of the drawings in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear Chu, it is fully described by, it is clear that described embodiment is only a part of embodiment of the invention, rather than whole embodiments. Based on the embodiment in the present invention, it is all that those of ordinary skill in the art are obtained under the premise of creative work is not made Other embodiment, belongs to the scope of protection of the invention.
Embodiment
Fig. 1-4 are referred to, the present invention provides a kind of technical scheme:A kind of prefabricated house construction structure, including the Once base beam 11 and second time base beam 14, first time base beam 11 and second time upper surface two ends of base beam 14 are provided with first Neck 12, the two ends relative inner of 10 and second sill of the first sill 15 is provided with the first sill 10 and second Crossbeam 15, the two ends of 10 and second sill of the first sill 15 are provided with the first dop 9, first time base beam 11, second Lower base beam 14 and the first sill 10, the clamping of the second sill 15, first time base beam 11 and second time upper surface of base beam 14 are two The described relative inner of the first neck 12 of group is provided with fitting recess 13, and the fitting recess 13 is parallel to be arranged side by side two groups, described The top of fitting recess 13 is provided with load-bearing pillar 8, and the bottom of load-bearing pillar 8 is fixedly welded with connecting plate 17, the connecting plate 17 and set The top of load-bearing pillar 8 being equipped with screwed hole, first time base beam 11 is provided with base beam 2 on first, second time base beam 14 On the top of load-bearing pillar 8 be provided with base beam 16 on second, described first the upper surface two ends of base beam 16 on base beam 2 and second and be all provided with It is equipped with the second neck 3, the neck 3 of the second neck 12 and first is base on base beam 2 and second on T-shaped neck, described first The relative inner of beam 16 is provided with entablature 7, and the entablature 7 is provided at both ends with the second dop 1, second dop 9 and first Dop 1 is T-shaped dop, is fixedly welded with the middle part of the upper surface of entablature 7 solid on column 5, the column 5 and entablature 7 Dingan County is equipped with fixed plate 6, the upper end of column 5 with base beam 16 is parallel on base beam on first 2 and second is installed with back timber 4, The first dop 9 and first time base beam 11 and second time base that the two ends of first sill, 10 and second sill 15 are fixedly mounted The first neck 12 on the two ends upper surface of beam 14 is adapted, and the first dop 9 is arranged in the first neck 12, makes first by screw The sill 15 of sill 10 and second is fixedly connected with first time base beam 11 and second time base beam 14, the He of base beam 2 on described first The lower surface of base beam 16 is provided with fitting recess 13 on second, and the upper end fixed plate 6 of load-bearing pillar 8 passes through base beam 2, on nut and first Base beam 16 is fixedly connected on two, 16 liang of base beam on base beam 2 and second on second dop 1 and first at the two ends of entablature 7 Second neck 3 of end upper surface is adapted, and the second dop 1 is arranged in the second neck 3, makes entablature 7 and first by screw Upper base beam 2 is fixedly connected with base beam 16 on second, and the fixed plate 6 is symmetrically mounted on the both sides of column 5, and the upper end of fixed plate 6 is with standing The upper end of post 5 is fixedly connected, and the lower end of fixed plate 6 is fixedly connected with the two ends of entablature 7, between the fixed plate 6, column 5 and entablature 7 Structure triangular in shape.
Present invention also offers a kind of construction method of prefabricated house construction structure, comprise the following steps:
S1, the lower Ji Liang of installation and sill:The be fixedly mounted by the first sill 10 and the two ends of the second sill 15 One dop 9 is adapted with the first neck 12 on first time base beam 11 and second time two ends upper surface of base beam 14, makes the first dop 9 In the first neck 12, made by screw under the first sill 10 and the second sill 15 and first time base beam 11 and second Base beam 14 is fixedly connected;
S2, installation load-bearing pillar:First time Ji Liang is arranged on by the connecting plate 17 that the bottom of load-bearing pillar 8 is fixed to welding 11 and the top of fitting recess 13 of second time upper surface of base beam 14, fixed by screw, make load-bearing pillar 8 and first time base beam 11 and the Two times base beam 14 is fixedly connected;
S3, install Ji Liang:The lower surface of base beam 16 is provided with fitting recess 13 on base beam 2 and second on described first, leads to Cross the connecting plate 17 that welding is fixed into the upper end of load-bearing pillar 8 and be arranged on described first the upper surface of base beam 16 on base beam 2 and second The top of fitting recess 13, is fixed by screw, load-bearing pillar 8 is fixedly connected with base beam 16 on base beam on first 2 and second;
S4, installation entablature, column and fixed plate:On second dop 1 and first at the two ends of entablature 7 base beam 2 and Second neck 3 of the two ends upper surface of base beam 16 is adapted on second, and the second dop 1 is arranged in the second neck 3, is made by screw Entablature 7 is fixedly connected with base beam 16 on base beam on first 2 and second, and the fixed plate 6 is symmetrically mounted on the both sides of column 5, Gu The upper end of fixed board 6 is fixedly connected with the upper end of column 5, and the lower end of fixed plate 6 is fixedly connected with the two ends of entablature 7, the fixed plate 6, vertical Structure triangular in shape between post 5 and entablature 7;
S5, installation back timber:The back timber 4 with base beam 16 is parallel on base beam on first 2 and second is fixedly mounted on column 5 End.
Although an embodiment of the present invention has been shown and described, for the ordinary skill in the art, can be with A variety of changes, modification can be carried out to these embodiments, replace without departing from the principles and spirit of the present invention by understanding And modification, the scope of the present invention is defined by the appended.

Claims (6)

1. a kind of prefabricated house construction structure, including first time Ji Liang(11)With second time Ji Liang(14), its feature exists In:First time Ji Liang(11)With second time Ji Liang(14)Upper surface two ends are provided with the first neck(12), described first Sill(10)With the second sill(15)Two ends relative inner is provided with the first sill(10)With the second sill(15), institute State the first sill(10)With the second sill(15)Two ends are provided with the first dop(9), first time Ji Liang(11), under second Ji Liang(14)With the first sill(10), the second sill(15)Clamping, first time Ji Liang(11)With second time Ji Liang(14)On End face is in the first neck described in two groups(12)Relative inner is provided with fitting recess(13), the fitting recess(13)It is parallel to set side by side It is equipped with two groups, the fitting recess(13)Top is provided with load-bearing pillar(8), the load-bearing pillar(8)Bottom is fixedly welded with connecting plate (17), the connecting plate(17)On be provided with screwed hole, first time Ji Liang(11)On load-bearing pillar(8)Top is provided with Ji Liang on one(2), second time Ji Liang(14)On load-bearing pillar(8)Top is provided with Ji Liang on second(16), described first Upper Ji Liang(2)With second on Ji Liang(16)Upper surface two ends are provided with the second neck(3), second neck(12)With first Neck(3)It is Ji Liang on T-shaped neck, described first(2)With second on Ji Liang(16)Relative inner is provided with entablature(7), The entablature(7)It is provided at both ends with the second dop(1), second dop(9)With the first dop(1)It is T-shaped dop, institute State entablature(7)Column is fixedly welded with the middle part of upper surface(5), the column(5)With entablature(7)On be installed with fixation Plate(6), the column(5)Ji Liang on upper end and first(2)With second on Ji Liang(16)It is parallel to be installed with back timber(4).
2. a kind of prefabricated house construction structure according to claim 1, it is characterised in that:First sill (10)With the second sill(15)The first dop that two ends are fixedly mounted(9)With first time Ji Liang(11)With second time Ji Liang(14) The first neck on the upper surface of two ends(12)It is adapted, the first dop(9)Installed in the first neck(12)It is interior, make by screw One sill(10)With the second sill(15)With first time Ji Liang(11)With second time Ji Liang(14)It is fixedly connected.
3. a kind of prefabricated house construction structure according to claim 1, it is characterised in that:Ji Liang on described first (2)With second on Ji Liang(16)Lower surface is provided with fitting recess(13), load-bearing pillar(8)Upper end fixed plate(6)By nut with Ji Liang on first(2), Ji Liang on second(16)It is fixedly connected.
4. a kind of prefabricated house construction structure according to claim 1, it is characterised in that:The entablature(7) Second dop at two ends(1)With Ji Liang on first(2)With second on Ji Liang(16)Second neck of two ends upper surface(3)Xiang Shi Match somebody with somebody, the second dop(1)Installed in the second neck(3)It is interior, entablature is made by screw(7)With Ji Liang on first(2)On second Ji Liang(16)It is fixedly connected.
5. a kind of prefabricated house construction structure according to claim 1, it is characterised in that:The fixed plate(6) It is symmetrically mounted on column(5)Both sides, fixed plate(6)Upper end and column(5)Upper end is fixedly connected, fixed plate(6)Lower end and upper horizontal stroke Beam(7)Two ends are fixedly connected, the fixed plate(6), column(5)And entablature(7)Between structure triangular in shape.
6. a kind of construction method of the prefabricated house construction structure described in claim 1-5, it is characterised in that:Including with Lower step:
S1, the lower Ji Liang of installation and sill:Pass through the first sill(10)With the second sill(15)Two ends be fixedly mounted the One dop(9)With first time Ji Liang(11)With second time Ji Liang(14)The first neck on the upper surface of two ends(12)It is adapted, makes First dop(9)Installed in the first neck(12)It is interior, the first sill is made by screw(10)With the second sill(15)With Once Ji Liang(11)With second time Ji Liang(14)It is fixedly connected;
S2, installation load-bearing pillar:By by load-bearing pillar(8)The connecting plate of welding is fixed in bottom(17)Installed in first time Ji Liang (11)With second time Ji Liang(14)The fitting recess of upper surface(13)Top, is fixed by screw, makes load-bearing pillar(8)With first time base Beam(11)With second time Ji Liang(14)It is fixedly connected;
S3, install Ji Liang:Ji Liang on described first(2)With second on Ji Liang(16)Lower surface is provided with fitting recess(13), By by load-bearing pillar(8)The connecting plate of welding is fixed in upper end(17)The Ji Liang on described first(2)With second on Ji Liang (16)The fitting recess of upper surface(13)Top, is fixed by screw, makes load-bearing pillar(8)With Ji Liang on first(2)With second on base Beam(16)It is fixedly connected;
S4, installation entablature, column and fixed plate:The entablature(7)Second dop at two ends(1)With Ji Liang on first(2) With second on Ji Liang(16)Second neck of two ends upper surface(3)It is adapted, the second dop(1)Installed in the second neck(3)It is interior, Entablature is made by screw(7)With Ji Liang on first(2)With second on Ji Liang(16)It is fixedly connected, the fixed plate(6)Symmetrically Installed in column(5)Both sides, fixed plate(6)Upper end and column(5)Upper end is fixedly connected, fixed plate(6)Lower end and entablature(7) Two ends are fixedly connected, the fixed plate(6), column(5)And entablature(7)Between structure triangular in shape;
S5, installation back timber:The back timber(4)With Ji Liang on first(2)With second on Ji Liang(16)It is parallel to be fixedly mounted on column (5)Upper end.
CN201710467580.9A 2017-06-20 2017-06-20 A kind of prefabricated house construction structure and its construction method Pending CN107100265A (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107401223A (en) * 2017-09-25 2017-11-28 浙江昱美创新建筑科技有限公司 A kind of attachment structure for steel structural upright column and crossbeam
CN112647736A (en) * 2020-12-11 2021-04-13 中国核工业第二二建设有限公司 Winter-period construction discharging point assembled heat preservation shed and assembling method thereof
CN112663997A (en) * 2020-12-29 2021-04-16 呼伦贝尔学院 Energy-saving assembled grassland box wagon structure for fire abandoning and overwintering cleaning in high-latitude and high-cold areas and assembling method thereof
CN113216389A (en) * 2021-04-14 2021-08-06 银广厦集团有限公司 Assembly type steel structure integrated green building and installation process thereof

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CN204898875U (en) * 2015-08-28 2015-12-23 舒樟华 Novel simple and easy board house convenient to dismantle equipment
CN205617557U (en) * 2016-04-21 2016-10-05 四川启程得瑞绿色建材有限公司 Inorganic composite Biological matter material prefabricated building
CN206128287U (en) * 2016-09-30 2017-04-26 厦门源利达环保科技股份有限公司 Assembled wing -room

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Publication number Priority date Publication date Assignee Title
GB2367838B (en) * 2000-08-31 2003-11-26 David Francis Clark Shelter system
CN101440635A (en) * 2008-10-31 2009-05-27 官木喜 One layer combined type light steel structure house and installation method thereof
CN201730385U (en) * 2010-06-25 2011-02-02 秦皇岛市傲森尔装具服装有限公司 Integral foldable tent frame
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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107401223A (en) * 2017-09-25 2017-11-28 浙江昱美创新建筑科技有限公司 A kind of attachment structure for steel structural upright column and crossbeam
CN112647736A (en) * 2020-12-11 2021-04-13 中国核工业第二二建设有限公司 Winter-period construction discharging point assembled heat preservation shed and assembling method thereof
CN112663997A (en) * 2020-12-29 2021-04-16 呼伦贝尔学院 Energy-saving assembled grassland box wagon structure for fire abandoning and overwintering cleaning in high-latitude and high-cold areas and assembling method thereof
CN113216389A (en) * 2021-04-14 2021-08-06 银广厦集团有限公司 Assembly type steel structure integrated green building and installation process thereof

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Application publication date: 20170829