CN104358315A - Assembled house and mounting method thereof - Google Patents
Assembled house and mounting method thereof Download PDFInfo
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- CN104358315A CN104358315A CN201410582393.1A CN201410582393A CN104358315A CN 104358315 A CN104358315 A CN 104358315A CN 201410582393 A CN201410582393 A CN 201410582393A CN 104358315 A CN104358315 A CN 104358315A
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Abstract
The invention relates to an assembled house which comprises outer wall boards, inner wall boards, steel structure frame columns, steel structure frame beams and floor slabs, wherein each outer wall board comprises an outside board and an inside board; the outside boards and connecting corners are connected with the flanges of the steel structure frame columns through connecting bolts or are connected with section steel brackets through connecting bolts, and the inside boards are connected with the steel structure frame columns through steel boards; the steel structure frame beams are mounted on the steel structure frame columns through connecting boards; each floor slab comprises a prefabricated floor slab section steel frame, a floor steel bearing board and a welding steel wire net; a bolt connecting board is arranged at the bottom of each prefabricated floor slab section steel frame; connecting brackets are welded on the inner wall boards, and bolt holes are formed in the connecting brackets. According to the assembled house, the environmental pollution in a construction site can be alleviated, the construction period can be shortened, the building material consumption can be reduced, and construction workers can be saved; meanwhile, a powerful guarantee is provided for construction engineering of environment-friendly, low-carbon, energy-saving and anti-seismic houses.
Description
Technical field
The present invention relates to building field, particularly relate to a kind of prefabricated building and mounting method thereof.
Background technology
Prefabricated dwelling house builds house by the industrialized mode of production, is be prefabricated in the factory by the part or all of component of house, is then transported to job site, assembled by component and the house built up by reliable connected mode.Such house by building construction batch production, can substantially reduce the building construction cycle, and can reduce construction cost, also can play a role for suppression room rate.
Now, the use of prefabricated building gets more and more, but, the mounting means of existing prefabricated building is more single, installation process is comparatively complicated, how to found a kind of structure simple, easy for installation, the low new prefabricated building of duration, cost and mounting method thereof can be saved, belong to one of current important research and development problem in fact.
Summary of the invention
The technical problem to be solved in the present invention is to provide a kind of prefabricated building and mounting method thereof, make its structure simple, easy for installation, can the duration be saved, cost is low, thus overcome that existing prefabricated building structure is single, installation process is complicated, increase the deficiency of cost of labor.
For solving the problem, the invention provides a kind of prefabricated building, side fascia, inner wall panel, steel structure frame post, steel framework beam, floor, described side fascia comprises outer panel and interior plate, described steel structure frame post and steel framework beam are H profile steel, be welded with shape steel bracket in the groove of H profile steel, outer panel is connected or is connected with shape steel bracket by connecting bolt by connecting bolt with the edge of a wing of H profile steel with connecting corner, and interior plate is connected with steel structure frame post by steel plate; Described steel framework beam is arranged on steel structure frame post by junction plate, and described junction plate is welded on steel structure frame post; Described floor comprises precast floor slab shaped steel frame, floor steel bearing plate and welded wire fabric, and described precast floor slab section steel edge frame bottom is provided with bolt plate, is bolted between floor and floor, between floor and steel framework beam; Described inner wall panel is welded with connection bracket, and connection bracket is provided with bolt hole.
Further, described steel structure frame post is made up of multistage H profile steel, and every section of H profile steel two ends are all welded with steel plate connector, is bolted between every two steel plate connectors, described steel plate connector is also welded with girth member, and described girth member is welded on the inner side of H profile steel.
Glass fiber connector is equipped with between described outer panel and shape steel bracket, between connecting corner and shape steel bracket, polyethylene rod is provided with between side fascia and connecting corner, scribble closed glue outside the gap of outer panel and connecting corner junction, described Plate Welding is on steel structure frame post.
Described glass fiber connector and be provided with backing plate between side fascia and connecting corner.
Described steel structure frame post and steel framework beam surface are coated with zinc.
The present invention also provides the mounting method of above-mentioned prefabricated building, comprises the following steps A. and carries out patten construction, and pre-buried good stone bolt, is arranged on steel structure frame post by number on patten, uses bolt reinforcement by connection; B. junction plate and shape steel bracket are welded on steel structure frame post; C. the steel framework beam of tailoring hoisted in position by number, be connected with steel structure frame post with bolt by junction plate; D. general, outer panel, interior plate by number, position lifting after be connected with respectively by connection bracket, shape steel bracket; E. lifted floor, then fixing truss has been installed; F. roof panel is installed, and is fixedly connected with truss; G. last, installed surface watt.
After adopting such design, the present invention at least has the following advantages:
The section steel beam of prefabricated building, post are applicable to modern architecture field, are applied to Modern Steel Structure prefabricated building system more and use.Section steel beam, the post of prefabricated building are produced in factory process, job site combination is installed.Reduce job site environment pollution, shorten the construction period, reduce constructional materials consumption, save constructor's consumption, do wet construction method for job site to lay the foundation, simultaneously provide sound assurance in order to ensure green, low-carbon (LC), environmental protection, energy-conservation, Anti-seismic building engineering.
Body of wall is sturdy and durable, good heat preservation performance, and quality is light, energy-conserving and environment-protective, and be applicable to various building construction, applicability is strong.
Accompanying drawing explanation
Above-mentioned is only the general introduction of technical solution of the present invention, and in order to better understand technological means of the present invention, below in conjunction with accompanying drawing and detailed description of the invention, the present invention is described in further detail.
Fig. 1 is the side fascia mounting structure schematic diagram of a kind of prefabricated building of the present invention.
Fig. 2 is that in Fig. 1, A goes out partial enlarged drawing.
Fig. 3 is the mounting structure schematic diagram of the interior plate of exterior wall of the present invention.
Fig. 4 is steel structure frame post of the present invention and steel framework beam annexation schematic diagram.
Fig. 5 is the annexation schematic diagram of steel structure frame post of the present invention.
Fig. 6 is floor slab structure schematic diagram of the present invention.
Fig. 7 is floor side mounting structure schematic diagram of the present invention.
Fig. 8 is inner wall panel structural representation of the present invention.
Fig. 9 is B place partial enlarged drawing in Fig. 8.
Detailed description of the invention
With reference to shown in Fig. 1-9, the invention provides a kind of prefabricated building, comprise side fascia, inner wall panel, steel structure frame post 3, steel framework beam 4, floor, described side fascia comprises outer panel 101 and interior plate 102, described steel structure frame post 3 is H profile steel with steel framework beam 4, shape steel bracket 104 is welded with in the groove of H profile steel, outer panel 101 is connected with the edge of a wing of H profile steel by connecting bolt with connecting corner 103 or is connected with shape steel bracket 104 by connecting bolt, and interior plate 102 is connected with steel structure frame post 3 by steel plate 108; Described steel framework beam 4 is arranged on steel structure frame post 3 by junction plate 5, and described junction plate 5 is welded on steel structure frame post 3; Described floor comprises precast floor slab shaped steel frame 81, floor steel bearing plate 84 and welded wire fabric 82, is provided with bolt plate 9, is bolted between floor and floor, between floor and steel framework beam 4 bottom described precast floor slab shaped steel frame 81; Described inner wall panel is welded with connection bracket 13, connection bracket 13 is provided with bolt hole.
Described steel structure frame post 3 is made up of multistage H profile steel, every section of H profile steel two ends are all welded with steel plate connector 6, be bolted between every two steel plate connectors 6, described steel plate connector 6 is also welded with girth member 7, described girth member 7 is welded on the inner side of H profile steel.
Preferably, between described outer panel 101 and shape steel bracket 104, between connecting corner 103 and shape steel bracket 104, be equipped with glass fiber connector 105, polyethylene rod is provided with between side fascia and connecting corner, scribble closed glue 107 outside outer panel 101 and the gap of connecting corner 103 junction, described steel plate 108 is welded on steel structure frame post 3.
Described glass fiber connector 105 and be equipped with backing plate 106 between side fascia and connecting corner.
Described inner wall panel comprises shaped steel frame 14, galvanized wire mesh 11 and connection bracket 13, and galvanized wire mesh is fixed on shaped steel frame 14, and connection bracket 13 is welded on shaped steel frame 14.
Described steel structure frame post 3 and steel framework beam 4 surface are coated with zinc.
Precast floor slab shaped steel frame 81 soldering group, when factory process is produced, first installs, guarantees floor physical dimension by described floor, plays fixed-hinged support and the effect of bearing floor load simultaneously.The floor steel bearing plate 84 that placement is tailored in advance in precast floor slab shaped steel frame 81 and welded wire fabric 82, make precast floor slab shaped steel frame, floor steel bearing plate, welded wire fabric assemble integral, then waters foam concrete 83, protection health.Precast foam concrete floor welds the bolt plate 9 of a determining deviation, specification, quantity below precast floor slab shaped steel frame when production and processing, a pre-buried determining deviation, specification, quantity reinforcing bar suspension ring 85 among foam concrete 83, reinforcing bar suspension ring 85 are welded on welded wire fabric 82.
Described inner wall panel adds man-hour; first inner wall panel shaped steel frame 14 is assembled rear welding well; to determine inner wall panel physical dimension; the welding galvanized steel wire netting 11 of tailoring in advance is anchored on inner wall panel shaped steel frame 14; galvanized steel wire netting 11, shaped steel frame 14 are welded and form one; reached and born impact resistance, the effect of opposing external loads, then water pearlstone foamed concrete 12, health is protected.On shaped steel frame 14, the connection bracket 13 of a determining deviation, specification, quantity is welded when production and processing.Utilize during installation and be welded on connection bracket 13 on prefabricated inner wall panel shaped steel frame by screw or bolt and steel framework beam 4 reinforcement by connection.
The present invention also provides the mounting method of above-mentioned prefabricated building, comprises the following steps:
A. carry out patten construction, pre-buried good stone bolt, is arranged on steel structure frame post 3 by number on patten, uses bolt reinforcement by connection;
B. junction plate 5 and shape steel bracket 104 are welded on steel structure frame post 3;
C. steel framework beam 4 hoisted in position by number of tailoring, be connected with steel structure frame post 3 with bolt by junction plate 5;
D. by inner wall panel, outer panel, interior plate by number, position lifting after be connected with respectively by connection bracket 13, shape steel bracket 104;
E. lifted floor, then fixing truss has been installed;
F. roof panel is installed, and is fixedly connected with truss.
G. last, installed surface watt.
After the installation of every floor plate, carry out indoor water supply, draining, heating, electrical equipment assembling, indoor decorating and erection of doors and windows.
The above; it is only preferred embodiment of the present invention; not do any pro forma restriction to the present invention, those skilled in the art utilize the technology contents of above-mentioned announcement to make a little simple modification, equivalent variations or modification, all drop in protection scope of the present invention.
Claims (6)
1. prefabricated building, it is characterized in that, comprise side fascia, inner wall panel, steel structure frame post (3), steel framework beam (4), floor, described side fascia comprises outer panel (101) and interior plate (102), described steel structure frame post (3) and steel framework beam (4) are H profile steel, shape steel bracket (104) is welded with in the groove of H profile steel, outer panel (101) is connected with the edge of a wing of H profile steel by connecting bolt with connecting corner (103) or is connected with shape steel bracket (104) by connecting bolt, interior plate (102) is connected with steel structure frame post (3) by steel plate (108), described steel framework beam (4) is arranged on steel structure frame post (3) by junction plate (5), and described junction plate (5) is welded on steel structure frame post (3), described floor comprises precast floor slab shaped steel frame (81), floor steel bearing plate (84) and welded wire fabric (82), described precast floor slab shaped steel frame (81) bottom is provided with bolt plate (9), is bolted between floor and floor, between floor and steel framework beam (4), described inner wall panel is welded with connection bracket (13), connection bracket (13) is provided with bolt hole.
2. prefabricated building according to claim 1, it is characterized in that, described steel structure frame post (3) is made up of multistage H profile steel, every section of H profile steel two ends are all welded with steel plate connector (6), be bolted between every two steel plate connectors (6), described steel plate connector (6) is also welded with girth member (7), and described girth member (7) is welded on the inner side of H profile steel.
3. prefabricated building according to claim 1, it is characterized in that, between described outer panel (101) and shape steel bracket (104), between connecting corner (103) and shape steel bracket (104), be equipped with glass fiber connector (105), polyethylene rod is provided with between outer panel (101) and connecting corner (103), scribble closed glue (107) outside outer panel (101) and the gap of connecting corner (103) junction, described steel plate (108) is welded on steel structure frame post (3).
4. prefabricated building according to claim 1, is characterized in that, described glass fiber connector (105) and be equipped with backing plate (106) between outer panel (101) and connecting corner (103).
5. prefabricated building according to claim 1, is characterized in that, described steel structure frame post (3) and steel framework beam (4) surface are coated with zinc.
6. a mounting method for prefabricated building according to claim 1, is characterized in that comprising the following steps:
A. carry out patten construction, pre-buried good stone bolt, is arranged on steel structure frame post (3) by number on patten, uses bolt reinforcement by connection;
B. junction plate (5) and shape steel bracket (104) are welded on steel structure frame post (3);
C. the steel framework beam of tailoring (4) hoisted in position by number, be connected with steel structure frame post (3) with bolt by junction plate (5);
D. by inner wall panel, outer panel, interior plate by number, position lifting after be connected with respectively by connection bracket (13), shape steel bracket (104);
E. lifted floor, then fixing truss has been installed;
F. roof panel is installed, and is fixedly connected with truss;
G. last, installed surface watt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410582393.1A CN104358315B (en) | 2014-10-27 | 2014-10-27 | A kind of prefabricated buildings and its installation method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410582393.1A CN104358315B (en) | 2014-10-27 | 2014-10-27 | A kind of prefabricated buildings and its installation method |
Publications (2)
| Publication Number | Publication Date |
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| CN104358315A true CN104358315A (en) | 2015-02-18 |
| CN104358315B CN104358315B (en) | 2017-03-29 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201410582393.1A Expired - Fee Related CN104358315B (en) | 2014-10-27 | 2014-10-27 | A kind of prefabricated buildings and its installation method |
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Cited By (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104963538A (en) * | 2015-05-13 | 2015-10-07 | 韩凯 | Modular mobile house production method |
| CN105155791A (en) * | 2015-09-25 | 2015-12-16 | 山东科技大学 | Quakeproof stairway with combined structure and construction method of quakeproof stairway |
| CN105297894A (en) * | 2015-10-23 | 2016-02-03 | 郭育正 | Standard modular components for buildings and prefabricated building comprising same |
| CN106088401A (en) * | 2016-06-22 | 2016-11-09 | 北京工业大学 | A kind of assembled light steel frame insulation anti-side panel structure being applicable to villages and small towns multi-storey building and the practice |
| CN106436965A (en) * | 2016-12-08 | 2017-02-22 | 盐城工学院 | Light assembly type rammed earth wall |
| CN106436984A (en) * | 2016-12-07 | 2017-02-22 | 盐城工学院 | Fabricated light thermal-insulating and energy-saving wall with steel column stabilizing structure |
| WO2017031627A1 (en) * | 2015-08-21 | 2017-03-02 | 陈敬全 | Assembled building structure, wallboard installation hanger, and assembled building construction method |
| CN106884487A (en) * | 2017-01-14 | 2017-06-23 | 山东飞越钢结构工程有限公司 | A kind of modular assembly formula wall and installation method |
| CN107246152A (en) * | 2016-12-01 | 2017-10-13 | 牛智勇 | A kind of method that steel structure frame is assembled with combined light floor modules |
| CN107268798A (en) * | 2017-06-29 | 2017-10-20 | 中建七局第建筑有限公司 | A kind of building construction system of modular assembly formula |
| CN108222270A (en) * | 2018-01-11 | 2018-06-29 | 张家口绿汇建筑科技有限公司 | Prefabricated buildings and its construction method |
| CN109779143A (en) * | 2019-03-15 | 2019-05-21 | 重庆恩倍克科技有限公司 | Green assembled architecture wall panel assembly |
| CN111005444A (en) * | 2019-12-26 | 2020-04-14 | 滨州市宏基建材有限公司 | Synchronous construction method for wall body and main body frame in steel structure building |
| CN111088859A (en) * | 2018-10-23 | 2020-05-01 | 山东大学 | Assembled outer wall structure and mounting method thereof |
| CN112343172A (en) * | 2020-11-02 | 2021-02-09 | 浙江高盛钢结构有限公司 | Assembled steel structure house body and assembling process |
| CN112459380A (en) * | 2020-10-21 | 2021-03-09 | 国网浙江省电力有限公司嘉兴供电公司 | Assembled purlin-free wall surface system |
| WO2021190222A1 (en) * | 2020-03-23 | 2021-09-30 | 王建友 | Floor and column |
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| CN2641178Y (en) * | 2003-09-12 | 2004-09-15 | 张俊灿 | Moveable partition wall |
| CN2683744Y (en) * | 2004-01-31 | 2005-03-09 | 西安长庆科技工程有限责任公司 | Small-sized quick-installed light steel structure house member |
| CN1796706A (en) * | 2004-12-24 | 2006-07-05 | 张东川 | Box shaped house model of construction and fabricating method |
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Cited By (20)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104963538A (en) * | 2015-05-13 | 2015-10-07 | 韩凯 | Modular mobile house production method |
| WO2017031627A1 (en) * | 2015-08-21 | 2017-03-02 | 陈敬全 | Assembled building structure, wallboard installation hanger, and assembled building construction method |
| CN105155791A (en) * | 2015-09-25 | 2015-12-16 | 山东科技大学 | Quakeproof stairway with combined structure and construction method of quakeproof stairway |
| CN105297894A (en) * | 2015-10-23 | 2016-02-03 | 郭育正 | Standard modular components for buildings and prefabricated building comprising same |
| CN106088401B (en) * | 2016-06-22 | 2018-08-21 | 北京工业大学 | A kind of assembled light steel frame-heat preservation anti-side panel structure and the practice suitable for villages and small towns multi-storey building |
| CN106088401A (en) * | 2016-06-22 | 2016-11-09 | 北京工业大学 | A kind of assembled light steel frame insulation anti-side panel structure being applicable to villages and small towns multi-storey building and the practice |
| CN107246152A (en) * | 2016-12-01 | 2017-10-13 | 牛智勇 | A kind of method that steel structure frame is assembled with combined light floor modules |
| CN106436984A (en) * | 2016-12-07 | 2017-02-22 | 盐城工学院 | Fabricated light thermal-insulating and energy-saving wall with steel column stabilizing structure |
| CN106436965A (en) * | 2016-12-08 | 2017-02-22 | 盐城工学院 | Light assembly type rammed earth wall |
| CN106884487A (en) * | 2017-01-14 | 2017-06-23 | 山东飞越钢结构工程有限公司 | A kind of modular assembly formula wall and installation method |
| CN107268798A (en) * | 2017-06-29 | 2017-10-20 | 中建七局第建筑有限公司 | A kind of building construction system of modular assembly formula |
| CN108222270A (en) * | 2018-01-11 | 2018-06-29 | 张家口绿汇建筑科技有限公司 | Prefabricated buildings and its construction method |
| CN108222270B (en) * | 2018-01-11 | 2019-12-10 | 张家口绿汇建筑科技有限公司 | Assembling construction building method of prefabricated building |
| CN111088859A (en) * | 2018-10-23 | 2020-05-01 | 山东大学 | Assembled outer wall structure and mounting method thereof |
| CN109779143A (en) * | 2019-03-15 | 2019-05-21 | 重庆恩倍克科技有限公司 | Green assembled architecture wall panel assembly |
| CN111005444A (en) * | 2019-12-26 | 2020-04-14 | 滨州市宏基建材有限公司 | Synchronous construction method for wall body and main body frame in steel structure building |
| WO2021190222A1 (en) * | 2020-03-23 | 2021-09-30 | 王建友 | Floor and column |
| CN112459380A (en) * | 2020-10-21 | 2021-03-09 | 国网浙江省电力有限公司嘉兴供电公司 | Assembled purlin-free wall surface system |
| CN112343172A (en) * | 2020-11-02 | 2021-02-09 | 浙江高盛钢结构有限公司 | Assembled steel structure house body and assembling process |
| CN112343172B (en) * | 2020-11-02 | 2022-04-22 | 浙江高盛钢结构有限公司 | Assembled steel structure house body and assembling process |
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Granted publication date: 20170329 Termination date: 20181027 |