CN106320513A - Makeshift house made of prefabricated wall plates - Google Patents
Makeshift house made of prefabricated wall plates Download PDFInfo
- Publication number
- CN106320513A CN106320513A CN201610795170.2A CN201610795170A CN106320513A CN 106320513 A CN106320513 A CN 106320513A CN 201610795170 A CN201610795170 A CN 201610795170A CN 106320513 A CN106320513 A CN 106320513A
- Authority
- CN
- China
- Prior art keywords
- corner brace
- steel
- connects
- connection
- prefabricated panel
- 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
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 70
- 239000010959 steel Substances 0.000 claims abstract description 70
- 239000006260 foam Substances 0.000 claims abstract description 14
- 239000003292 glue Substances 0.000 claims description 14
- 239000000463 material Substances 0.000 claims description 5
- 238000000034 method Methods 0.000 claims description 5
- 239000011440 grout Substances 0.000 claims description 4
- -1 Polyethylene Polymers 0.000 claims description 3
- 239000004698 Polyethylene Substances 0.000 claims description 3
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 3
- 229910052782 aluminium Inorganic materials 0.000 claims description 3
- 230000015572 biosynthetic process Effects 0.000 claims description 3
- 229920000573 polyethylene Polymers 0.000 claims description 3
- 239000000853 adhesive Substances 0.000 abstract 1
- 230000001070 adhesive effect Effects 0.000 abstract 1
- 238000005336 cracking Methods 0.000 abstract 1
- 239000004570 mortar (masonry) Substances 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 4
- 238000009435 building construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
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
-
- 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
-
- 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
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
- E04B2/82—Removable non-load-bearing partitions; Partitions with a free upper edge characterised by the manner in which edges are connected to the building; Means therefor; Special details of easily-removable partitions as far as related to the connection with other parts of the building
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses a makeshift house made of prefabricated wall plates which comprises prefabricated wall plates, steel truss support floors, steel beams and steel columns; one side of the prefabricated wall plate is connected to the adjacent wall plate by the anti-cracking mortar, the foam rods are disposed between the other side and the adjacent prefabricated wall by structural adhesives; the steel beam uses the I shape steel, wherein one side is fixedly installed at the bottom of the steel truss support floor and the other side is connected to the first connection corner. The vise grip is placed at both sides to bind together the first connection corner and the steel beam; the first connection corner is fixedly connected to the second connection corner which is also connected to the prefabricated wall plate by bolts. The makeshift house enjoys the advantages of easy assembling and strong structure.
Description
Technical field
The invention belongs to construction engineering technical field, be specifically related to a kind of assembled-type house using prefabricated panel.
Background technology
Current house is mainly the house of brick mix structure and reinforced concrete structure, and what two kinds of construction methods all existed builds
The problems such as if cycle length, quantities are big, effect on environment is big, and the problem such as the amount of labour used is big, and cost of labor is high.On solving
Stating problem, there has been proposed the house of full steel structure, be currently mainly used in Factory Building more, house is fewer, by using steel
The mode that structure welding is fixing, it is possible to be effectively improved the building construction cycle, but, the house of steel construction, cost is high, and welds
Time location difficulty, and house breaking difficulty.
Summary of the invention
It is an object of the invention to: for problems of the prior art, it is provided that a kind of assembling using prefabricated panel
Formula house, is utilized prefabricated panel and is formed by connecting by connecting elements, simple in construction, and easy to assembly, the building construction cycle is short, by force
Degree height.
To achieve these goals, the technical solution used in the present invention is:
A kind of assembled-type house using prefabricated panel, including prefabricated panel, steel bar truss floor support plate, girder steel and steel column；
The side of described prefabricated panel is connected with contiguous prefabricated wallboard by anticracking grout, and other side is with contiguous prefabricated
Foam rods it is provided with and by the bonding connection of structure glue between wallboard；
The bottom of described prefabricated panel by being embedded in rebar connector socket connection in adjacent steel bar truss floor support plate,
Foam rods is set between the top of prefabricated panel with adjacent steel bar truss floor support plate and by the bonding connection of structure glue；
Described girder steel uses I-steel, and wherein a sidepiece is fixedly mounted on bottom steel bar truss floor support plate, the other side
Connect to have the first connection corner brace and be provided with take-up clip in both sides and be connected fixing with girder steel for the first connection corner brace；First joint angle
Being fixedly connected with the second connection corner brace on Ma, second connects corner brace is bolted with prefabricated panel；
It is provided with the connecting hole connecting girder steel on described steel column, connecting hole is provided with bolt head external diameter less than connecting hole hole
The connecting bolt in footpath, on the connecting bolt in steel column, set is provided with telescopic elastomeric pad, described telescopic elastomeric pad bag
Including elastic housing washer, the inner ring of elastic housing washer connects several fan-shaped lamellar bodies, fan-shaped lamellar body intermediate formation hole portion, logical via portion set
It is located on connecting bolt；Described steel column is by inserting the connecting bolt of connecting hole and coordinating telescopic elastomeric pad and girder steel end
The connection method fixed in portion connects surely.
Preferably, described second connects the side's of being additionally provided with briquetting between corner brace and bolt, and second connects corner brace and side's briquetting
Joint face use anti-slop serrations fit structure.
Preferably, described foam rods uses the polyethylene rod of a diameter of 22m.
Preferably, described structure glue is weatherproof structure glue.
Preferably, the side of described prefabricated panel uses groove structure, and other side is arranged to coordinate with groove structure
Bulge-structure.
Preferably, the first described connection corner brace uses steel material to make, and second connects corner brace uses aluminum material system
Become.
Preferably, described secondth connection corner brace being provided with mounting hole, second connects corner brace by mounting hole and the
One connects corner brace connects.
Owing to have employed technique scheme, the invention has the beneficial effects as follows:
A kind of assembled-type house using prefabricated panel of the present invention, wallboard uses that light material is prefabricated forms, and passes through
Girder steel and steel column connect fixing forming, it is not necessary to welding, assemble simple and convenient, use foam between prefabricated panel and prefabricated panel
Plate is spaced and passes through the bonding connection of structure glue, it is to avoid wallboard deforms when expanding with heat and contract with cold, and produces the phenomenons such as crack；Prefabricated
The connection of wallboard for removably connecting, convenient disassembly, it is possible to recycled for multiple times.
Accompanying drawing explanation
Fig. 1 is the steel bar truss floor support plate connection diagram with prefabricated panel of the present invention.
Fig. 2 is the B portion enlarged drawing of Fig. 1.
Fig. 3 is the prefabricated panel connection diagram with prefabricated panel of the present invention.
Fig. 4 is the C portion enlarged drawing of Fig. 3.
Fig. 5 is the D portion enlarged drawing of Fig. 3.
Fig. 6 is the girder steel connection decomposing schematic representation with steel column of the present invention.
Fig. 7 is the front view of the telescopic elastomeric pad of the present invention.
Reference: 1-steel bar truss floor support plate, 6-foam rods, 7-structure glue, 8-girder steel, 9-first connects corner brace, 10-
Take-up clip, 11-second connects corner brace, 12-side's briquetting, 13-steel column, 14-anticracking grout, 15-connecting bolt, the telescopic bullet of 16-
Property pad, 17-connecting hole, 18-prefabricated panel, 19-rebar connector；
161-elastic housing washer, 162-sector lamellar body.
Detailed description of the invention
With reference to Fig. 1-7, the assembled-type house of the present invention includes prefabricated panel 18, girder steel 8 and steel column 13.
The side of prefabricated panel 18 is connected with contiguous prefabricated wallboard 18 by anticracking grout 14, and other side is with contiguous prefabricated
Foam rods 6 it is provided with and by the bonding connection of structure glue 7 between wallboard 18.
The bottom of prefabricated panel 18 by being embedded in rebar connector 19 socket connection in adjacent steel bar truss floor support plate 1,
Foam rods 6 is set between the top of prefabricated panel 18 with adjacent steel bar truss floor support plate 1 and by the bonding connection of structure glue 7.
Girder steel 8 uses I-steel, and wherein a sidepiece is fixedly mounted on bottom steel bar truss floor support plate 1, and the other side connects
There is the first connection corner brace 9 and be provided with take-up clip 10 in both sides and connect corner brace 9 and girder steel 8 by first and fix and be connected；First connects
Being fixedly connected with the second connection corner brace 11 in corner brace 9, second connects corner brace 11 is bolted with prefabricated panel 18.Pass through steel
Beam connects the first connection corner brace 9, then connects the second connection corner brace 11 by the first connection corner brace 9, then by the second connection corner brace 9
It is connected on prefabricated panel 18, by the switching of two corner braces, it is achieved thereby that the connection of prefabricated panel 18 and girder steel 8 is fixed.
The first connection corner brace 9 of the present invention preferably employs steel corner brace, and second connects corner brace 11 preferably employs aluminum corner brace.For the ease of
The connection realizing girder steel 8 and prefabricated panel 18 different spacing is fixed, and connects second and offers mounting hole in corner brace 11 so that the
One connection connected between corner brace 9 and the second connection corner brace 11 is fixed as interval adjustable connection.Connected by corner brace, versatility
Good, it is not necessary to individually die sinking processing, easy to process；Interval adjustable can be realized connect simultaneously.
Described second connects the side's of being additionally provided with briquetting 12 between corner brace 11 and bolt, and second connects corner brace 11 and side's briquetting 12
Joint face use anti-slop serrations fit structure.
It is provided with the connecting hole 17 connecting girder steel 8 on steel column 13, connecting hole 17 is provided with bolt head external diameter less than connecting hole
The connecting bolt 15 in 17 apertures, on the connecting bolt 15 in steel column 13, set is provided with telescopic elastomeric pad 16, and described is flexible
Formula elastomeric pad 16 includes elastic housing washer 161, and the inner ring of elastic housing washer 161 connects several fan-shaped lamellar bodies 162, fan-shaped lamellar body
162 intermediate formation holes portion, logical via portion is set on connecting bolt 15；Described steel column 13 is by inserting the connection of connecting hole 17
Bolt 15 also coordinates telescopic elastomeric pad 16 to be surely connected with the connection method fixed of girder steel 8 end.
When steel column 13 is connected with girder steel 8, first telescopic elastomeric pad 16 is enclosed within connecting bolt 15, then will connect
The first end of bolt of bolt 15 is tucked into steel column 13 from connecting hole 17, is tilted by telescopic elastomeric pad 16, and then extruding is flexible
Formula elastomeric pad 16, can be tucked into telescopic elastomeric pad 16 in connecting hole 17, after discharging telescopic elastomeric pad 16, stretch
Contracting formula elastomeric pad 16, under the resilient force of elastic housing washer 161, is returned to original state, then can be used as commonly padding
Sheet uses, and withstands on the inner face of steel column 13, realizes bolt with girder steel 8 and be connected.
Wherein, foam rods 6 uses the polyethylene rod 6 of a diameter of 22m.Structure glue 7 is weatherproof structure glue 7.
The side of prefabricated panel 18 uses groove structure, and other side is arranged to the bulge-structure coordinated with groove structure.
It is spaced apart that connection between each two prefabricated panel 18 is provided with foam rods 6, it is possible to goes out at prefabricated panel 18
Regulate gap by foam rods 6 when of now expanding with heat and contract with cold, prevent from occurring between prefabricated panel 18 and prefabricated panel 18 extruding.
Claims (7)
1. the assembled-type house using prefabricated panel, it is characterised in that include prefabricated panel (18), steel bar truss floor support plate
(1), girder steel (8) and steel column (13)；
The side of described prefabricated panel (18) is connected with contiguous prefabricated wallboard (18) by anticracking grout (14), other side and
Foam rods (6) it is provided with and by structure glue (7) bonding connection between contiguous prefabricated wallboard (18)；
The bottom of described prefabricated panel (18) is inserted by being embedded in rebar connector (19) in adjacent steel bar truss floor support plate (1)
Connect in succession, foam rods (6) is set between the top of prefabricated panel (18) with adjacent steel bar truss floor support plate (1) and passes through structure glue
(7) bonding connection；
Described girder steel (8) uses I-steel, and wherein a sidepiece is fixedly mounted on steel bar truss floor support plate (1) bottom, opposite side
Portion connects to have the first connection corner brace (9) and be provided with take-up clip (10) in both sides to be fixed the first connection corner brace (9) with girder steel (8)
Connect；Being fixedly connected with the second connection corner brace (11) in first connection corner brace (9), second connects corner brace (11) and prefabricated panel
(18) it is bolted；
It is provided with the connecting hole (17) connecting girder steel (8) on described steel column (13), connecting hole (17) is provided with bolt head external diameter
Less than the connecting bolt (15) in connecting hole (17) aperture, the upper set of the connecting bolt (15) in steel column (13) is provided with telescopic elasticity
Pad (16), described telescopic elastomeric pad (16) includes elastic housing washer (161), and the inner ring of elastic housing washer (161) connects to be had
Several fan-shaped lamellar bodies (162), fan-shaped lamellar body (162) intermediate formation hole portion, logical via portion is set on connecting bolt (15)；Institute
The steel column (13) stated is by inserting the connecting bolt (15) of connecting hole (17) and coordinating telescopic elastomeric pad (16) and girder steel (8)
The connection method fixed of end connects surely.
Assembled-type house the most according to claim 1, it is characterised in that described second connects between corner brace (11) and bolt
The side's of being additionally provided with briquetting (12), second connects the joint face employing anti-slop serrations fit structure of corner brace (11) and side's briquetting (12).
Assembled-type house the most according to claim 1, it is characterised in that described foam rods (6) uses a diameter of 22m's
Polyethylene rod (6).
Assembled-type house the most according to claim 1, it is characterised in that described structure glue (7) is weatherproof structure glue
(7)。
Assembled-type house the most according to claim 1, it is characterised in that the side of described prefabricated panel (18) uses recessed
Groove structure, other side is arranged to the bulge-structure coordinated with groove structure.
Assembled-type house the most according to claim 1, it is characterised in that the first described connection corner brace (9) uses steel
Material is made, and second connects corner brace (11) uses aluminum material to make.
Assembled-type house the most according to claim 1, it is characterised in that the secondth described connection corner brace (11) is upper to be arranged
Having mounting hole, second connects corner brace (11) connects corner brace (9) connection by mounting hole and first.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610795170.2A CN106320513A (en) | 2016-08-31 | 2016-08-31 | Makeshift house made of prefabricated wall plates |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610795170.2A CN106320513A (en) | 2016-08-31 | 2016-08-31 | Makeshift house made of prefabricated wall plates |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106320513A true CN106320513A (en) | 2017-01-11 |
Family
ID=57786484
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610795170.2A Pending CN106320513A (en) | 2016-08-31 | 2016-08-31 | Makeshift house made of prefabricated wall plates |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106320513A (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004143829A (en) * | 2002-10-25 | 2004-05-20 | Nippon Steel Corp | External wall foundation structure of steel structure |
| CN2895614Y (en) * | 2006-02-21 | 2007-05-02 | 张胜 | II type steel-beam fastener |
| CN201391083Y (en) * | 2008-11-03 | 2010-01-27 | 张胜 | I beam dedicated fastener |
| CN202729581U (en) * | 2012-04-06 | 2013-02-13 | 天津市圣方金属制造有限公司 | Jaw mouth clamp for pipeline hoisting |
| CN203051431U (en) * | 2013-02-19 | 2013-07-10 | 胡和萍 | Elastic washer |
| CN203420477U (en) * | 2013-09-06 | 2014-02-05 | 杭州萧山新欣钢构有限公司 | Steel structure set-up platform for concrete pouring |
| CN104563340A (en) * | 2015-01-13 | 2015-04-29 | 沈阳建筑大学 | Connection structure of fabricated steel structure building enclosure outer wall and H-shaped steel beam |
| CN204590318U (en) * | 2015-02-26 | 2015-08-26 | 河南亚鹰钢结构幕墙工程有限公司 | The perpendicular dress syndeton of house and side fascia thereof |
-
2016
- 2016-08-31 CN CN201610795170.2A patent/CN106320513A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004143829A (en) * | 2002-10-25 | 2004-05-20 | Nippon Steel Corp | External wall foundation structure of steel structure |
| CN2895614Y (en) * | 2006-02-21 | 2007-05-02 | 张胜 | II type steel-beam fastener |
| CN201391083Y (en) * | 2008-11-03 | 2010-01-27 | 张胜 | I beam dedicated fastener |
| CN202729581U (en) * | 2012-04-06 | 2013-02-13 | 天津市圣方金属制造有限公司 | Jaw mouth clamp for pipeline hoisting |
| CN203051431U (en) * | 2013-02-19 | 2013-07-10 | 胡和萍 | Elastic washer |
| CN203420477U (en) * | 2013-09-06 | 2014-02-05 | 杭州萧山新欣钢构有限公司 | Steel structure set-up platform for concrete pouring |
| CN104563340A (en) * | 2015-01-13 | 2015-04-29 | 沈阳建筑大学 | Connection structure of fabricated steel structure building enclosure outer wall and H-shaped steel beam |
| CN204590318U (en) * | 2015-02-26 | 2015-08-26 | 河南亚鹰钢结构幕墙工程有限公司 | The perpendicular dress syndeton of house and side fascia thereof |
Non-Patent Citations (1)
| Title |
|---|
| 中国建筑标准设计研究所、南京旭建新型建材股份有限公司: "《蒸压轻质加气混凝土板（NALC）构造详图》", 15 February 2003 * |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170111 |
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| RJ01 | Rejection of invention patent application after publication |