CN207988148U - A kind of assembled low layer steel Folk house structure for antidetonation area - Google Patents
A kind of assembled low layer steel Folk house structure for antidetonation area Download PDFInfo
- Publication number
- CN207988148U CN207988148U CN201820337775.1U CN201820337775U CN207988148U CN 207988148 U CN207988148 U CN 207988148U CN 201820337775 U CN201820337775 U CN 201820337775U CN 207988148 U CN207988148 U CN 207988148U
- Authority
- CN
- China
- Prior art keywords
- steel
- girder
- purlin
- adjacent
- low layer
- 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.)
- Active
Links
Landscapes
- Working Measures On Existing Buildindgs (AREA)
Abstract
The utility model discloses a kind of assembled low layer steel Folk house structures for antidetonation area.Two steel column bottoms are vertically arranged to ground by basis, two girder steels are set between the top of two steel columns, it is fixedly connected between one end of two girder steels, two girder steel other ends to both sides, tilt down and be respectively fixedly connected with to two steel column tops, pass through horizontal straining beam connection between two steel column tops;Purlin perpendicular to frame plane is connected between adjacent two Pin frames, is connected to the vertical purlin of tie rod between adjacent two purlins;Fixation is bolted between girder steel one end of two girder steels, between the girder steel other end and steel column, between straining beam and steel column, between purlin and girder steel, between tie rod and purlin.The local-style dwelling houses room that the utility model can be applied to Southern Mountain Areas of China antidetonation area is built, simple structure, convenient and quick construction, good economy performance.
Description
Technical field
The utility model is related to a kind of assembled low layer steel Folk house structures for antidetonation area, can be widely applied to me
In the rural area mass Folk House Construction of state's earthquake prone areas.
Background technology
Since Wenchuan earthquake in 2008, in Yushu district, Qinghai, Yunnan Yingjiang, Ya'an Sichuan province, Yunnan Ludian, hotan etc.
The higher earthquake of multiple earthquake magnitude has occurred in ground, order, since the security of the lives and property that the residential house that earthquake zone comes collapses to the common people is made
At larger loss.The residential house of high intensity Zone is mostly masonry house and wooden frame structure, the choosing of construction material at present
With, Building technology and detail structure etc. all without the guidance by profession, being that the common people are spontaneous rule of thumb builds, and there are many peaces
Full problem collapses under geological process, causes casualties.
It is exactly the showdown stage that China builds up well-off society comprehensively at present, is the critical period of western help-the-poor campaign, in cloud
In the Folk House Constructions of earthquake territories such as south, Sichuan Daling Shan Mountain, have to standardization, the low multilayer antidetonation local-style dwelling houses product of industrialized assembled
Urgent demand.
The most of earthquake territory local-style dwelling houses in south are rebuild, in improvement project, are mostly positioned at the remote mountain areas of execution conditions inconvenience, road
Situations such as road situation is poor, traffic condition is limited, field basic facility falls behind largely exist in addition some regional power conditions not
Have.Multilayer antidetonation local-style dwelling houses product low for assembled needs the simple composition of product, lightweight, convenience in transport, convenience existing
Field installation.
Since the level of economic development of the earthquake territories such as Yunnan, Sichuan is not high, either peasant self reconstruction or government
Poverty alleviation housing for survivor, be required for control house overall cost.Material selection, the construction technology etc. of assembled local-style dwelling houses product, are answered
Consider economic performance, the ability to bear of the local common people should be able to be met.
In conclusion research it is a kind of can standardize, the folk building product of mass, industrialized production, can easily
Transport, installation, and the active demand that folk building is transformed in current earthquake territory can be met in conjunction with local national culture demand.
Utility model content
The utility model proposes a kind of assembled low layer steel Folk house structure for antidetonation area, the local-style dwelling houses product is from building
House type, building module are built, structural elements, the selection of cladding and connecting node way etc. is arrived, all fully takes into account standard
Change, industrialized requirement, component quality is light, convenience in transport and installation.
The local-style dwelling houses product can be widely applied in the local-style dwelling houses rebuilding and expansion of the of the existing enterprises project in Southern Mountain Areas of China antidetonation area.
The technical solution adopted in the utility model is:
The utility model include mainly by two steel columns, a straining beam and two girder steels formed a Pin frames and purlin and
Tie rod, two steel column bottoms are vertically arranged to ground, two girder steels, two steel be arranged between the top of two steel columns by basis
Be fixedly connected between one end of beam, two girder steel other ends to both sides, tilt down and be respectively fixedly connected with to two steel columns
Top passes through horizontal straining beam connection between two steel column tops;Purlin perpendicular to frame plane is connected to adjacent two Pin frames
Between frame, the vertical purlin of tie rod it is connected between adjacent two purlins;Between girder steel one end of two girder steels, girder steel it is another
Fixation is bolted between end and steel column, between straining beam and steel column, between purlin and girder steel, between tie rod and purlin.
The purlin is connected between adjacent two girder steels of two Pin frames, and purlin is perpendicular to girder steel horizontally disposed.
It is disposed with tie rod between the middle part of adjacent two purlins.
Fabricated roofing watt is arranged on adjacent two purlins.
Lightweight wall plate is filled between adjacent two steel columns, the brushing of decorated wall surface material is in the outer surface of lightweight wall plate.
Including cultural decorative element, cultural decorative element is set to lightweight wall plate or eaves, eaves by girder steel end and
The fabricated roofing watt arranged on girder steel is formed after extending steel column.
The basis is embedded on site foundation, and steel column bottom end, which is embedded in basis, to be fixedly secured.
The structure of the utility model after various pieces, can be transported by car into remote mountain areas by Bolt dismantling
Carry out scene is built, be it is a kind of can build everywhere, the prefabricated house structure that flexibility ratio is high.
The utility model has the beneficial effects that:
The utility model simple structure, steel column, girder steel, straining beam, purlin, wallboard etc. are all standardized materials, and engineering makes
It finishes, transports directly to in-site installation.The lighter weight of single component, two workers are easy to lift carrying.Each component structure
Connection between part is all the mechanical connections such as bolt, and on-site construction operations are easy.The dress of decoration of exterior wall combination local nationality characteristic
Element is adornd, there is dense cultural spirit.The local common used material of raw material use, low cost, economic performance are good.
The resident room that the utility model can be applied to Southern Mountain Areas of China antidetonation area is built, simple structure, easy for construction fast
Prompt, good economy performance is particularly suitable for the remote mountain areas that can not have large shape, conveying sheet to enter area.
Description of the drawings
Fig. 1 is the utility model structural plan layout drawing.
Fig. 2 is the utility model structural facades layout drawing.
Fig. 3 is the utility model front elevation view.
Fig. 4 is the utility model side elevational view.
In figure:Frame 0, basis 1, steel column 2, girder steel 3, straining beam 4, purlin 5, tie rod 6, fabricated roofing watt 7, lightweight wall plate
8, decorated wall surface material 9, cultural decorative element 10, window 11, door 12.
Specific implementation mode
Below in conjunction with the accompanying drawings and specific embodiment is described in further detail the utility model.
As shown in Figure 1, the utility model includes mainly forming a Pin by two steel columns, 2, straining beams 4 and two girder steels 3
Frame and purlin 5 and tie rod 6, two 2 bottoms of steel column are vertically arranged to ground by respective basic 1, and basis 1 is embedded in existing
On Slag, 2 bottom end of steel column is embedded in basis 1 and is fixedly secured.The suspension column of 2 bottom of the steel column first passes through bolt and surrounds limit
It fixes, then casting concrete basis of formation 1, to which 2 bottom of steel column be fixed.It is arranged between the top of two steel columns 2
Two girder steels 3 are fixedly connected between one end of two girder steels 3, two 3 other ends of girder steel to both sides, tilt down and respectively
Two 2 tops of steel column are fixedly attached to, are connected by horizontal straining beam 4 between two 2 tops of steel column, straining beam 4 connects in horizontal direction
It is connected on two steel column tops.
As shown in Fig. 2, purlin 5 perpendicular to frame plane is connected between adjacent two Pin frames 0,6 vertical purlin of tie rod
5 ground of item is connected between adjacent two purlins 5;Between 3 one end of girder steel of two girder steels 3, between 3 other end of girder steel and steel column 2,
Fixation is bolted between straining beam 4 and steel column 2, between purlin 5 and girder steel 3, between tie rod 6 and purlin 5.
As shown in Fig. 2, purlin 5 is connected between adjacent two girder steels 3 of two Pin frames 0, adjacent two of two Pin frames
More purlins 5 are disposed between girder steel 3, purlin 5 is horizontally disposed perpendicular to 3 ground of girder steel, cloth between the middle part of adjacent two purlins 5
It is equipped with tie rod 6, fabricated roofing watt 7 is arranged on adjacent two purlins 5.
As shown in figure 3, being filled with lightweight wall plate 8 between adjacent two steel columns 2, decorated wall surface material 9 is brushed in light weight wall
The outer surface of plate 8.
As shown in Figure 3 and Figure 4, cultural decorative element 10 is set to lightweight wall plate 8 or eaves, and eaves are by 3 end of girder steel
It is formed after extending steel column 2 with the fabricated roofing watt 7 arranged on girder steel 3.Cultural decorative element 10 shows on lightweight wall plate 8
For pattern form, the construction decoration of national characters is shown as on eaves.Window 11 and door 12 are also set up on lightweight wall plate 8.
Content described in this specification embodiment is only enumerating for the way of realization conceived to utility model, this practicality is new
The protection domain of type is not construed as being only limitted to the concrete form that embodiment is stated, the scope of protection of the utility model also and
In those skilled in the art according to the utility model design it is conceivable that equivalent technologies mean.
Claims (7)
1. a kind of assembled low layer steel Folk house structure for antidetonation area, it is characterised in that:Including mainly by two steel columns
(2), a straining beam (4) and two girder steels (3) form a Pin frames and purlin (5) and tie rod (6), two steel column (2) bottoms
It is vertically arranged to ground by basis (1), two girder steels (3) are set between the top of two steel columns (2), two girder steels (3)
Be fixedly connected between one end, two girder steel (3) other ends to both sides, tilt down and be respectively fixedly connected with to two steel columns
(2) top passes through horizontal straining beam (4) connection between two steel column (2) tops;Purlin (5) perpendicular to frame plane connects
Between adjacent two Pin frames, it is connected between adjacent two purlins (5) to the vertical purlin (5) of tie rod (6);Two girder steels
(3) between girder steel (3) one end, between girder steel (3) other end and steel column (2), between straining beam (4) and steel column (2), purlin (5)
Fixation is bolted between girder steel (3), between tie rod (6) and purlin (5).
2. a kind of assembled low layer steel Folk house structure for antidetonation area according to claim 1, it is characterised in that:Institute
The purlin (5) stated is connected between adjacent two girder steels (3) of two Pin frames, purlin (5) perpendicular to girder steel (3) horizontal cloth
It sets.
3. a kind of assembled low layer steel Folk house structure for antidetonation area according to claim 1, it is characterised in that:Phase
It is disposed with tie rod (6) between the middle part of adjacent two purlins (5).
4. a kind of assembled low layer steel Folk house structure for antidetonation area according to claim 1, it is characterised in that:Phase
Arrangement fabricated roofing watt (7) on adjacent two purlins (5).
5. a kind of assembled low layer steel Folk house structure for antidetonation area according to claim 1, it is characterised in that:Phase
Lightweight wall plate (8) is filled between adjacent two steel columns (2), decorated wall surface material (9) is brushed in the outer surface of lightweight wall plate (8).
6. a kind of assembled low layer steel Folk house structure for antidetonation area according to claim 1, it is characterised in that:Packet
Cultural decorative element (10) is included, cultural decorative element (10) is set to lightweight wall plate (8) or eaves, and eaves are held by girder steel (3)
The fabricated roofing watt (7) arranged in portion and girder steel (3) extends steel column (2) and is formed afterwards.
7. a kind of assembled low layer steel Folk house structure for antidetonation area according to claim 1, it is characterised in that:Institute
It states basic (1) to be embedded on site foundation, steel column (2) bottom end is embedded in basic (1) and is fixedly secured.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820337775.1U CN207988148U (en) | 2018-03-12 | 2018-03-12 | A kind of assembled low layer steel Folk house structure for antidetonation area |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820337775.1U CN207988148U (en) | 2018-03-12 | 2018-03-12 | A kind of assembled low layer steel Folk house structure for antidetonation area |
Publications (1)
Publication Number | Publication Date |
---|---|
CN207988148U true CN207988148U (en) | 2018-10-19 |
Family
ID=63826895
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201820337775.1U Active CN207988148U (en) | 2018-03-12 | 2018-03-12 | A kind of assembled low layer steel Folk house structure for antidetonation area |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN207988148U (en) |
-
2018
- 2018-03-12 CN CN201820337775.1U patent/CN207988148U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JP3218530U (en) | Central assembly steel structure | |
CN103046755B (en) | The construction method of the light steel integrated house of pastoral area assembling | |
CN204252324U (en) | Prefabricated steel construction integration assembling green building component with window opening or door opening | |
CN108301532B (en) | Desert sand lightweight aggregate concrete fabricated shear wall structure | |
CN101457552A (en) | Composite hollow slab house and building method thereof | |
CN102704569A (en) | Multilayer large-span assembling integral type space steel grid building structure and manufacturing method | |
CN203373852U (en) | Giant frame structure modular building structure | |
CN102518254A (en) | Steel wire mesh sheet bended formed type reinforced-rebar special-shaped section concrete column-wall board shock isolation house and method thereof | |
CN2931627Y (en) | Frame and wall plate combined building | |
CN205875394U (en) | Antidetonation concrete beam column that dry process is connected | |
CN2923870Y (en) | Large-span large-pillar-distance quasi-rib type building-cover type prestress steel-grid roofing | |
CN202577580U (en) | Multilayer longspan assembled integral space steel grid building structure | |
CN204919808U (en) | Side direction facade system in aluminum alloy house | |
CN103469892B (en) | The primary and secondary modular unit combining structure in high-rise building module space and method of attachment | |
CN207988148U (en) | A kind of assembled low layer steel Folk house structure for antidetonation area | |
CN204919800U (en) | Back facade system in aluminum alloy house | |
CN204919802U (en) | Preceding facade system in aluminum alloy house | |
CN204252328U (en) | A kind of Prefabricated steel construction integration assembling green building component | |
CN204252325U (en) | A kind of in-line Prefabricated steel construction integration assembling green building component | |
CN101270595B (en) | Assembled honeycombed sheet light empty stomach building and roof structure system | |
CN105040811A (en) | Rear vertical face system of aluminum alloy house | |
CN203905531U (en) | Rural assembled steel structure residence system | |
CN207794407U (en) | A kind of composite floor system system based on beams of concrete and light gauge cold-formed steel shape beam | |
CN102518255A (en) | Steel wire mesh bent and shaped reinforcement cross-shaped section concrete column and manufacturing method thereof | |
CN201395908Y (en) | Cavity-type small-framework heat-preservation heat-insulation clad plate |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |