CN205742597U - Can the self-assembly formula local-style dwelling houses light-duty combined support framework of industrialized production - Google Patents
Can the self-assembly formula local-style dwelling houses light-duty combined support framework of industrialized production Download PDFInfo
- Publication number
- CN205742597U CN205742597U CN201620383113.9U CN201620383113U CN205742597U CN 205742597 U CN205742597 U CN 205742597U CN 201620383113 U CN201620383113 U CN 201620383113U CN 205742597 U CN205742597 U CN 205742597U
- Authority
- CN
- China
- Prior art keywords
- little close
- profile steel
- close post
- steel beam
- framework
- 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
- Joining Of Building Structures In Genera (AREA)
Abstract
Can the self-assembly formula local-style dwelling houses light-duty combined support framework of industrialized production, this framework is arranged at inside body of wall, including little close post framework, the connection framework that connects each little close post framework；Described little close post framework is by upright little close post (I 1) and is laterally connected in the first H profile steel beam (I 2) of adjacent little close column top and encloses and form；Described connection framework is by the steel column (II 1) being arranged in the middle part of body of wall corner and wall segment and is laterally connected in the second H profile steel beam (II 2) at adjacent steel column top and encloses and form, and connecting between the little close post that part is adjacent has the oblique tie-strut (III) arranged in a crossed manner in diagonal angle.This utility model anti-seismic performance is high, and safety is good, can Hide All inside body of wall, install and construct simple, standardization level is high, and cost is low.
Description
Technical field
This utility model relates to construction engineering technical field, a kind of light-duty steel construction house support frame for local-style dwelling houses.
Background technology
In recent years, China promulgates every Huinong's policy successively, supports new countryside construction and dilapidated buildings renovation, and steel building, as country-driven green building, has the bigger market space.
Existing countryside housing structural system is brick mix structure, concrete frame structure, concrete frame shear structure, shear wall structure, wherein, brick mix structure anti-seismic performance is poor, and safety is the highest, and concrete frame structure, concrete frame shear structure, shear wall structure need individually designed, build technique and construction is that specialized requirement is higher, cost is higher, and building waste is more, is not suitable for promoting on a large scale self-built with rural area craftsman.Single xoncrete structure is also difficult to build the various buildings with various nationalities' characteristic that lid stylistic differences is bigger, and too much building waste also can destroy natural landscape style and features.
Traditional steel structure system such as frame structure, frame center supporting construction, framework eccentrically braces structure etc., its anti-seismic performance is good, and ductility is high, general how many at city commercial, big scale of construction synthesis, high-rise building Application comparison, but there is also problems with:
(1) cost is higher, and conventional steel structural steel amount is higher, and cost is generally higher than xoncrete structure and brick mix structure, and the rural area of economics of underdevelopment is difficult to bear.
(2) using frame support structure, the bigger node of conventional steel structural column, supporting section is complicated, and Site Welding amount is bigger, installs big component column, beam needs big machinery crane.For transportation inconvenience, the rare rural area of welding specialty technical staff is difficult to carry out.
(3) conventional steel structural beams, column section width are more than 200mm, and supporting member is the biggest, outside the most prominent body of wall, affect room to use, and owing to steel structure member and some local materials for wall telescopicing performances are inconsistent, body of wall easily ftractures, and affects attractive in appearance and uses.
(4) conventional steel structure arranges vertical member and flooring component according to local-style dwelling houses layout, and building, structure member size modulus differ, it is impossible to industrialized production, and assembled is installed, and component safe mass can not get being difficult to ensure that.
Based on above technical background, the architectural structure system being suitable for Yunnan local local-style dwelling houses should be
Summary of the invention
The purpose of this utility model is to solve the deficiencies in the prior art, it is provided that a kind of anti-seismic performance is high, safety is good, construction weight is relatively light, can Hide All inside body of wall, install and construct simple, standardization level is high, cost is low can the self-assembly formula local-style dwelling houses light-duty combined support framework of industrialized production.
The purpose of this utility model adopts the following technical scheme that realization:
Can the self-assembly formula local-style dwelling houses light-duty combined support framework of industrialized production, this framework is arranged at inside body of wall, including little close post framework, the connection framework that connects each little close post framework；Described little close post framework is by upright little close post and is laterally connected in the first H profile steel beam of adjacent little close column top and encloses and form；Described connection framework is by the steel column being arranged in the middle part of body of wall corner and wall segment and is laterally connected in the second H profile steel beam at adjacent steel column top and encloses and form, and connecting between the little close post that part is adjacent has the oblique tie-strut arranged in a crossed manner in diagonal angle.
The attachment structure of little close post described in the utility model and the first H profile steel beam has a following two:
The first attachment structure be little close post and the first H profile steel beam by the contour H type bracket of the two pieces of rectangular connecting panels being linked in sequence and the first H profile steel beam, be rigidly connected bonded；Little close post is connect formed by epimere and lower two sections of group, the height of little close post epimere is identical with the web height of H type bracket, two pieces of identical rectangular connecting panels are respectively welded the end face in little close post epimere and bottom surface, two pieces of rectangle gusset pieces weld with top flange and the lower flange of H type bracket respectively, and the other end of H type bracket is by key and the connection of the first H profile steel beam of being rigidly connected；The described key that is rigidly connected includes covering two pieces of horizontal connecting plates outside the first H profile steel beam is with H top flange, type bracket junction and lower flange, is connected the first H profile steel beam top flange and H type bracket top flange and the one of horizontal connecting plate group of bolt, is connected the first H profile steel lower flange of girder edge and H type bracket lower flange and one group of bolt of horizontal connecting plate, abuts in the vertical connecting plate of the first H profile steel beam and web side, H type bracket junction, connects vertical connecting plate and the first H profile steel web and one group of bolt of H type bracket web；
The second attachment structure be little close post and the first H profile steel beam bonded by being articulated and connected；The described key that is articulated and connected includes the upright articulated slab being welded in little close post epimere sidewall and the one group of bolt being coupled to each other by the web of articulated slab and the first H profile steel beam；
The first attachment structure and the second attachment structure are applied respectively according to calculating and are being connected on a little close post；
The attachment structure of described steel column and the second H profile steel beam is that the two kind attachment structures identical with above-mentioned little close post and the first H profile steel beam, the first attachment structure and the second attachment structure are applied respectively according to calculating demand and be connected on a root type steel column equally.
Little close post described in the utility model and steel column are cross-sectional width and are not more than 150mm, often joint weight and are not more than the light-duty rectangular tube of 150 kilograms；Described first H profile steel beam and the second H profile steel beam be cross-sectional width be not more than 200mm, often joint weight be not more than the welding H-bar of 150 kilograms or the H profile steel of rolling or high-frequency welding I-steel.
Tie-strut described in the utility model is securable structure, the round steel that including flower basket bolt, is hooked in flower basket bolt two ends respectively, being respectively welded in the band steel of round steel outer end, the outer end of band steel is connected with the close post connecting plate being welded in adjacent two little close column tops and bottom in diagonal angle respectively by bolt.
This utility model achieve use miniaturization, lightweight, standardized components unit splicing become planar dimension different light-duty combined support frame structure, both structure stress requirement had been met, achieve again the miniaturization of steel construction local-style dwelling houses, lightweight, and standardization, mass production can be realized, standardized components unit can individually be sold, assembling simple and convenient, applicable resident buys self-built.Use the local-style dwelling houses of this utility model construction compared with traditional residence, have that anti-seismic performance is high, fault-tolerant ability is strong, speed of application is fast, security incident is few, construction costs is low, the more preferable feature of generalization.Use this utility model, assembled can build out the local-style dwelling houses of various architectural style and room layout, meet the demand of various nationalities' building.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model；
Fig. 2 a, Fig. 2 b are the bonded schematic diagrams that is rigidly connected；
Fig. 3 a, Fig. 3 b are the bonded schematic diagrams that is articulated and connected；
Fig. 4 is tie-strut connection diagram；
Fig. 5 is that yi word pattern connects node schematic diagram；
Fig. 6 is that T font connects node schematic diagram；
Fig. 7 is the schematic diagram that T font connects node another embodiment；
Fig. 8 is that L-type connects node schematic diagram；
Fig. 9 is cross connection node schematic diagram.
Detailed description of the invention
Below in conjunction with the accompanying drawings this utility model is described in detail
As shown in Figure 1 can the self-assembly formula local-style dwelling houses light-duty combined support framework of industrialized production, this framework is all arranged at inside the body of wall of building, does not highlight body of wall.Whole combined support framework includes little close post framework, connects the connection framework of each little close post framework；Described little close post framework is by upright little close post I-1 and is laterally connected in the first H profile steel beam I-2 of adjacent little close column top and encloses and form；Described connection framework is by the steel column II-1 being arranged in the middle part of body of wall corner and wall segment and is laterally connected in the second H profile steel beam II-2 at adjacent steel column top and encloses and form, and connecting between the little close post that part is adjacent has the oblique tie-strut III arranged in a crossed manner in diagonal angle.
The attachment structure of described little close post I-1 and the first H profile steel beam I-2 has a following two:
The first attachment structure as shown in Figure 2 a, little close post I-1 and the first H profile steel beam I-2 by two pieces of rectangular connecting panels 1 being linked in sequence H type bracket 2 contour with the first H profile steel beam, be rigidly connected bonded；Little close post I-1 is connect formed by epimere and lower two sections of group, the height of little close post epimere is identical with the web height of H type bracket, two pieces of identical rectangular connecting panels 1 are respectively welded the end face in little close post epimere and bottom surface, two pieces of rectangle gusset pieces weld with top flange and the lower flange of H type bracket respectively, and the other end of H type bracket is by key and the connection of the first H profile steel beam I-2 of being rigidly connected；The described key that is rigidly connected includes covering two pieces of horizontal connecting plates 3 outside the first H profile steel beam is with H top flange, type bracket junction and lower flange, is connected the first H profile steel beam top flange and H type bracket top flange and the one of horizontal connecting plate group of bolt, is connected the first H profile steel lower flange of girder edge and H type bracket lower flange and one group of bolt of horizontal connecting plate, abuts in the vertical connecting plate 4 of the first H profile steel beam and web side, H type bracket junction, connects vertical connecting plate and the first H profile steel web and one group of bolt of H type bracket web.Respectively H type bracket and the top flange of the first H profile steel and lower flange are connected as one, by vertical connecting plate 4 and bolt being connected as one by the web of H type bracket and the first H profile steel by two pieces of horizontal connecting plates 3 and bolt.
As shown in Figure 3 a, little close post I-1 and the first H profile steel beam I-2 are bonded by being articulated and connected for the second attachment structure；The described key that is articulated and connected includes the upright articulated slab 5 being welded in little close post epimere sidewall and by articulated slab and the first H profile steel beam I-2) one group of bolt being coupled to each other of web.The web of the first H profile steel beam I-2 is connected by upright articulated slab 5 and bolt.
The first attachment structure above-mentioned and the second attachment structure are applied respectively according to calculating demand and are being connected on a little close post I-1.The cross connecting joint structure that L-type connecting joint structure that T-shaped connecting joint structure that little close post as shown in Figure 6, Figure 7 and the first H profile steel beam group connect, little close post as shown in Figure 8 and the first H profile steel beam group connect, little close post as shown in Figure 9 and the first H profile steel beam group connect, it is laterally connected in the orthogonal first H profile steel beam of little close column top, one direction (A direction) uses the first connecting structure, and another direction (B direction) uses the second connecting structure.The yi word pattern connecting joint structure that little close post as shown in Figure 5 and the first H profile steel beam group are connect, the the first H profile steel beam being located along the same line being connected to little close post both sides all uses identical attachment structure, or use the first attachment structure simultaneously, or use the second attachment structure simultaneously.Can also be connected in free combination on a little close post I-1 according to the first attachment structure of calculating demand and the second attachment structure.
Described steel column II-1 is the two kind attachment structures identical with above-mentioned little close post I-1 and the first H profile steel beam I-2 with the attachment structure of the second H profile steel beam II-2 equally, as shown in Fig. 2 b, Fig. 3 b, the first attachment structure and the second attachment structure are applied respectively and are being connected on a root type steel column II-1.
Little close post I-1 described in the utility model and steel column II-1 all use cross-sectional width to be not more than 150mm, often joint weight to be not more than the light-duty rectangular tube of 150 kilograms；Described first H profile steel beam I-2 and the second H profile steel beam II-2 all use cross-sectional width be not more than 200mm, often joint weight be not more than the welding H-bar of 150 kilograms or the H profile steel of rolling or high-frequency welding I-steel, to realize the lightness of whole support frame.
Tie-strut III of the present utility model is securable structure as shown in Figure 4, the round steel 7 that including flower basket bolt 6, is hooked in flower basket bolt two ends respectively, being respectively welded the band steel 8 in round steel outer end, the outer end of band steel is connected with the close post connecting plate 9 being welded in adjacent two little close post I-1 tops and bottom in diagonal angle respectively by bolt.The tensioning of tie-strut or lax is realized by regulation flower basket bolt.According to building structure requirement, tie-strut selectivity is installed between the little close post that part is adjacent, it is not necessary to all install between all adjacent little close posts.
Little close post I-1 of the present utility model, steel column II-1 are arranged at the corner in room, the junction of body of wall, the both sides of door-window opening, the middle part of long body of wall, tie-strut III is preferentially arranged in that the two ends of door-window opening, body of wall are internal, be preferentially arranged in staircase, mount wall space.
Use this utility model structure, by little close post, steel column, the first H profile steel beam, the second H profile steel beam, the first attachment structure, the second attachment structure, the composite assembly of tie-strut, build flexibly and obtain the various required light-duty combined support framework of local-style dwelling houses.
Claims (4)
1. can the self-assembly formula local-style dwelling houses light-duty combined support framework of industrialized production, it is characterised in that this framework is arranged in body of wall
Portion, including little close post framework, the connection framework that connects each little close post framework；Described little close post framework is by upright little close post (I-1)
Enclose with the first H profile steel beam (I-2) being laterally connected in adjacent little close column top and form；Described connection framework is by being arranged at body of wall
Steel column (II-1) in the middle part of corner and wall segment and be laterally connected in the second H profile steel beam (II-2) at adjacent steel column top and enclose
Conjunction forms, and connecting between the little close post that part is adjacent has the oblique tie-strut (III) arranged in a crossed manner in diagonal angle.
The most according to claim 1 can the self-assembly formula local-style dwelling houses light-duty combined support framework of industrialized production, it is characterised in that
The attachment structure of described little close post (I-1) and the first H profile steel beam (I-2) has a following two:
The first attachment structure is that little close post (I-1) and the first H profile steel beam (I-2) are by the two pieces of rectangular connecting panels being linked in sequence
(1) contour with the first H profile steel beam H type bracket (2), be rigidly connected bonded；Little close post (I-1) is by epimere and lower two sections of groups
Connecing and form, the height of little close post epimere is identical with the web height of H type bracket, two pieces of identical rectangular connecting panels be respectively welded in
The end face of little close post epimere and bottom surface, two pieces of rectangle gusset pieces weld with top flange and the lower flange of H type bracket respectively, H type cattle
The other end of lower limb is by key and the first H profile steel beam (I-2) connection of being rigidly connected；The described key that is rigidly connected includes covering at a H
Section steel beam with H top flange, type bracket junction and lower flange outside two pieces of horizontal connecting plates (3), be connected the first H profile steel beam upper limb
One group of bolt of edge and H type bracket top flange and horizontal connecting plate, it is connected the first H profile steel lower flange of girder edge and H type bracket bottom wing
One group of bolt of edge and horizontal connecting plate, abut in the first H profile steel beam vertical connecting plate with web side, H type bracket junction
(4) vertical connecting plate and the first H profile steel web and one group of bolt of H type bracket web, are connected；
The second attachment structure be little close post (I-1) and the first H profile steel beam (I-2) bonded by being articulated and connected；Described hinged company
Connect key and include being welded in the upright articulated slab (5) of little close post epimere sidewall and by articulated slab and the web of the first H profile steel beam (I-2)
The one group of bolt being coupled to each other；
The first attachment structure and the second attachment structure are applied orthogonal be connected on a little close post (I-1) respectively
Two the first H profile steel beams (I-2)；
The attachment structure of described steel column (II-1) and the second H profile steel beam (II-2) is and above-mentioned little close post (I-1) and a H equally
Two kinds of attachment structures that section steel beam (I-2) is identical, the first attachment structure and the second attachment structure are applied respectively according to calculating demand
It is being connected on a root type steel column (II-1).
The most according to claim 1 and 2 can the self-assembly formula local-style dwelling houses light-duty combined support framework of industrialized production, its feature
Be, described little close post (I-1) and steel column (II-1) be cross-sectional width be not more than 150mm, often joint weight be not more than 150
Kilogram light-duty rectangular tube；Described first H profile steel beam (I-2) and the second H profile steel beam (II-2) are cross-sectional width and are not more than
200mm, often joint weight are not more than the welding H-bar of 150 kilograms or the H profile steel of rolling or high-frequency welding I-steel.
The most according to claim 1 can the self-assembly formula local-style dwelling houses light-duty combined support framework of industrialized production, it is characterised in that
Described tie-strut (III) is securable structure, the round steel (7) that including flower basket bolt (6), is hooked in flower basket bolt two ends respectively,
Be respectively welded the band steel (8) in round steel outer end, the outer end of band steel by bolt respectively be welded in adjacent two little close posts in diagonal angle
The close post connecting plate (9) of (I-1) top and bottom connects.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620383113.9U CN205742597U (en) | 2016-04-29 | 2016-04-29 | Can the self-assembly formula local-style dwelling houses light-duty combined support framework of industrialized production |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620383113.9U CN205742597U (en) | 2016-04-29 | 2016-04-29 | Can the self-assembly formula local-style dwelling houses light-duty combined support framework of industrialized production |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205742597U true CN205742597U (en) | 2016-11-30 |
Family
ID=57372512
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620383113.9U Active CN205742597U (en) | 2016-04-29 | 2016-04-29 | Can the self-assembly formula local-style dwelling houses light-duty combined support framework of industrialized production |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205742597U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105804271A (en) * | 2016-04-29 | 2016-07-27 | 云南建工钢结构有限公司 | Self-assembly type residential light combined supporting frame capable of being industrially produced |
| CN107355009A (en) * | 2017-09-15 | 2017-11-17 | 云南省建设投资控股集团有限公司 | Steel construction building in the style of the ancients gable and hip roof roofing drift angle post beam crossed node structure |
| CN107386465A (en) * | 2017-09-15 | 2017-11-24 | 云南省建设投资控股集团有限公司 | The post beam crossed node structure of steel construction gable and hip roof building roof modelled after an antique |
| CN108708567A (en) * | 2018-05-19 | 2018-10-26 | 镇江新区固废处置股份有限公司 | A kind of connected support structure for Sewage Disposal house steelframe |
| CN108755955A (en) * | 2018-06-05 | 2018-11-06 | 西南科技大学 | Reinforcement structure between light gauge cold-formed steel shape house longitudinal cross wall |
-
2016
- 2016-04-29 CN CN201620383113.9U patent/CN205742597U/en active Active
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105804271A (en) * | 2016-04-29 | 2016-07-27 | 云南建工钢结构有限公司 | Self-assembly type residential light combined supporting frame capable of being industrially produced |
| CN107355009A (en) * | 2017-09-15 | 2017-11-17 | 云南省建设投资控股集团有限公司 | Steel construction building in the style of the ancients gable and hip roof roofing drift angle post beam crossed node structure |
| CN107386465A (en) * | 2017-09-15 | 2017-11-24 | 云南省建设投资控股集团有限公司 | The post beam crossed node structure of steel construction gable and hip roof building roof modelled after an antique |
| CN107355009B (en) * | 2017-09-15 | 2023-02-24 | 云南省建设投资控股集团有限公司 | Steel construction archaize building roof apex angle post roof beam crossing node structure |
| CN107386465B (en) * | 2017-09-15 | 2023-03-31 | 云南省建设投资控股集团有限公司 | Column-beam intersection node structure of steel structure antique second mountain building roof |
| CN108708567A (en) * | 2018-05-19 | 2018-10-26 | 镇江新区固废处置股份有限公司 | A kind of connected support structure for Sewage Disposal house steelframe |
| CN108755955A (en) * | 2018-06-05 | 2018-11-06 | 西南科技大学 | Reinforcement structure between light gauge cold-formed steel shape house longitudinal cross wall |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205742597U (en) | Can the self-assembly formula local-style dwelling houses light-duty combined support framework of industrialized production | |
| CN102587693B (en) | Two-storey modular villa building and construction method thereof | |
| CN105863067A (en) | Modular low-layer assembling type house system of special-shaped column steel structure | |
| CN1375030A (en) | Frameless building system | |
| CN203097361U (en) | Novel steel structure workshop | |
| CN105804271A (en) | Self-assembly type residential light combined supporting frame capable of being industrially produced | |
| CN202324340U (en) | Combined type large steel-pipe truss | |
| CN107905385A (en) | The assembled arthitecutral structure and method of construction that steel construction is combined with concrete structure | |
| CN106193402A (en) | Girder truss integrated form flooring module and installation method thereof | |
| CN110565941A (en) | PC aluminum formwork system for prefabricated building and construction method thereof | |
| CN110145033A (en) | Assembled assembled house structure | |
| CN111576610B (en) | Aluminum alloy house and building method thereof | |
| CN108612196A (en) | It is complete to fold building | |
| CN201024724Y (en) | Assembled type steel structure fence unit | |
| CN208996190U (en) | A kind of profile steel house | |
| CN109838034A (en) | It is a kind of for assembling the roof structure in house | |
| CN212689321U (en) | Assembled Jinbang board outer wall | |
| CN102561731B (en) | Module constructed one-layer villa and construction method thereof | |
| CN211622736U (en) | Industrial assembled house | |
| CN110984627A (en) | Industrial assembled house | |
| CN218667895U (en) | Integrally-assembled steel structure hanging column system | |
| CN116556571B (en) | Multifunctional irregular curvature comprehensive steel roof structure | |
| CN116556570B (en) | Construction method of combined high-clearance large-span variable-section roof structure | |
| CN202380482U (en) | Building related to triangular supporting structure of open-cut subway station | |
| CN212801920U (en) | Aluminum alloy house |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 650501 Yunnan city of Kunming Province Economic and Technological Development Zone Forest Road No. 188 construction development building Co-patentee after: Yunnan Construction Investment Holding Group Co., Ltd. Patentee after: Yunnan Jian cast steel structure Limited by Share Ltd Address before: 650501 Yunnan city of Kunming Province Economic and Technological Development Zone Forest Road No. 188 construction development building Co-patentee before: Yunnan Construction Investment Holding Group Co., Ltd. Patentee before: Yunnan construction steel structure Limited by Share Ltd |
|
| CP01 | Change in the name or title of a patent holder |