CN203782874U - Support assembly for light steel residence - Google Patents
Support assembly for light steel residence Download PDFInfo
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- CN203782874U CN203782874U CN201420097516.8U CN201420097516U CN203782874U CN 203782874 U CN203782874 U CN 203782874U CN 201420097516 U CN201420097516 U CN 201420097516U CN 203782874 U CN203782874 U CN 203782874U
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Abstract
The utility model provides a support assembly for a light steel residence. The support assembly comprises vertically-placed C-shaped steel beam columns, a ring beam and steel floor beams, wherein the ring beam is fixedly connected with the C-shaped steel beam columns, and the steel floor beams are placed above the ring beam and fixedly connected with the C-shaped steel beam columns; rectangular holes are formed in the middle of an abdominal wall of each C-shaped steel beam column, and clamping blocks are arranged on inner edges of two sides of each rectangular hole in the length direction of each abdominal wall respectively; first holes which are flat and long holes are formed in middle parts of upper and lower bottom surfaces of the ring beam and arranged in width directions of the upper and lower bottom surfaces; an abdominal wall of each steel floor beam comprises a plurality of first holes and multiple groups of first mounting holes, the first holes are formed in the middle of each abdominal wall, and the first mounting holes are formed in areas between every two adjacent first holes and areas on two sides of each abdominal wall; and the clamping blocks are clamped with the first holes. According to the support assembly, the C-shaped steel beam columns, the ring beam and the steel floor beams can be positioned and fixed rapidly, the construction efficiency is high, the structural strength is high, and modular production and mounting can be realized.
Description
Technical field
The utility model belongs to construction steel structure field, relates in particular to a kind of supporting component of light steel house.
Background technology
Because light gauge cold-formed steel shape structure has from heavy and light, anti-seismic performance is good, can produce by large industrialized, be conducive to the industrialization of building construction, and there is short construction period, the series of advantages such as overall efficiency is good, be widely used in low residential building, especially the building construction in developed country area.Existing cold bending thin wall type building structure adopts real abdomen type C shaped steel as post and beam structure more, real abdomen type C shaped steel column adopts U-shaped steel as horizontal connection conventionally up and down, middle part laterally connects and needs Disjunction type perforate, the steel post of two-layer above building needs to disconnect, floor beam transition by two-layer centre connects, its mechanical property is undesirable, and processing and the workload of installing are also larger.Fixed form is generally tap bolt or welding, and a large amount of bolts causes installation efficiency lower, and cost is higher, and Site Welding also work efficiency is lower, and precision is not enough; Shaped steel generally lacks versatility, and modularization is low.
Summary of the invention
Technical problem to be solved in the utility model is, a kind of supporting component of light steel house is provided, can realizes C steel pier, collar tie beam, steel floor beam are located fast and fixed, efficiency of construction is high, structural strength is high, can realize modularization and produce and install.
In order to solve the problems of the technologies described above, the utility model provides a kind of supporting component of light steel house, it is characterized in that, comprise C steel pier, the collar tie beam being fixedly connected with described C steel pier and the steel floor beam that is placed on described collar tie beam top and is fixedly connected with described C steel pier of vertical placement; Described C steel pier, comprises stomach wall and the sidewall being connected with described stomach wall width both sides respectively, the inside bending of exterior rim of described sidewall; The stomach wall middle part of described C steel pier offers slot, and described slot is respectively equipped with fixture block along the both sides inner edge of described stomach wall length direction; Described collar tie beam comprises the light steel tube body that the cross section that consists of upper and lower bottom surface and left and right side is square; Middle part, described upper and lower bottom surface is equipped with the first hole slot, and described the first hole slot is prolate shape hole, along described upper and lower bottom width direction, arranges; Described steel floor beam comprises stomach wall and the sidewall being connected with described stomach wall width both sides respectively; The stomach wall of described steel floor beam comprises a plurality of the first holes that are arranged at described stomach wall middle part, and some groups of the first installing holes that are arranged at respectively region and described stomach wall two side areas between every two adjacent described the first holes; Described fixture block and described the first hole slot engagement connection.
As the improvement of technique scheme, the stomach wall of described C steel pier offers the second installing hole of some and described the first installing hole pairing; Described steel floor beam is fixedly connected with described C steel pier with bolt with the second installing hole by described the first installing hole.
As the improvement of technique scheme, the stomach wall width both sides of described C steel pier are respectively equipped with for the second symmetrical hole slot of wallboard suspension member is installed, and described the second hole slot is prolate shape hole, along described stomach wall length direction, arrange.
As the improvement of technique scheme, on the sidewall of described C steel pier, also offer some for connect the 3rd installing hole of steel grade beam in bolt.
As the improvement of technique scheme, the abdominal wall surface of described C steel pier is suppressed with inwardly recessed reinforcing rib region; Described reinforcing rib region is between adjacent two slots of stomach wall length direction and one time punching molded between slot and stomach wall width both side edges, and is interconnected.Further, described slot, the second hole slot, the second installing hole, the 3rd installing hole, reinforcing rib region are all one time punching molded by certain modulus spacing; Described stomach wall and sidewall are respectively equipped with the reference line of cutting apart that is used to indicate described modulus spacing.
As the improvement of technical solutions of the utility model, the upper and lower bottom surface of described collar tie beam also offers the second hole that is positioned at middle part, and lays respectively at the 3rd hole slot of both sides; Described the 3rd hole slot is prolate shape hole, along described upper and lower bottom surface length direction, arranges; Described the first hole slot, the second hole, the 3rd hole slot are all one time punching molded by certain modulus spacing.
As the improvement of technical solutions of the utility model, between every two adjacent described the first holes on described steel floor soffit of girder wall, both sides, region are also provided with symmetrical hole clipping.
Further, the abdominal wall surface of described steel floor beam is suppressed with inwardly recessed reinforcing rib region; Described reinforcing rib region is one time punching molded except described installing hole and region, hole clipping position on stomach wall, and is interconnected.Further, described the first hole, the first installing hole, hole clipping, reinforcing rib region are all one time punching molded by certain modulus spacing; Described stomach wall is provided with the reference line of cutting apart that is used to indicate described modulus spacing.
The supporting component of implementing the light steel house of the utility model kind, compared with prior art, has following beneficial effect:
(1) the utility model is by the slot on C steel pier stomach wall, collar tie beam can pass beam-column, and utilize corresponding the first hole slot engagement connection on fixture block and collar tie beam, can realize collar tie beam is located fast and fixed, greatly reduce range finding positioning process when beam-column is installed, collar tie beam and even steel floor depth of beam can determine fast and accurately, and two-layer above building, without beam-column is disconnected, has avoided causing after disconnecting the phenomenon of the mechanical property deficiency of transition connecting portion;
(2) the utility model, can be for fixing special-purpose wallboard suspension member by the second hole slot on C steel pier stomach wall, and inside and outside wall board can be located fast and is fixed on C steel pier member by suspension member, greatly improves installation efficiency; When Cast-in-situs type wall construction, elongated hole is compared bolt can provide more powerful pulling force for suspension member and inside and outside wall board, makes wallboard can replace template, removes the work of a form removal from, has saved a large amount of labours and material;
(3) the utility model is by the installing hole on C steel pier stomach wall and sidewall, can make steel floor beam behind location, steel grade beam, suspension member etc. carry out further fastening, guarantees the stability of whole steel structure of housing system;
(4) the utility model is by C steel pier stomach wall, in steel floor soffit of girder wall design reinforcing rib region, and collar tie beam is the design of square structure, effectively strengthen the structural strength of each member self, and then improved supporting capacity and the impact resistance of supporting component;
(5) the utility model is by slot, the first hole of steel floor beam, second hole of collar tie beam of C steel pier, can water heating, electric line passes, without separately establishing spool layer, spool is easy for installation, when Cast-in-situs type body of wall, flooring construction, be also convenient to concrete circulation, concrete is filled in each component inside, guarantee concreting reliability, greatly strengthen the resistant to rust ability of each member simultaneously; In addition, slot, the first hole, the second hole can make the biography of body of wall and flooring cold, heat transfer and acoustic path increase, improve body of wall and flooring every cold, heat insulation and soundproof effect;
(6) the utility model is by the design of the first hole of steel floor beam, and the vertical external force that can disperse floor to provide, is subject to the vibration after external force and can effectively weaken steel floor beam; Can also alleviate member own wt, thereby alleviate the pressure to C steel pier, save material and cost simultaneously;
(7) each member of the present utility model all adopts modularization design, processing simple and fast, is applicable to industrial production, makes story height, door and window, wallboard size and flooring size implementation specification simultaneously, each member also can, by the multiple adjustment of modulus, have very strong flexibility.
Accompanying drawing explanation
In order to be illustrated more clearly in the technical scheme of the utility model embodiment, below the accompanying drawing to embodiment is briefly described.
Fig. 1 is the structural representation of an embodiment of the supporting component of a kind of light steel house of the utility model;
Fig. 2 is the structural representation of C steel pier in Fig. 1 embodiment;
Fig. 3 is the structural representation of Fig. 1 embodiment Girth;
Fig. 4 is the structural representation of steel floor beam in Fig. 1 embodiment;
Fig. 5 is the structural representation of C steel pier and collar tie beam assembling in Fig. 1 embodiment.
The specific embodiment
Below in conjunction with accompanying drawing, further describe the specific embodiment of the present utility model.
As shown in Figure 1, one embodiment of the supporting component of a kind of light steel house of the utility model, comprises C steel pier 1, the collar tie beam 2 being fixedly connected with described C steel pier 1 and the steel floor beam 3 that is placed on described collar tie beam 2 tops and is fixedly connected with described C steel pier 1 of vertical placement.
As shown in Figure 2, described C steel pier 1, comprises stomach wall 11 and the sidewall 12 being connected with described stomach wall 11 width both sides respectively, the inside bending of exterior rim of described sidewall 12; Stomach wall 11 middle parts of described C steel pier 1 offer slot 13, and described slot 13 is respectively equipped with fixture block 14 along the both sides inner edge of described stomach wall 11 length directions; Fixture block 14 is one-body molded with stomach wall 11 or be fixedly connected with, for example, can be the tip of advancing by leaps and bounds in slot 13 inner edge moulding.Concrete, two described fixture blocks 14 are symmetrical and be positioned on the center line of described stomach wall 11 each other, with guarantee C steel pier 1 stressed evenly, stability while improving overlap joint, prevents the generation of security hidden trouble.Correspondingly, as shown in Fig. 3, Fig. 5, described collar tie beam 2 comprises the light steel tube body that the cross section that consists of upper and lower bottom surface and left and right side is square; Middle part, described upper and lower bottom surface is equipped with the first hole slot 21, and described the first hole slot 21 is prolate shape hole, along described upper and lower bottom width direction, arranges.During concrete enforcement, by the slot 13 on C steel pier stomach wall 11, collar tie beam 2 can pass C steel pier 1, and utilize corresponding the first hole slot 21 engagement connections on fixture block 14 and collar tie beam, can realize collar tie beam 2 is located fast and fixed, greatly reduce range finding positioning process when C steel pier 1 is installed, the height of collar tie beam 2 and even steel floor beam 3 can be determined fast and accurately, two-layer above building, without C steel pier 1 is disconnected, has avoided causing after disconnecting the phenomenon of the mechanical property deficiency of transition connecting portion.
As shown in Figure 4, described steel floor beam 3 comprises stomach wall 31 and the sidewall 32 being connected with described stomach wall 31 width both sides respectively; The stomach wall 31 of described steel floor beam 3 comprises a plurality of the first holes 33 that are arranged at described stomach wall 31 middle parts, and some groups of the first installing holes 34 that are arranged at respectively region and described stomach wall 31 two side areas between every two adjacent described the first holes 33; Correspondingly, the stomach wall 11 of described C steel pier 1 offers the second installing hole 15 of some and described the first installing hole 34 pairings; Described steel floor beam 3 is fixedly connected with described C steel pier 1 with the second installing hole 15 use bolts by described the first installing hole 34.During concrete enforcement, after C steel pier 1 is fixedly connected with collar tie beam 2, between two collar tie beams 2, overlap steel floor beam 3, above the collar tie beam 2 behind permanent position, place steel floor beam 3, steel floor beam 3 stomach walls 31 just can be realized to location by being attached on C steel pier 1 stomach wall 11, the lengthwise position of Mobile steel floor beam 3 makes the first installing hole 34 corresponding with the second installing hole 15, with bolt, connects.Like this, mode with bolts, while having avoided adopting Site Welding mode, erecting bed power supply causes invisible potential safety hazard, has improved installation rate simultaneously.In addition, described the first hole 33 is designed to square, can certainly be triangle, rhombus, other arbitrary shape such as trapezoidal, when steel floor beam is subject to the vertical external force from floor, this first hole 33 disperses vertical external force along the first hole 33 both sides, and can effectively weaken the vibration that steel floor beam 3 is subject to after external force; Can also alleviate member own wt, thereby alleviate the pressure to C steel pier 1, save material and cost simultaneously.
As shown in Figure 2, more preferably, the stomach wall 11 width both sides of described C steel pier 1 are respectively equipped with for the second symmetrical hole slot 16 of wallboard suspension member is installed, and described the second hole slot 16 is prolate shape hole, along described stomach wall 11 length direction settings.During concrete enforcement, inside and outside wall board can be located fast and is fixed on C steel pier 1 by suspension member, greatly improves installation efficiency; When Cast-in-situs type wall construction, elongated hole is compared bolt can provide more powerful pulling force for suspension member and inside and outside wall board, makes wallboard can replace template, removes the work of a form removal from, has saved a large amount of labours and material.
As shown in Figure 2, more preferably, the sidewall 11 of described C steel pier 1 is provided with some for connect the 3rd installing hole 17 of steel grade beam in bolt; During concrete enforcement, by the second installing hole 15 on C steel pier stomach wall 11 and sidewall 12 and the 3rd installing hole 17, can make steel floor beam behind location, steel grade beam, suspension member etc. carry out further fastening, guarantee the stability of whole steel structure of housing system.
As shown in Figure 4, more preferably, between every two adjacent described the first holes 33 on described steel floor beam 3 stomach walls 31, both sides, region are also provided with symmetrical hole clipping 35, and this hole clipping can be used for connecting fast keel, improve the flexibility of steel floor beam 3 application.
As shown in Figure 2, Figure 4 shows, more preferably, stomach wall 11 surfaces of described C steel pier 1 and stomach wall 31 surfaces of described steel floor beam 3 are all suppressed with inwardly recessed reinforcing rib region 18,36, thereby effectively improve the structural strength of C steel pier 1 and steel floor beam 3.It should be noted that, it is the angle towards inner surface from the external surface of stomach wall 11,31 that reinforcing rib region 18,36 caves inward, the angle of the inner space surrounding from stomach wall 11,31 and both sides sidewall 12,32, reinforcing rib region 18,36 is to internal protrusion.Further, the reinforcing rib region 18 of described C steel pier 1 is at continuous punch forming between adjacent two slots 13 of stomach wall 11 length directions and between slot 13 and stomach wall 11 width both side edges, and is interconnected.The reinforcing rib region 36 of described steel floor beam 3 is one time punching molded except described installing hole 34 and hole clipping 35 regions, position on stomach wall 31, and is interconnected.Reinforcing rib region 18,36 continuous punch formings of abdominal wall surface indent, and be interconnected, more effectively increase the rigidity of C steel pier 1 and steel floor beam 3, and played the effect that beautifies this component surface.
As shown in Figure 3, more preferably, the upper and lower bottom surface of described collar tie beam 2 also offers the second hole 22 that is positioned at middle part, and lays respectively at the 3rd hole slot 23 of both sides; Described the 3rd hole slot 23 is prolate shape hole, along described upper and lower bottom surface length direction, arranges; During concrete enforcement, this second hole 22 can facilitate concrete to flow into component inside, greatly the resistant to rust ability of reinforcement; As shown in Figure 3, the 3rd hole slot 23 can be used for connecting special-purpose corner brace, makes collar tie beam 2 have very strong versatility, can serve as the functions such as floor beam, carling's door and window, door and window joist, simple and easy wall column and use.For example, when collar tie beam 2 is vertically mounted on horizontal girder steel element as simple and easy wall column, by the 3rd hole slot 23 and special-purpose corner brace, can locate fast and temporary fixed collar tie beam, fastening collar tie beam 2 as further in need, only need, laterally on girder steel element, corresponding bolt being installed, on collar tie beam, without erection bolt, greatly improve installation efficiency, certainly, can also adopt welding, willow to connect mode carries out fastening on horizontal girder steel element.
Also it should be noted that, the utility model passes through the slot 13 of C steel pier 1, the second hole 22 of the first hole 33 of steel floor beam 3, collar tie beam 2, can water heating, electric line passes, without separately establishing spool layer, spool is easy for installation, when Cast-in-situs type body of wall, flooring construction, also be convenient to concrete circulation, concrete is filled in each component inside, guarantee concreting reliability, greatly strengthen the resistant to rust ability of each member simultaneously; In addition, slot 13, the first hole 33, the second hole 22 can make the biography of body of wall and flooring cold, heat transfer and acoustic path increase, improve body of wall and flooring every cold, heat insulation and soundproof effect.
The slot 13 of described C steel pier 1, the second hole slot 16, the second installing hole 15, the 3rd installing hole 17, reinforcing rib region 18, the first hole 33 of described steel floor beam 3, the first installing hole 34, hole clipping 35, reinforcing rib region 36, the first hole slot 21 of described collar tie beam 2, the second hole 22, the 3rd hole slot 23 is all one time punching molded by certain modulus spacing, processing simple and fast, be applicable to industrial production, make story height simultaneously, door and window, wallboard size and flooring size implementation specification, each member also can be by the multiple adjustment of modulus, there is very strong flexibility.In addition, for the ease of workman, according to on-the-spot bonding state, beam-column is divided into the length of standard, for example, on the stomach wall 11 of described C steel pier 1 and sidewall 12, be respectively equipped be used to indicate described modulus spacing cut apart reference line 19, on the stomach wall 31 of described steel floor beam 3, be provided be used to indicate described modulus spacing cut apart reference line 37, thereby further improve installation effectiveness.
Above disclosed is only preferred embodiment of the present utility model, certainly can not limit with this interest field of the utility model, and the equivalent variations of therefore doing according to the utility model claim, still belongs to the scope that the utility model is contained.
Claims (10)
1. a supporting component for light steel house, is characterized in that, comprises C steel pier, the collar tie beam being fixedly connected with described C steel pier and the steel floor beam that is placed on described collar tie beam top and is fixedly connected with described C steel pier of vertical placement;
Described C steel pier, comprises stomach wall and the sidewall being connected with described stomach wall width both sides respectively, the inside bending of exterior rim of described sidewall; The stomach wall middle part of described C steel pier offers slot, and described slot is respectively equipped with fixture block along the both sides inner edge of described stomach wall length direction;
Described collar tie beam comprises the light steel tube body that the cross section that consists of upper and lower bottom surface and left and right side is square; Middle part, described upper and lower bottom surface is equipped with the first hole slot, and described the first hole slot is prolate shape hole, along described upper and lower bottom width direction, arranges;
Described steel floor beam comprises stomach wall and the sidewall being connected with described stomach wall width both sides respectively; The stomach wall of described steel floor beam comprises a plurality of the first holes that are arranged at described stomach wall middle part, and some groups of the first installing holes that are arranged at respectively region and described stomach wall two side areas between every two adjacent described the first holes;
Described fixture block and described the first hole slot engagement connection.
2. supporting component as claimed in claim 1, is characterized in that, the stomach wall of described C steel pier offers the second installing hole of some and described the first installing hole pairing; Described steel floor beam is fixedly connected with described C steel pier with bolt with the second installing hole by described the first installing hole.
3. supporting component as claimed in claim 2, is characterized in that, the stomach wall width both sides of described C steel pier are respectively equipped with for the second symmetrical hole slot of wallboard suspension member is installed, and described the second hole slot is prolate shape hole, along described stomach wall length direction, arranges.
4. supporting component as claimed in claim 3, is characterized in that, also offers some for connect the 3rd installing hole of steel grade beam in bolt on the sidewall of described C steel pier.
5. supporting component as claimed in claim 4, is characterized in that, the abdominal wall surface of described C steel pier is suppressed with inwardly recessed reinforcing rib region; Described reinforcing rib region is between adjacent two slots of stomach wall length direction and one time punching molded between slot and stomach wall width both side edges, and is interconnected.
6. supporting component as claimed in claim 5, is characterized in that, described slot, the second hole slot, the second installing hole, the 3rd installing hole, reinforcing rib region are all one time punching molded by certain modulus spacing; Described stomach wall and sidewall are respectively equipped with the reference line of cutting apart that is used to indicate described modulus spacing.
7. supporting component as claimed in claim 1, is characterized in that, the upper and lower bottom surface of described collar tie beam also offers the second hole that is positioned at middle part, and lays respectively at the 3rd hole slot of both sides; Described the 3rd hole slot is prolate shape hole, along described upper and lower bottom surface length direction, arranges; Described the first hole slot, the second hole, the 3rd hole slot are all one time punching molded by certain modulus spacing.
8. supporting component as claimed in claim 1, is characterized in that, between every two adjacent described the first holes on described steel floor soffit of girder wall, both sides, region are also provided with symmetrical hole clipping.
9. supporting component as claimed in claim 8, is characterized in that, the abdominal wall surface of described steel floor beam is suppressed with inwardly recessed reinforcing rib region; Described reinforcing rib region is one time punching molded except described installing hole and region, hole clipping position on stomach wall, and is interconnected.
10. supporting component as claimed in claim 9, is characterized in that, described the first hole, the first installing hole, hole clipping, reinforcing rib region are all one time punching molded by certain modulus spacing; Described stomach wall is provided with the reference line of cutting apart that is used to indicate described modulus spacing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420097516.8U CN203782874U (en) | 2014-03-05 | 2014-03-05 | Support assembly for light steel residence |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420097516.8U CN203782874U (en) | 2014-03-05 | 2014-03-05 | Support assembly for light steel residence |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203782874U true CN203782874U (en) | 2014-08-20 |
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ID=51319076
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420097516.8U Expired - Fee Related CN203782874U (en) | 2014-03-05 | 2014-03-05 | Support assembly for light steel residence |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203782874U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2016004887A1 (en) * | 2014-07-10 | 2016-01-14 | 广东合力建造科技有限公司 | Lightweight steel structure residential framework system |
| CN108729543A (en) * | 2018-07-31 | 2018-11-02 | 巩俊贤 | A kind of mounting assembly and its building for building |
| CN109190298A (en) * | 2018-09-30 | 2019-01-11 | 中民筑友科技投资有限公司 | Hole processing method, device, system and storage medium based on assembled architecture |
-
2014
- 2014-03-05 CN CN201420097516.8U patent/CN203782874U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2016004887A1 (en) * | 2014-07-10 | 2016-01-14 | 广东合力建造科技有限公司 | Lightweight steel structure residential framework system |
| CN108729543A (en) * | 2018-07-31 | 2018-11-02 | 巩俊贤 | A kind of mounting assembly and its building for building |
| CN109190298A (en) * | 2018-09-30 | 2019-01-11 | 中民筑友科技投资有限公司 | Hole processing method, device, system and storage medium based on assembled architecture |
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| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140820 Termination date: 20200305 |
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| CF01 | Termination of patent right due to non-payment of annual fee |