CN204385899U - For connecting roof truss end, the connector of girder steel and enclosure wall and syndeton - Google Patents
For connecting roof truss end, the connector of girder steel and enclosure wall and syndeton Download PDFInfo
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- CN204385899U CN204385899U CN201420764145.4U CN201420764145U CN204385899U CN 204385899 U CN204385899 U CN 204385899U CN 201420764145 U CN201420764145 U CN 201420764145U CN 204385899 U CN204385899 U CN 204385899U
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- plate
- connector
- roof truss
- millimeters
- girder steel
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 73
- 239000010959 steel Substances 0.000 title claims abstract description 73
- 238000005452 bending Methods 0.000 claims abstract description 7
- 238000010079 rubber tapping Methods 0.000 claims description 6
- 238000010276 construction Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 4
- 229910000746 Structural steel Inorganic materials 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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- Roof Covering Using Slabs Or Stiff Sheets (AREA)
Abstract
The utility model provides a kind of for connecting roof truss end, the connector (1) of girder steel and enclosure wall and syndeton, described connector (1) comprises the first plate (10) and the second plate (20), the first end (101) of described first plate (10) and first side (201) of described second plate (20) are integrally formed, and cross section is the bending structure of " ┗ ", and setting at a right angle.Connector provided by the utility model and syndeton, its structure is simple, can firmly roof truss and girder steel be coupled together, and effectively roof truss, girder steel and enclosure wall is effectively linked together by this connector simultaneously.
Description
Technical field
The utility model relates to house technical field, particularly relates to a kind of connector for connecting roof truss, girder steel and enclosure wall and syndeton.
Background technology
At present, integrated house with its short construction period, safe and reliable, environmental pollution is little, the advantage such as handsome in appearance is widely used.So in order to ensure the security and stability of house better, not only its relevant component require good soundness and stability, and the connector between each component, and also requirement will have good stability and connectivity.Such as, the connector between roof truss end and girder steel.
In current integrated house, roof truss end and the connection between girder steel are welded with steel structure girder top girth by angle, one end limb of single L-type angle steel, and other end angle limb is connected by self threading pin with roof truss again; This connects needs Site Welding operation comparatively large, also needs adjustment roof truss interval construction error, comparatively large on construction period impact, increases construction cost; This connector only can be single the girder steel that makes be connected with roof truss, effectively retaining wall can not be connected, if connect and safeguard body of wall, also need to reoffer a L-type angle iron connecting piece by body of wall and girder steel angle, one end limb at L-type angle steel and the lower weld of steel structure girder top flange, another angle limb and wall connecting.This connected mode not only stability and connectivity poor, and cost also high, construction also pretty troublesome.
Utility model content
For the problems referred to above, the purpose of this utility model is to provide a kind of a kind of connector that roof truss and girder steel and retaining wall effectively can be connected and the syndeton thereof that solve the connectivity problem at above each position.
The utility model aspect, provide a kind of connector for connecting roof truss end, girder steel and enclosure wall, described connector comprises the first plate and the second plate, the first end of described first plate and the first side of described second plate are integrally formed, and cross section is the bending structure of " ┗ ", and setting at a right angle; The length of described first plate is greater than the length of described second plate; At the second end place of close described second plate of described first plate, being provided with the through hole for connecting girder steel, at the 4th close relative with the described second end end place of described first plate, being provided with the through hole for connecting enclosure wall; Described second plate is provided with the through hole of the roof truss lower edge for connecting roof truss end position.
Wherein, the diameter of the through hole for connecting enclosure wall that described first plate is arranged is 5 millimeters, and the diameter of the through hole for connecting girder steel that described first plate is arranged is 14 millimeters; The diameter of the through hole of the roof truss lower edge for connecting roof truss end position that described second plate is arranged is 5 millimeters.
Wherein, the described through hole number for connecting enclosure wall is 4, and is configured to two rows, often arranges two and setting at a right angle, and the spacing between two rows is 40 millimeters, and two often in row is 42 millimeters for connecting the spacing of the through hole of enclosure wall.
Wherein, the described through hole for connecting girder steel is two, and spacing is 70 millimeters.
Wherein, the number of the described through hole for connecting roof truss is 8, and is configured to two rows, often arranges 4, and the spacing between two rows is 25 millimeters; Often in row, four through holes for the roof truss lower edge connecting roof truss end position are evenly arranged, and spacing is 30 millimeters.
Wherein, the length of the first end of described first plate is 305 millimeters, and the length of the second end of described first plate is 100 millimeters, and thickness is 1.6 millimeters; The length of the first side of described second plate is 160 millimeters, and thickness is 1.6 millimeters.
Another aspect of the present utility model, provide a kind of syndeton connecting roof truss end, girder steel and enclosure wall, described syndeton comprises above-mentioned connector, and described girder steel is fixedly connected with the first plate of described connector at the second end place of close described second plate of described first plate of described connector; Described enclosure wall is fixedly connected with the first plate of described connector at the close 4th end place relative with described second end of described first plate of described connector; The roof truss lower edge of described roof truss end is fixedly connected with the second plate of described connector.
Wherein, described girder steel is provided with and the described connecting hole corresponding for the through hole connecting girder steel, described girder steel, by the cooperation of screw bolt and nut, is fixedly connected with the first plate of described connector at the second end place of close described second plate of described first plate of described connector; Flitch on described enclosure wall is by tapping screw being fixedly connected with the first plate of described connector near the 4th end place relative with described second end at described first plate; Described roof truss end is fixedly connected with the second plate of described connector by tapping screw.
The connector of roof truss provided by the utility model and girder steel, structure is simple, can firmly roof truss and girder steel be coupled together, and effectively roof truss, girder steel and enclosure wall is effectively linked together by this connector simultaneously.By this connector, the vertical force suffered by roof truss and lateral force can be passed to girder steel effectively, make steel house, such as the steel house of cold bending thin wall type, stressed more clear.Connector connectivity provided by the utility model is good, can increase the stability of steel house well.
Accompanying drawing explanation
To be incorporated in manual and the accompanying drawing forming a part for manual shows embodiment of the present utility model, and together with the description for explaining principle of the present utility model.In the drawings, similar Reference numeral is used for key element like representation class.Accompanying drawing in the following describes is embodiments more of the present utility model, instead of whole embodiment.For those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawing can be obtained according to these accompanying drawings.
Fig. 1 illustrates the structural representation according to the connector for connecting roof truss, girder steel and enclosure wall of the present utility model;
Fig. 2 illustrates the top view according to the connector for connecting roof truss, girder steel and enclosure wall of the present utility model;
Fig. 3 illustrates the front view according to the connector for connecting roof truss, girder steel and enclosure wall of the present utility model;
Fig. 4 illustrates the schematic diagram according to the syndeton for connecting roof truss, girder steel and enclosure wall of the present utility model.
Detailed description of the invention
For making the object of the utility model embodiment, technical scheme and advantage clearly, below in conjunction with the accompanying drawing in the utility model embodiment, technical scheme in the utility model embodiment is clearly and completely described, obviously, described embodiment is the utility model part embodiment, instead of whole embodiments.Based on the embodiment in the utility model, those of ordinary skill in the art are not making the every other embodiment obtained under creative work prerequisite, all belong to the scope of the utility model protection.It should be noted that, when not conflicting, the embodiment in the application and the feature in embodiment can be combined mutually.
Basic thought of the present utility model is, provides a kind of connector for connecting roof truss, girder steel and enclosure wall and syndeton thereof.Wherein, connector comprises the first plate and the second plate, first plate and the second plate are integrally formed, be rectangle structure, the length of the first plate is greater than the length of the second plate, first plate is provided with the through hole for connecting enclosure wall and the through hole for being connected girder steel, the second plate is provided with the through hole for connecting roof truss end.Connector provided by the utility model is applicable to any operable steel house.Especially, cold bending thin wall light steel structure house is applicable to.
Be described in detail according to connector of the present utility model and syndeton thereof below in conjunction with accompanying drawing.
Fig. 1 illustrates the structural representation of the connector for connecting roof truss, girder steel and enclosure wall provided by the utility model.As shown in Figure 1, connector 1 comprises the first plate 10 and the second plate 20, and wherein, the first plate 10 and the second plate 20 are integrally formed, and cross section is the bending structure of " ┗ ", and setting at a right angle.Wherein, the first plate 10 and the second plate 20 are rectangular plate-like structure, and the length of the first plate 10 is greater than the length of the second plate 20.
As shown in Figure 2, Fig. 2 illustrates the top view of the connector for connecting roof truss, girder steel and enclosure wall.In Fig. 2, generally illustrate the first plate 10 of connector 1.First plate 10 comprises first end 101, three end 103, second end 102 relative with first end 101, and four end 104 relative with the second end.Wherein, the length of first end 101 is identical with the length of the 3rd end 103, is 305 millimeters.The length of the second end 102 is identical with the length of the 4th end, is 100 millimeters.
As shown in Figure 3, Fig. 3 illustrates the front view of the connector for connecting roof truss, girder steel and enclosure wall.The second plate 20 of connector 1 is generally illustrated in Fig. 3.Second plate 20 comprises the first side 201 be connected with the first end 101 of the first plate 10, the opposite side relative with the first side 201, the second side 202 and the opposite side relative with the second side 202.First side 201 and the second side 202 setting at a right angle.The length of the first side 201 is identical with the length of opposite side corresponding thereto, is 160 millimeters.The length of the second side 202 is identical with the length of opposite side corresponding thereto, is 70 millimeters.Wherein, the first end 101 of the first plate 10 and the first side 201 of the second plate 20 are integrally formed, and cross section is the bending structure of " ┗ ", and setting at a right angle.
Thickness for the connector 1 connecting roof truss, girder steel and enclosure wall can be set to 1.6 millimeters, or the size that can be suitable for arbitrarily of more than 1.6 millimeters.In actual application, can arrange corresponding thickness as required, it also can arrange respective length and width as required.
Known for the connector connecting roof truss, girder steel and enclosure wall shown in composition graphs 1 to Fig. 3, at second end 102 place near the first plate 20 of the first plate 10, be provided with two for connecting girder steel, such as steel I-beam, through hole 110, diameter is 14 millimeters, two for connect girder steel through hole 110 between spacing t1 be 70 millimeters, be 40 millimeters near the distance t2 of through hole distance second end 102 of the second end 102.
At relative four end 104 place of the close of the first plate 10 with the second end 102 of the second plate 20, be provided with four for connecting the through hole 111 of enclosure wall.Four through holes two are arranged and are arranged, and often arrange two and setting at a right angle.Spacing t5 wherein between two rows is 40 millimeters, and the spacing t3 of two through holes often in row is 42 millimeters.The distance t4 of through hole distance the 4th end 104 of close 4th end 104 is 20 millimeters.Through hole 111 bore dia is 5 millimeters.
Second plate 20 is provided with 8 for connecting the through hole 210 of roof truss.Become two rows to arrange, often arrange four.Spacing t8 between two rows is 25 millimeters, and often in row, four are evenly arranged for the through hole connecting roof truss, and spacing t6 is 30 millimeters.The distance of the distance t6 of through hole distance the second side 202 near the second side 202 is 35 millimeters.
Above-mentioned this spacing and the setting in aperture, more firmly can be coupled together roof truss, girder steel and enclosure wall by the connector for connecting roof truss, girder steel and enclosure wall provided by the utility model.Particularly in cold formed steel structure house, the connection of cold formed steel structure roof truss, girder steel and cold formed steel structure enclosure wall, adopts connector provided by the utility model, and connectivity is better, more firmly.
Fig. 4 illustrates syndeton schematic diagram provided by the utility model, that is, by the connector for connecting roof truss, girder steel and enclosure wall provided by the utility model, connect the syndeton schematic diagram of roof truss, girder steel and enclosure wall.Wherein, girder steel can be steel I-beam.In the diagram, steel I-beam 2 is fixedly connected with the first plate 10 of connector 1 at second end 102 place near the second plate 20 of the first plate 10 of connector 1; Enclosure wall 3 is fixedly connected with the first plate 10 of connector 1 at close 4th end 104 place relative with the second end 102 of the first plate 10 of connector 1; The roof truss lower edge of roof truss end 5 is fixedly connected with the second plate 20 of described connector 1.Specifically, steel I-beam 2 is provided with the connecting hole corresponding to the through hole 110 for connecting steel I-beam, steel I-beam 2, by the cooperation of screw bolt and nut, is fixedly connected with the first plate 10 of connector 1 at second end 102 place near the second plate 20 of the first plate 10 of connector 1; Flitch 4 on enclosure wall 3 is by tapping screw being fixedly connected with the first plate 10 of connector 1 near the 4th end 104 place relative with the second end 102 at the first plate 10; Roof truss end 5 is fixedly connected with the second plate 20 of connector 1 by tapping screw.
By the vibrational power flow of connector and the setting in above-mentioned this spacing and aperture, can by the connector for connecting roof truss, girder steel and enclosure wall provided by the utility model, and corresponding syndeton, roof truss end, steel I-beam and enclosure wall can be linked together effectively, effectively roofing vertical force and body of wall lateral force can be passed to girder steel simultaneously, make the stressed clear and definite of building structure, integrated connection is more stable.
Above-described content can combine enforcement individually or in every way, and these variant are all within protection domain of the present utility model.
It should be noted that, in this article, term " comprises ", " comprising " or its any other variant are intended to contain comprising of nonexcludability, thus make to comprise the article of a series of key element or equipment not only comprises those key elements, but also comprise other key elements clearly do not listed, or also comprise by this article or the intrinsic key element of equipment.When not more restrictions, the key element limited by statement " comprising ... ", and be not precluded within the article or equipment comprising described key element and also there is other identical element.
Above embodiment only in order to the technical solution of the utility model and unrestricted to be described, has only been described in detail the utility model with reference to preferred embodiment.Those of ordinary skill in the art should be appreciated that and can modify to the technical solution of the utility model or equivalent replacement, and does not depart from the spirit and scope of technical solutions of the utility model, all should be encompassed in the middle of right of the present utility model.
Claims (8)
1. one kind for connecting the connector (1) of roof truss end, girder steel and enclosure wall, it is characterized in that, described connector (1) comprises the first plate (10) and the second plate (20), the first end (101) of described first plate (10) and first side (201) of described second plate (20) are integrally formed, and cross section is the bending structure of " ┗ ", and setting at a right angle; The length of described first plate (10) is greater than the length of described second plate (20); At the second end (102) place of close described second plate (20) of described first plate (10), be provided with the through hole (110) for connecting girder steel, at the 4th close relative with described second end (102) end (104) place of described first plate (10), be provided with the through hole (111) for connecting enclosure wall; Described second plate (20) is provided with the through hole (210) of the roof truss lower edge for connecting roof truss end position.
2. connector as claimed in claim 1, it is characterized in that, the upper diameter for the through hole (111) connecting enclosure wall arranged of described first plate (10) is 5 millimeters, and the upper diameter for the through hole (110) connecting girder steel arranged of described first plate (10) is 14 millimeters; The diameter of the through hole (210) of the upper roof truss lower edge for connecting roof truss end position arranged of described second plate (20) is 5 millimeters.
3. connector as claimed in claim 2, it is characterized in that, described through hole (111) number for connecting enclosure wall is 4, and be configured to two rows, often arrange two and setting at a right angle, spacing between two rows is 40 millimeters, and two often in row is 42 millimeters for connecting the spacing of the through hole of enclosure wall.
4. connector as claimed in claim 2, it is characterized in that, the described through hole (110) for connecting girder steel is two, and spacing is 70 millimeters.
5. connector as claimed in claim 2, it is characterized in that, the number of the described through hole (210) for connecting roof truss is 8, and is configured to two rows, often arranges 4, and the spacing between two rows is 25 millimeters; Often in row, four through holes for the roof truss lower edge connecting roof truss end position are evenly arranged, and spacing is 30 millimeters.
6., as the connector as described in arbitrary in claim 3-5, it is characterized in that, the length of the first end of described first plate (10) is 305 millimeters, and the length of the second end of described first plate is 100 millimeters, and thickness is 1.6 millimeters; The length of the first side of described second plate is 160 millimeters, and thickness is 1.6 millimeters.
7. one kind for connecting the syndeton of roof truss end, girder steel and enclosure wall, it is characterized in that, described syndeton comprise as arbitrary in claim 1-6 as described in connector (1), described girder steel (2) is fixedly connected with first plate (10) of described connector (1) at the second end (102) place of close described second plate (20) of described first plate (10) of described connector (1); Described enclosure wall (3) is fixedly connected with first plate (10) of described connector (1) at close 4th end (104) place relative with described second end (102) of described first plate (10) of described connector (1); The roof truss lower edge of described roof truss end (5) is fixedly connected with second plate (20) of described connector (1).
8. syndeton as claimed in claim 7, it is characterized in that, described girder steel (2) is provided with connecting hole corresponding with the described through hole (110) for being connected girder steel, described girder steel (2), by the cooperation of screw bolt and nut, is fixedly connected with first plate (10) of described connector (1) at the second end (102) place of close described second plate (20) of described first plate (10) of described connector (1); Flitch (4) on described enclosure wall (3) is by tapping screw being fixedly connected with first plate (10) of described connector (1) near the 4th end (104) place relative with described second end (102) described first plate (10); Described roof truss end (5) is fixedly connected with second plate (20) of described connector (1) by tapping screw.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420764145.4U CN204385899U (en) | 2014-12-05 | 2014-12-05 | For connecting roof truss end, the connector of girder steel and enclosure wall and syndeton |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420764145.4U CN204385899U (en) | 2014-12-05 | 2014-12-05 | For connecting roof truss end, the connector of girder steel and enclosure wall and syndeton |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204385899U true CN204385899U (en) | 2015-06-10 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420764145.4U Expired - Fee Related CN204385899U (en) | 2014-12-05 | 2014-12-05 | For connecting roof truss end, the connector of girder steel and enclosure wall and syndeton |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204385899U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105275116A (en) * | 2015-11-26 | 2016-01-27 | 沈阳建筑大学 | Light inner wall and steel beam connection structure with self-tapping screws |
-
2014
- 2014-12-05 CN CN201420764145.4U patent/CN204385899U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105275116A (en) * | 2015-11-26 | 2016-01-27 | 沈阳建筑大学 | Light inner wall and steel beam connection structure with self-tapping screws |
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Legal Events
| 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: 20150610 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |