CN204804375U - Novel steel construction is connected device - Google Patents
Novel steel construction is connected device Download PDFInfo
- Publication number
- CN204804375U CN204804375U CN201520362312.7U CN201520362312U CN204804375U CN 204804375 U CN204804375 U CN 204804375U CN 201520362312 U CN201520362312 U CN 201520362312U CN 204804375 U CN204804375 U CN 204804375U
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- China
- Prior art keywords
- plate
- steel
- steel plate
- connecting portion
- steel sheet
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- 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.)
- Expired - Fee Related
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 92
- 239000010959 steel Substances 0.000 title claims abstract description 92
- 238000010276 construction Methods 0.000 title abstract description 5
- 230000001154 acute effect Effects 0.000 claims abstract description 4
- 238000001125 extrusion Methods 0.000 abstract 1
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 2
- 229910052799 carbon Inorganic materials 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000004744 fabric Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000012946 outsourcing Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 229920000049 Carbon (fiber) Polymers 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 1
- 230000036651 mood Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model provides a novel steel construction is connected device belongs to the steel construction field, it has solved the trouble problem of current connecting device on -site Assembly. The utility model discloses a four blocks of the same angle steel boards, the angle steel board includes steel sheet no. 1 and steel sheet no. 2, two one sides of steel sheet one side and steel sheet are connected with connecting portion no. 1 and connecting portion no. 2 respectively, connecting hole no. 1 and connecting hole no. 2 have on connecting portion no. 1 and the connecting portion no. 2 respectively, and four blocks of angle steel boards can be through the connecting hole no. 1 and a connecting hole no. 2 and a bolt cooperation form a rectangle loop configuration that corresponds, still include the clamp plate, the clamp plate includes that two are the splint no. 1 and splint no. 2 that the acute angle set up, steel sheet no. 1 is equipped with bolt no. 2 with two junctions of steel sheet, be equipped with the fixed orifices on the clamp plate, and can pass the fixed orifices with bolt no. 2, and make splint no. 1 and splint no. 2 follow the extrusion of two outsides of a steel sheet outside and steel sheet and press from both sides tight steel sheet no. 1 and steel sheet no. 2 through the nut cooperation. The utility model discloses can provide stronger prestressing force and on -site Assembly convenience for the component.
Description
Technical field
The utility model belongs to long strands field, relates to a kind of new steel structure linkage.
Background technology
In recent years because the general mood of assembling voluntarily or decorate voluntarily is more and more prevailing, so the assembly that can install voluntarily or building materials are more and more subject to liking of customer, wherein for the structure such as assembling frame or rack voluntarily, angle steel then usually use by customer, because the length of angle steel can cut according to the demand of user, and mutually can be assembled into the framework of required size, so applied widely, and assembling is quite easy, so angle steel is used widely always.
At present, what often adopt has the technology such as outsourcing carbon cloth and encased steel plate to the bracing means of pillar or beam, and these reinforcing techniques have all been applied in comparatively in multiple-project.Although the reinforcing technique of outsourcing carbon cloth can improve ductility and the bearing capacity of component, but its weak point is the durability of the glue of affixing carbon fabric to be difficult to ensure, effectively can not improve the rigidity of structural element, simultaneously pair cross-section is that the structural element of rectangle is difficult to effective Shi Hanzhang.The reinforcement means of encased steel plate can improve the bearing capacity and stiffness of component simultaneously, but weak point needs Site Welding, construction inconvenience, and more difficult to component Shi Hanzhang.
Summary of the invention
The purpose of this utility model is for the above-mentioned problems in the prior art, provides a kind of energy convenient construction, and the new steel structure linkage to component Shi Hanzhang.
The purpose of this utility model realizes by following technical proposal: a kind of new steel structure linkage, comprise four pieces of identical gussets, described gusset comprises the steel plate one and steel plate two that are mutually at right angles fixedly installed, it is characterized in that: described steel plate one is connected to the connecting portion one turned up and the connecting portion two turned up away from the side of steel plate two and steel plate two away from the side of steel plate one, described connecting portion one and connecting portion two have connecting hole one and connecting hole two respectively, and four pieces of gussets to coordinate with bolt one by the connecting hole one of correspondence and connecting hole two and form rectangle closed loop configuration, also comprise pressing plate, described pressing plate comprises two pieces of clamping plate one and clamping plate two of arranging in acute angle, described steel plate one and steel plate two junction are provided with bolt two, described pressing plate is provided with fixing hole, and can by bolt two through fixing hole, and make described clamping plate one and clamping plate two outside steel plate one by nut cooperation and extrude outside steel plate two and clamp steel plate one and steel plate two.
During use, four pieces of gussets to be coordinated with bolt one by corresponding connecting hole one and connecting hole two and forms rectangle closed loop configuration, and be arranged on outside component, install pressing plate afterwards, coordinated by nut and make clamping plate one and clamping plate two outside steel plate one and extrude and clamp steel plate one and steel plate two outside steel plate two, therefore can better pressing steel plate one and steel plate two make this device provide stronger prestressing force for component.
As preferably, described connecting portion one one end and connecting portion two one end are also connected with junction plate one parallel with steel plate two with steel plate one respectively and junction plate two, described junction plate one and junction plate two are respectively provided with two bolts three, also comprise the location-plate with two bar shaped locating holes, described junction plate one can be each passed through in the locating hole of location-plate with the bolt three on the junction plate two of another gusset, and by nut screwing bolts three, the junction plate two of junction plate one and another gusset is positioned by location-plate.
Make four pieces of gusset energy horizontal alignments by location-plate, avoid being obliquely installed and make to produce gap between gusset and component.
As preferably, described gusset entirety symmetrically structure.
As preferably, described strength of compressive plate is greater than gusset intensity.
Compared with prior art, the utility model tool has the following advantages:
During use, four pieces of gussets to be coordinated with bolt one by corresponding connecting hole one and connecting hole two and forms rectangle closed loop configuration, and be arranged on outside component, install pressing plate afterwards, coordinated by nut and make clamping plate one and clamping plate two outside steel plate one and extrude and clamp steel plate one and steel plate two outside steel plate two, therefore can better pressing steel plate one and steel plate two make this device provide stronger prestressing force for component.
Accompanying drawing explanation
Fig. 1 is using state figure of the present utility model;
Fig. 2 is partial view of the present utility model;
Fig. 3 is the structural representation of gusset in the utility model.
Coding in figure is respectively:
1, gusset; 11, bolt one; 12, bolt two; 13, bolt three; 2, steel plate one; 21, connecting portion one; 22, connecting hole one; 23, junction plate one; 3, steel plate two; 31, connecting portion two; 32, connecting hole two; 33, junction plate two; 4, pressing plate; 41, clamping plate one; 42, clamping plate two; 43, fixing hole; 5, location-plate; 51, locating hole.
Detailed description of the invention
Be below specific embodiment of the utility model and by reference to the accompanying drawings, the technical solution of the utility model is further described, but the utility model be not limited to these embodiments.
As Fig. 1, shown in Fig. 2 and Fig. 3, this new steel structure linkage, comprise four pieces of identical gussets 1, gusset 1 comprises the steel plate 1 and steel plate 23 that are mutually at right angles fixedly installed, steel plate 1 is connected to the connecting portion 1 turned up and the connecting portion 2 31 turned up away from the side of steel plate 23 and steel plate 23 away from the side of steel plate 1, connecting portion 1 and connecting portion 2 31 have connecting hole 1 and connecting hole 2 32 respectively, and four pieces of gussets 1 to coordinate with bolt 1 by the connecting hole 1 of correspondence and connecting hole 2 32 and form rectangle closed loop configuration, also comprise pressing plate 4, pressing plate 4 comprises two pieces of clamping plate 1 and clamping plate 2 42 of arranging in acute angle, steel plate 1 and steel plate 23 junction are provided with bolt 2 12, pressing plate 4 is provided with fixing hole 43, and can by bolt 2 12 through fixing hole 43, and make clamping plate 1 and clamping plate 2 42 outside steel plate 1 by nut cooperation and extrude outside steel plate 23 and clamp steel plate 1 and steel plate 23.
Further, connecting portion 1 one end and connecting portion 2 31 one end are also connected with junction plate 1 parallel with steel plate 23 with steel plate 1 respectively and junction plate 2 33, junction plate 1 and junction plate 2 33 are respectively provided with two bolts 3 13, also comprise the location-plate 5 with two bar shaped locating holes 51, bolt 3 13 on the junction plate 2 33 of junction plate 1 and another gusset 1 can be each passed through in the locating hole 51 of location-plate 5, and by nut screwing bolts 3 13, the junction plate 2 33 of junction plate 1 and another gusset 1 is positioned by location-plate 5.Gusset 1 entirety symmetrically structure.Pressing plate semi-finals degree is greater than gusset 1 intensity.
During use, four pieces of gussets 1 to be coordinated with bolt 1 by corresponding connecting hole 1 and connecting hole 2 32 and forms rectangle closed loop configuration, and be arranged on outside component, install pressing plate 4 afterwards, coordinated by nut and make clamping plate 1 and clamping plate 2 42 outside steel plate 1 and extrude and clamp steel plate 1 and steel plate 23 outside steel plate 23, therefore can better pressing steel plate 1 and steel plate 23 make this device provide stronger prestressing force for component.
Claims (4)
1. a new steel structure linkage, comprise four pieces of identical gussets (1), described gusset (1) comprises the steel plate one (2) and steel plate two (3) that are mutually at right angles fixedly installed, it is characterized in that: described steel plate one (2) is connected to the connecting portion one (21) turned up and the connecting portion two (31) turned up away from the side of steel plate two (3) and steel plate two (3) away from the side of steel plate one (2), described connecting portion one (21) and connecting portion two (31) have connecting hole one (22) and connecting hole two (32) respectively, and four pieces of gussets (1) to coordinate with bolt one (11) by the connecting hole one (22) of correspondence and connecting hole two (32) and form rectangle closed loop configuration, also comprise pressing plate (4), described pressing plate (4) comprises two pieces of clamping plate one (41) and clamping plate two (42) of arranging in acute angle, described steel plate one (2) and steel plate two (3) junction are provided with bolt two (12), described pressing plate (4) is provided with fixing hole (43), and can by bolt two (12) through fixing hole (43), and make described clamping plate one (41) and clamping plate two (42) extrude from steel plate one (2) outside and steel plate two (3) outside and clamp steel plate one (2) and steel plate two (3) by nut cooperation.
2. new steel structure linkage according to claim 1, it is characterized in that: described connecting portion one (21) one end and connecting portion two (31) one end are also connected with junction plate one (23) parallel with steel plate two (3) with steel plate one (2) respectively and junction plate two (33), described junction plate one (23) and junction plate two (33) are respectively provided with two bolts three (13), also comprise the location-plate (5) with two bar shaped locating holes (51), bolt three (13) on described junction plate one (23) and the junction plate two (33) of another gusset (1) can be each passed through in the locating hole (51) of location-plate (5), and by nut screwing bolts three (13), the junction plate two (33) of junction plate one (23) and another gusset (1) is positioned by location-plate (5).
3. new steel structure linkage according to claim 1, is characterized in that: described gusset (1) entirety symmetrically structure.
4. new steel structure linkage according to claim 1, is characterized in that: described pressing plate (4) intensity is greater than gusset (1) intensity.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520362312.7U CN204804375U (en) | 2015-05-27 | 2015-05-27 | Novel steel construction is connected device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520362312.7U CN204804375U (en) | 2015-05-27 | 2015-05-27 | Novel steel construction is connected device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204804375U true CN204804375U (en) | 2015-11-25 |
Family
ID=54589221
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520362312.7U Expired - Fee Related CN204804375U (en) | 2015-05-27 | 2015-05-27 | Novel steel construction is connected device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204804375U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108360837A (en) * | 2018-03-14 | 2018-08-03 | 成都理工大学 | A kind of bracing means, concrete strengthening structure and confined concrete reinforcement means |
| CN109113367A (en) * | 2018-10-15 | 2019-01-01 | 吉林建筑大学 | The bracing means and its reinforcement means of steel reinforced concrete rectangular column |
-
2015
- 2015-05-27 CN CN201520362312.7U patent/CN204804375U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108360837A (en) * | 2018-03-14 | 2018-08-03 | 成都理工大学 | A kind of bracing means, concrete strengthening structure and confined concrete reinforcement means |
| CN109113367A (en) * | 2018-10-15 | 2019-01-01 | 吉林建筑大学 | The bracing means and its reinforcement means of steel reinforced concrete rectangular column |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| CB03 | Change of inventor or designer information |
Inventor after: Chen Yazhou Inventor before: Shi Wanjuan |
|
| COR | Change of bibliographic data | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20161013 Address after: 528518, Foshan, Gaoming District, Guangdong, Gao Tian Road, No. 68 (rolling workshop) one Patentee after: Foshan intercontinental Heavy Industry Co., Ltd. Address before: 362803 Quanzhou, Fujian, Quangang District, Hong Kong Road, No. 1179 Patentee before: Shi Wanjuan |
|
| DD01 | Delivery of document by public notice |
Addressee: Zhang Hongwei Document name: Notification of Passing Examination on Formalities |
|
| DD01 | Delivery of document by public notice | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151125 Termination date: 20180527 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |