CN204960292U - Novel construction scaffold - Google Patents
Novel construction scaffold Download PDFInfo
- Publication number
- CN204960292U CN204960292U CN201520750262.XU CN201520750262U CN204960292U CN 204960292 U CN204960292 U CN 204960292U CN 201520750262 U CN201520750262 U CN 201520750262U CN 204960292 U CN204960292 U CN 204960292U
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- China
- Prior art keywords
- connection
- interface
- transverse tube
- top connection
- lower contact
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- Expired - Fee Related
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- 238000010276 construction Methods 0.000 title claims abstract description 17
- 238000003032 molecular docking Methods 0.000 claims abstract description 10
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 13
- 235000017166 Bambusa arundinacea Nutrition 0.000 abstract description 2
- 235000017491 Bambusa tulda Nutrition 0.000 abstract description 2
- 241001330002 Bambuseae Species 0.000 abstract description 2
- 235000015334 Phyllostachys viridis Nutrition 0.000 abstract description 2
- 239000011425 bamboo Substances 0.000 abstract description 2
- 210000001503 joint Anatomy 0.000 abstract 1
- 229910000831 Steel Inorganic materials 0.000 description 7
- 239000010959 steel Substances 0.000 description 7
- 238000000034 method Methods 0.000 description 6
- 239000000463 material Substances 0.000 description 4
- 230000007812 deficiency Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000013011 mating Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 238000005474 detonation Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 229920002994 synthetic fiber Polymers 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
- 238000010626 work up procedure Methods 0.000 description 1
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- Mutual Connection Of Rods And Tubes (AREA)
Abstract
The utility model provides a novel construction scaffold, belongs to the technical field of construction engineering, its structure includes the stand, violently manage, connect the fastener, the screw bolt and nut, the stand is long section of thick bamboo cylinder shape, connect through top connection and lower clutch between two stands, the top connection is installed to the stand lower extreme of upside, the lower clutch is installed to the stand upper end of downside, connect the fastener by the hinge structure, the interface, screw and base constitute, connection fastener between two adjacent stands is installed on same horizontal direction, and the direction in the jump ring groove on the interface is the same, the structural screw that is equipped with of hinge, and the fixed connection of hinge structure via the screw bolt and nut, the butt joint of dislocation mode is adopted via two sets of connection fasteners to two sets of violently the pipe when docking in the vertical direction. This novel construction scaffold has increased and has attend the stability of connecting between lower floor's stand through the connection of coordinating of top connection and lower clutch, has convenient to use's advantage simultaneously.
Description
Technical field
The utility model relates to construction engineering technical field, specifically a kind of novel construction scaffolding.
Background technology
Scaffold (Scaffold) refers to that job site is the various supports that operative also solves vertically and horizontal transport is set up.The generic term on building circle, refers to building site be used in the higher place that cannot directly construct of exterior wall, interior decoration or floor height.Work up and down mainly for constructor or perimeter security net is gone along with sb. to guard him and high-altitude installation component etc., be exactly plainly build a framework, scaffold makes material to be had usually: bamboo and wood, steel pipe or synthetic materials etc.Some engineering is also worked as template with scaffold and is used, and the department such as this external advertising, municipal administration, traffic road and bridge, mine is also extensively used.
In the installation process of scaffold, the fastening of vertical rod and cross bar is particularly important, and coupling part is more, once indivedual junction does not reach the requirement of fastening, there will be the security incident of such as collapsing, therefore, design and a kind ofly seem particularly important at the multiple scaffold can both used safely in mode that fixes.
For above-mentioned problem, people appreciate deficiency, and in addition improvement, a kind of scaffold [application number: 201110023221.7 disclosed in Chinese patent storehouse; Application notification number: CN102134905A], comprise: comprise longitudinal rod and the transverse bar be connected with longitudinal rod in the horizontal direction, described longitudinal rod peripheral part is fixedly connected with flange, described flange offers socket, the connecting end portion of described transverse bar is connected with perpendicular with transverse bar and can be bumped on the latch of flange socket.
Above-mentioned scaffold be by latch and socket with the use of, solved problems of the prior art.But this tethering device still exists a problem: latch coordinates with socket the problem that there is self material and structural stability, be difficult to use multiple fixing in mode simultaneously, there is the problem of poor practicability.
Summary of the invention
Technical assignment of the present utility model solves the deficiencies in the prior art, provides a kind of novel construction scaffolding.
The technical solution of the utility model realizes in the following manner, this kind of novel construction scaffolding, and be made up of column, transverse tube, connection fastener, screw bolt and nut etc., wherein, connection fastener is made up of all steel cold-press process; It is characterized in that: column is long cylinder cylindrical shape, and column is made up of Steel material, be connected with lower contact by top connection between two columns, the column lower end of upside is provided with top connection, the column upper end of downside is provided with lower contact, and the front end of top connection becomes cone structure, and the front end of lower contact matches into horn-like structure with the front end of top connection, top connection and the front end of the lower contact length located that is connected is equal, and the internal diameter of top connection and the external diameter of lower contact match.
Connection fastener is made up of hinge structure, interface, screw and pedestal, the inside of pedestal is the arc shape matched with top connection and lower contact cylindrical section, and the two ends of pedestal are provided with stretches out hinge structure, and hinge structure is provided with screw, the outside of pedestal is provided with interface, and transverse tube is arranged on the inside of interface.
Preferably, interface on connection fastener, interface is provided with jump-ring slot, and described jump-ring slot is made up of groove hole section and slot section, and in the process of producing, all steel cold-press process of employing, can ensure the structural stability of connection fastener entirety.
Further illustrate, the external diameter of transverse tube and the internal diameter of interface match, transverse tube can be arranged on the inside of interface, the front end of transverse tube is provided with jump ring, interface sidewall is provided with jump-ring slot, and when transverse tube and interface abutting joint, jump ring enters along the groove hole section of jump-ring slot, rotate to slot section when jump ring arrives bottom the groove hole section of jump-ring slot, make jump ring stuck in jump-ring slot slot section.
Connection fastener between two adjacent columns is arranged on same level direction, and the direction of jump-ring slot on interface is identical, ensure the position also coordination of jump-ring slot, when transverse tube and interface abutting joint, only need to rotate to a direction, the two ends of transverse tube just can be enable simultaneously stuck two jump-ring slot slot sections.
At two groups of connection fasteners when mating docking, the screw that described hinge structure is provided with also can mate docking, and via after being fixedly connected with of screw bolt and nut, two groups of connection fasteners can be firmly arranged in top connection or lower contact.
Further illustrate, two groups of transverse tubes in vertical direction adopt dislocation mode to dock via during two groups of connection fastener docking, namely from unidirectional transverse tube via connection fastener abutting joint in top connection, from the other one group of transverse tube with upper one group of transverse tube vertical direction just via connection fastener abutting joint in lower contact, one high and one low dislocation docking mode can ensure the stability of scaffold entirety.
The beneficial effect that the utility model is compared with prior art produced is:
The connected mode of this kind of novel construction scaffolding is applicable to multiplely fix in mode, in such as console mode scaffold, attached wall scaffold cradle and attached lift scaffold, has wide range of applications, Stability Analysis of Structures.
This kind of novel construction scaffolding is connected with the coordination of lower contact by top connection, adds the stability connected between levels column, has advantage easy to use simultaneously.
The interface that this kind of novel construction scaffolding is provided with by connection fastener, and interface is provided with jump-ring slot, make when transverse tube docks with connection fastener, by the stuck stability further increasing system of jump ring and jump-ring slot, thus improve stability and the application life of scaffold.
This kind of novel construction scaffolding is reasonable in design, structure is simple, safe and reliable, easy to use, be easy to safeguard, have good value for applications.
Accompanying drawing explanation
Fig. 1 is the detonation configuration schematic diagram of this scaffold.
Fig. 2 is the installment state structural representation of scaffold.
Fig. 3 is the structure for amplifying schematic diagram at A place in Fig. 2.
In figure, 1, column; 1a, top connection; 1b, lower contact; 2, transverse tube; 2a, jump ring; 3, connection fastener; 3a, hinge structure; 3b, interface; 3b1, jump-ring slot; 3c, screw; 3d, pedestal; 4, bolt; 5, nut.
Detailed description of the invention
Below in conjunction with accompanying drawing, the novel construction scaffolding of one of the present utility model is described in detail below.
As shown in drawings, the novel construction scaffold of one of the present utility model is made up of column 1, transverse tube 2, connection fastener 3, bolt 4 and nut 5 etc.Wherein, connection fastener 3 is made up of all steel cold-press process.
Wherein, column 1 is long cylinder cylindrical shape, and column 1 has Multiple Type according to diameter is different with length, with the needs of the actual field met construction complex situations.In the present embodiment, column 1 is made up of Steel material.As shown in Figure 1, two columns 1 are connected with lower contact 1b by top connection 1a, column 1 lower end of upside is provided with lower contact 1a, column 1 upper end of downside is provided with lower contact 1b, the front end of top connection 1a becomes cone structure, and the front end of lower contact 1b matches into horn-like structure with the front end of top connection 1a.
Top connection 1a and the front end of the lower contact 1b length located that is connected is equal, the internal diameter of top connection 1a and the external diameter of lower contact 1b match, on the one hand, the front end of top connection 1a becomes the convenient installation of the front speaker shape structure of cone structure and lower contact 1b, on the other hand, because the external diameter of the front end of top connection 1a and the internal diameter of lower contact 1b upper end match, enhance the stability of scaffold.
Connection fastener 3 is made up of hinge structure 3a, interface 3b, screw 3c and pedestal 3d.As shown in figures 1 and 3, the inside of pedestal 3d is the arc shape matched with top connection 1a and lower contact 1b cylindrical section, the two ends of pedestal 3d are provided with stretches out hinge structure 3a, page structure 3a is provided with screw 3c, and when two corresponding connection fasteners 3 match clamping, two groups of corresponding hinge structure 3a also can cross and coordinate docking, and described screw 3c also can align, the outside of pedestal 3d is provided with interface 3b, and transverse tube 2 is arranged on the inside of interface 3b.
Preferably, connection fastener 3 is provided with interface 3b, and interface 3b is provided with jump-ring slot 3b1, and described jump-ring slot 3b1 is made up of groove hole section and slot section, and in the process of producing, all steel cold-press process of employing, can ensure the structural stability of connection fastener 3 entirety.
Further illustrate, the external diameter of transverse tube 2 mates with the internal diameter of interface 3b, transverse tube 2 can be arranged on the inside of interface 3b, scaffold erecting for the convenience of the users and ensure the stability that the later stage uses, as shown in Figure 1, the front end of transverse tube 2 is provided with jump ring 2a, interface 3b is provided with jump-ring slot 3b1, when transverse tube 2 and interface 3b abutting joint, jump ring 2a enters along the groove hole section of jump-ring slot 3b1, rotate to slot section when jump ring 2a arrives bottom the groove hole section of jump-ring slot 3b1, make jump ring 2a stuck in jump-ring slot 3b1 slot section.
Connection fastener 3 between two adjacent columns 1 is arranged on same level direction, and the direction of jump-ring slot 3b1 on interface 3b is identical, ensure the position also coordination of jump-ring slot 3b1, when transverse tube 2 and interface 3b abutting joint, only need to rotate to a direction, the two ends of transverse tube 2 just can be enable simultaneously stuck in jump-ring slot 3b1 slot section.
At two groups of connection fasteners 3 when mating docking, the screw 3c that described hinge structure 3a is provided with also can mate docking, and via after being fixedly connected with of bolt 4 and nut 5, two groups of connection fasteners 3 can be firmly arranged on top connection 1a or lower contact 1b.
As shown in Figures 2 and 3, dislocation mode is adopted to dock when two groups of transverse tubes 2 in vertical direction dock via two groups of connection fasteners 3, namely from unidirectional transverse tube 2 via connection fastener 3 abutting joint on top connection 1a, from the other one group of transverse tube 2 with upper one group of transverse tube 2 vertical direction just via connection fastener 3 abutting joint on lower contact 1b, one high and one low dislocation docking mode can ensure the stability of scaffold entirety.
Claims (1)
1. a novel construction scaffolding, is characterized in that comprising column, transverse tube, connection fastener, screw bolt and nut,
Column is long cylinder cylindrical shape, be connected with lower contact by top connection between two columns, the column lower end of upside is provided with top connection, the column upper end of downside is provided with lower contact, the front end of top connection becomes cone structure, the front end of lower contact matches into horn-like structure with the front end of top connection, and top connection and the front end of the lower contact length located that is connected is equal, and the internal diameter of top connection and lower contact external diameter match;
Connection fastener is made up of hinge structure, interface, screw and pedestal, the inside of pedestal is the arc shape matched with top connection and lower contact cylindrical section, the two ends of pedestal are provided with stretches out hinge structure, and the outside of pedestal is provided with interface, and transverse tube is arranged on the inside of interface;
The external diameter of transverse tube and the internal diameter of interface match, and transverse tube is arranged on the inside of interface, and the front end of transverse tube is provided with jump ring, and interface is provided with jump-ring slot; Jump-ring slot is made up of groove hole section and slot section;
Connection fastener between two adjacent columns is arranged on same level direction, and the direction of jump-ring slot on interface is identical;
Hinge structure is provided with screw, and hinge structure being fixedly connected with via screw bolt and nut;
Two groups of transverse tube vertical direction adopt dislocation mode to dock via during two groups of connection fastener docking, namely from unidirectional transverse tube via connection fastener abutting joint in top connection, from the other one group of transverse tube with upper one group of transverse tube vertical direction just via connection fastener abutting joint in lower contact.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520750262.XU CN204960292U (en) | 2015-09-25 | 2015-09-25 | Novel construction scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520750262.XU CN204960292U (en) | 2015-09-25 | 2015-09-25 | Novel construction scaffold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204960292U true CN204960292U (en) | 2016-01-13 |
Family
ID=55055366
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520750262.XU Expired - Fee Related CN204960292U (en) | 2015-09-25 | 2015-09-25 | Novel construction scaffold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204960292U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107060316A (en) * | 2017-05-09 | 2017-08-18 | 成都市容德建筑劳务有限公司 | A kind of locking disk buckle type scaffold |
| CN113356574A (en) * | 2021-06-16 | 2021-09-07 | 重庆渝能建筑安装工程有限公司 | Building beam supporting structure and construction method |
| AT525980A4 (en) * | 2022-11-17 | 2023-10-15 | Franz Buerscher Dipl Ing | Assembly consisting of a pipe and a connection assembly |
-
2015
- 2015-09-25 CN CN201520750262.XU patent/CN204960292U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107060316A (en) * | 2017-05-09 | 2017-08-18 | 成都市容德建筑劳务有限公司 | A kind of locking disk buckle type scaffold |
| CN113356574A (en) * | 2021-06-16 | 2021-09-07 | 重庆渝能建筑安装工程有限公司 | Building beam supporting structure and construction method |
| AT525980A4 (en) * | 2022-11-17 | 2023-10-15 | Franz Buerscher Dipl Ing | Assembly consisting of a pipe and a connection assembly |
| AT525980B1 (en) * | 2022-11-17 | 2023-10-15 | Franz Buerscher Dipl Ing | Assembly consisting of a pipe and a connection assembly |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160113 |