CN211229452U - Bailey beam full-hall composite scaffold - Google Patents
Bailey beam full-hall composite scaffold Download PDFInfo
- Publication number
- CN211229452U CN211229452U CN201921991693.XU CN201921991693U CN211229452U CN 211229452 U CN211229452 U CN 211229452U CN 201921991693 U CN201921991693 U CN 201921991693U CN 211229452 U CN211229452 U CN 211229452U
- Authority
- CN
- China
- Prior art keywords
- bailey beam
- scaffold
- full hall
- unidirectional
- bailey
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses a bailey beam full hall composite scaffold frame relates to architectural equipment technical field, include: the full hall frame bodies are distributed in a rectangular shape, a steel pipe column is arranged at the center of each full hall frame body, and the full hall frame bodies are mutually tied with the steel pipe columns through small cross rods; the unidirectional Bailey beam is arranged at the upper end between two adjacent full hall frame bodies, and two sides of the unidirectional Bailey beam are connected with the inner sides of the two adjacent full hall frame bodies; the bidirectional Bailey beam is arranged at the upper end of the center of the unidirectional Bailey beam and is connected with the end part of the inner side of the unidirectional Bailey beam; this composite scaffolding adopts the full hall support body hollow structure of rectangular distribution, only sets up the bailey roof beam in the hollow part upper end for full hall support body forms the connection platform structure with the bailey roof beam on the upper end surface, not only can save the scaffold frame, can also improve the efficiency of construction, practices thrift the cost.
Description
Technical Field
The utility model belongs to the technical field of the architectural equipment, more specifically relates to a bailey beam full hall composite scaffold.
Background
The full framing scaffold is also called full framing red scaffold, is a construction process for fully laying and erecting the framing scaffold in the horizontal direction, is mainly used for constructors to construct passages and the like, and cannot be used as a support system of a building structure. The full hall scaffold frame is high density scaffold frame, and the distance of adjacent member is fixed, and the pressure conduction is even, consequently also more firm.
To the construction of college court, need set up the scaffold during the construction, consider intensity and stability requirement in the construction of college court in the past and set up full hall scaffold in college court, but traditional full hall scaffold sets up in-process scaffold density height, need use a large amount of scaffolds, not only the cost is very high, sets up moreover for a long time, consumes a large amount of manpower and materials.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a bailey beam full hall composite scaffold to exist not enough among the prior art, adopt the full hall support body hollow structure of rectangle distribution, only set up bailey beam in the hollow part upper end for full hall support body forms the connection platform structure with bailey beam on the upper end surface, not only can save the scaffold, can also improve the efficiency of construction, practices thrift the cost.
In order to achieve the above object, the utility model provides a bailey beam full hall composite scaffold, include:
the full hall frame bodies are distributed in a rectangular shape, a steel pipe column is arranged at the center of each full hall frame body, and the full hall frame bodies are mutually tied with the steel pipe columns through small cross rods;
the unidirectional Bailey beam is arranged at the upper end between two adjacent full hall frame bodies, and two sides of the unidirectional Bailey beam are connected with the inner sides of the two adjacent full hall frame bodies;
and the bidirectional Bailey beam is arranged at the upper end of the center of the unidirectional Bailey beam, and is connected with the end part of the inner side of the unidirectional Bailey beam.
Optionally, the full hall shelf comprises multiple levels of scaffolding.
Optionally, a vertical double upright rod is arranged at the corner of the inner side of the full hall frame body.
Optionally, the small cross bars are distributed around the steel pipe column in a groined shape to form a derrick drawknot structure.
Optionally, every two layers of the scaffold from the ground are provided with a group of small cross rods, and two ends of each small cross rod are connected with the scaffold cross rod.
Optionally, the upper surface of the full hall frame body is flush with the upper surfaces of the unidirectional bailey beam and the bidirectional bailey beam.
Optionally, steel scaffold boards are laid on the upper surfaces of the full hall frame body, the unidirectional bailey beam and the bidirectional bailey beam.
Optionally, the scaffold horizontal pole of the adjacent full hall support body that is connected with the unidirectional bailey beam all stretches out to the inboard and two liang is connected, and the attach fitting staggers each other, and the scaffold horizontal pole that stretches out regards as the unidirectional bailey beam horizon bar.
Optionally, the scaffold cross bar is connected with the unidirectional beret beam by a length of 1m to 1.2m, and a plurality of fasteners are used for connection.
Optionally, a plurality of horizontal connection steel pipes are arranged inside the unidirectional bailey beam, the horizontal connection steel pipes penetrate through the bidirectional bailey beam, and the bidirectional bailey beam is connected with the horizontal connection steel pipes.
The utility model provides a bailey beam full hall composite scaffold, its beneficial effect lies in: adopt full hall support body hollow structure of rectangular distribution, only set up the bailey roof beam in hollow part upper end for full hall support body forms the connection platform structure with the bailey roof beam on the upper end surface, not only can save the scaffold frame, can also improve the efficiency of construction, practices thrift the cost.
Other features and advantages of the present invention will be described in detail in the detailed description which follows.
Drawings
The above and other objects, features and advantages of the present invention will become more apparent by describing in more detail exemplary embodiments thereof with reference to the attached drawings, in which like reference numerals generally represent like parts throughout the exemplary embodiments of the present invention.
Fig. 1 shows a schematic structural arrangement diagram of a bailey beam full space composite scaffold according to an embodiment of the present invention.
Fig. 2 shows a schematic top view of a bailey beam full space composite scaffold according to an embodiment of the present invention.
Fig. 3 shows a schematic elevation structure diagram of a bailey beam full space composite scaffold according to an embodiment of the present invention.
Fig. 4 shows that according to the utility model discloses an embodiment's full hall support body scaffold horizontal pole of full hall composite scaffolding of beiLei roof beam stretches out connection schematic diagram.
Fig. 5 shows the unilateral bailey beam and scaffold cross bar lap joint schematic diagram of a bailey beam all around composite scaffold according to an embodiment of the present invention.
Description of reference numerals:
1. filling the hall frame body; 2. steel pipe columns; 3. a small cross bar; 4. a unidirectional bailey beam; 5. a bi-directional bailey beam; 6. a scaffold; 7. double vertical rods; 8. a cross bar; 9. a scaffold board; 10. horizontally connecting the steel pipes; 11. a fastener.
Detailed Description
Preferred embodiments of the present invention will be described in more detail below. While the following describes preferred embodiments of the present invention, it should be understood that the present invention may be embodied in various forms and should not be construed as limited to the embodiments set forth herein. Rather, these embodiments are provided so that this disclosure will be thorough and complete, and will fully convey the scope of the invention to those skilled in the art.
The utility model provides a bailey beam full hall composite scaffold, include:
the full hall frame bodies are distributed in a rectangular shape, a steel pipe column is arranged at the center of each full hall frame body, and the full hall frame bodies are mutually tied with the steel pipe columns through small cross rods;
the unidirectional Bailey beam is arranged at the upper end between two adjacent full hall frame bodies, and two sides of the unidirectional Bailey beam are connected with the inner sides of the two adjacent full hall frame bodies;
and the bidirectional Bailey beam is arranged at the upper end of the center of the unidirectional Bailey beam, and is connected with the end part of the inner side of the unidirectional Bailey beam.
Specifically, this composite scaffolding adopts full hall support body rectangle to arrange, form hollow structure, save the scaffold frame, set up the foley roof beam of foley in the foley roof beam inboard hollow structure in the foley roof beam of foley in the foley roof beam upper end between two adjacent full hall support bodies, make the upper end of full hall support body and foley roof beam of foley roof beam and both directions be connected and form a connection platform of same height, then lay the scaffold board on the platform, make the workman can be under construction on the scaffold board.
In one example, the full hall frame comprises a multi-level scaffolding.
Specifically, the erection height of the full hall frame body is determined according to the requirement of the construction height.
In one example, vertical double vertical rods are arranged on the corners of the inner side of the full hall frame body.
Specifically, the double vertical rods arranged at the inner corners of the full hall frame body can improve the bearing capacity of the full hall frame body in the vertical direction, and the strength of the whole structure is improved after the double vertical rods are connected with the bidirectional Bailey beams.
In one example, the small cross bars are distributed around the steel pipe column in a groined shape to form a holding column drawknot structure.
In one example, the scaffold is provided with a set of small crossbars at each two levels from the ground, and both ends of the small crossbars are connected with scaffold crossbars.
Specifically, the little horizontal pole of groined type embracing post structure is fixed on the steel-pipe column, and the stability of full hall support body structure is strengthened to the horizontal pole fixed connection of little horizontal pole and scaffold frame.
In one example, the full hall frame upper surface is flush with the unidirectional bailey beam and the bidirectional bailey beam upper surface.
In one example, steel scaffold boards are paved on the upper surfaces of the full hall frame body, the unidirectional Bailey beams and the bidirectional Bailey beams.
In other examples, wood boards may be used as scaffold boards on the upper surfaces of the full hall frame, the unidirectional beret beam and the bidirectional beret beam.
In one example, the scaffold cross bars of the adjacent full hall frame bodies connected with the unidirectional bailey beams extend inwards and are connected with each other two by two, the connecting joints are staggered with each other, and the extending scaffold cross bars serve as the unidirectional bailey beam horizontal bars.
The utility model discloses a scaffold frame, the scaffold frame of adjacent full hall support body is stretched out to the inboard and the horizontal pole that connects makes adjacent full hall support body connect into an overall structure, improves the stability of structure, and the joint staggers each other and can avoid the weak point of junction to concentrate influence bearing capacity, and the folk prescription is fixed on the horizontal pole that stretches out to bailey roof beam, not only sets up the convenience, can also strengthen overall structure intensity.
In one example, the scaffold crossbar is connected to the unidirectional beret beam by a length of 1m to 1.2m using a plurality of fasteners.
In other examples, the scaffold cross bar and the beret beam can be connected through steel pipe nesting.
In one example, a plurality of horizontal connecting steel pipes are arranged inside the unidirectional bailey beam, the horizontal connecting steel pipes penetrate through the length of the bidirectional bailey beam, and the bidirectional bailey beam is connected with the horizontal connecting steel pipes.
The steel pipes are connected with the steel pipes in a horizontal mode, and the steel pipes are connected with the steel pipes in the horizontal mode.
Examples
As shown in fig. 1 to 5, the utility model provides a bailey beam full hall composite scaffold, include:
the full hall frame body 1 is distributed in a rectangular shape, a steel pipe column 2 is arranged at the center of the full hall frame body 1, and the full hall frame body 1 is connected with the steel pipe column 2 through a small cross bar 3 in a pulling mode;
the unidirectional Bailey beam 4 is arranged at the upper end between two adjacent full hall frame bodies 1, and two sides of the unidirectional Bailey beam 4 are connected with the inner sides of the two adjacent full hall frame bodies 1;
and the bidirectional Bailey beam 5 is arranged at the upper end of the center of the unidirectional Bailey beam 4, and the bidirectional Bailey beam 5 is connected with the end part of the inner side of the unidirectional Bailey beam 4.
In this embodiment, the full hall frame 1 comprises multiple layers of scaffolding 6.
In this embodiment, the inner side of the full hall frame body 1 is provided with two vertical rods 7 at the corners.
In this embodiment, the small cross bars 3 are distributed around the steel pipe column 2 in a groined shape to form a pillar-embracing drawknot structure.
In this embodiment, every two floors of the scaffold 6 from the ground are provided with a set of small crossbars 3, and both ends of the small crossbars 3 are connected with crossbars 8 of the scaffold 6.
In this embodiment, the upper surface of the full hall frame 1 is flush with the upper surfaces of the unidirectional bailey beam 4 and the bidirectional bailey beam 5.
In this embodiment, steel scaffold boards 9 are laid on the upper surfaces of the full hall frame body 1, the unidirectional bailey beams 4 and the bidirectional bailey beams 5.
In this embodiment, 6 horizontal poles 8 of the scaffold of the adjacent full hall support body 1 that are connected with the unidirectional bailey beam 4 all stretch out to the inside and two liang are connected, and the attach fitting staggers each other, and 6 horizontal poles 8 of the scaffold that stretch out regard as the unidirectional bailey beam 4 horizontal pole.
In this embodiment, the length of the cross bar 8 of the scaffold 6 connected with the unidirectional bery beam is 1m, and 3 fasteners 11 are used for connection.
In this embodiment, a plurality of horizontal connecting steel pipes 10 are arranged inside the unidirectional bailey beam 4, the horizontal connecting steel pipes 10 penetrate through the bidirectional bailey beam 5, and the bidirectional bailey beam 5 is connected with the horizontal connecting steel pipes 10.
To sum up, the utility model provides a bailey beam full hall composite scaffolding is when using, set up the full hall support body 1 of four groups that are the rectangle distribution inside the grand atrium, be hollow structure between the full hall support body 1, set up highly according to required construction height and decide of full hall support body 1, every full hall support body 1 center department 2 sets up groined type cohesion structure with little horizontal pole 3 around, little horizontal pole 3's both ends and the 1 inside scaffold 6 horizontal pole 8 fixed connection of full hall support body, from the ground play every two-layer scaffold 6 fixed 3 cohesion structures of a set of groined type little horizontal pole 6, set up two pole settings 7 on every full hall support body 1 interior corner for 1 overall structure of full hall support body is more firm stable. The unidirectional Bailey beams 4 are erected at the upper ends between two adjacent full hall frame bodies 1, and the number of the erected unidirectional Bailey beams 4 can be determined according to construction requirements; the 6 horizontal poles 8 of the scaffold inside the adjacent full hall frame body 1 stretch out to the inside hollow direction and two liang of overlap joints, and the horizontal pole 8 that utilizes to stretch out is fixed with the crossbeam of the unidirectional bailey beam 4, improves the bulk joint strength. The bidirectional Bailey beams 5 with the same number of layers as the unidirectional Bailey beams 4 are erected in the hollow structure at the center of the unidirectional Bailey beams 4, the plurality of horizontal connecting steel pipes 10 are uniformly distributed in the unidirectional Bailey beams 4, the horizontal connecting steel pipes 10 penetrate through the installation positions of the bidirectional Bailey beams 5 to be arranged in a full-length mode, and the horizontal connecting steel pipes 10 serve as horizontal rods of the bidirectional Bailey beams 5, so that the fixing effect and the overall stability are improved. The overlap length of the transverse pipe 8 extending out of the scaffold 6 and the unidirectional Bailey beam 4 and the overlap length of the horizontal connecting steel pipe 10 and the bidirectional Bailey beam 5 adopt 1m overlap joint amount, 3 fasteners 11 are used for fixing the overlap joint, and the installation firmness of the unidirectional Bailey beam 4 and the bidirectional Bailey beam 5 is guaranteed. The steel scaffold boards 9 are laid on the upper sides of the full hall frame body 1, the unidirectional Bailey beams 4 and the bidirectional Bailey beams 5 to form a construction platform, and workers can construct ceilings up to an atrium or other high-altitude positions on the platform. The composite scaffold is firm and stable in structure, a large number of scaffolds can be saved, and cost is saved.
While various embodiments of the present invention have been described above, the above description is intended to be illustrative, not exhaustive, and not limited to the disclosed embodiments. Many modifications and variations will be apparent to those of ordinary skill in the art without departing from the scope and spirit of the described embodiments.
Claims (10)
1. The utility model provides a bailey beam full hall composite scaffold which characterized in that includes:
the full hall frame bodies are distributed in a rectangular shape, a steel pipe column is arranged at the center of each full hall frame body, and the full hall frame bodies are mutually tied with the steel pipe columns through small cross rods;
the unidirectional Bailey beam is arranged at the upper end between two adjacent full hall frame bodies, and two sides of the unidirectional Bailey beam are connected with the inner sides of the two adjacent full hall frame bodies;
and the bidirectional Bailey beam is arranged at the upper end of the center of the unidirectional Bailey beam, and is connected with the end part of the inner side of the unidirectional Bailey beam.
2. The Bailey beam full hall composite scaffold of claim 1, wherein the full hall scaffold comprises a multi-layer scaffold.
3. The Bailey beam full space composite scaffold according to claim 1, wherein vertical double vertical rods are arranged at the corners of the inner side of the full space scaffold body.
4. The Bailey beam full hall composite scaffold as claimed in claim 2, wherein the small cross bars are distributed around the steel pipe column in a groined type to form a embracing column drawknot structure.
5. The Bailey beam full space composite scaffold according to claim 4, wherein a set of small crossbars are arranged at each two layers of the scaffold from the ground, and both ends of each small crossbar are connected with scaffold crossbars.
6. The Bailey beam full hall composite scaffold according to claim 1, wherein the full hall scaffold upper surface is flush with the upper surfaces of the unidirectional Bailey beams and the bidirectional Bailey beams.
7. The Bailey beam full space composite scaffold according to claim 6, wherein steel scaffold plates are laid on the upper surfaces of the full space scaffold body, the unidirectional Bailey beam and the bidirectional Bailey beam.
8. The Bailey beam full hall composite scaffold according to claim 2, wherein the scaffold cross bars of the adjacent full hall scaffold bodies connected with the unidirectional Bailey beams extend inwards and are connected two by two, the connecting joints are staggered with each other, and the extended scaffold cross bars serve as horizontal rods of the unidirectional Bailey beams.
9. The Bailey beam full hall composite scaffold of claim 8, wherein the length of the connection between the scaffold cross bar and the unidirectional Bailey beam is 1m to 1.2m, and the scaffold cross bar and the unidirectional Bailey beam are connected by a plurality of fasteners.
10. The Bailey beam full hall composite scaffold according to claim 1, wherein a plurality of horizontal connecting steel pipes are arranged inside the unidirectional Bailey beam, the horizontal connecting steel pipes penetrate through the full length of the bidirectional Bailey beam, and the bidirectional Bailey beam is connected with the horizontal connecting steel pipes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921991693.XU CN211229452U (en) | 2019-11-18 | 2019-11-18 | Bailey beam full-hall composite scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921991693.XU CN211229452U (en) | 2019-11-18 | 2019-11-18 | Bailey beam full-hall composite scaffold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211229452U true CN211229452U (en) | 2020-08-11 |
Family
ID=71934908
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921991693.XU Active CN211229452U (en) | 2019-11-18 | 2019-11-18 | Bailey beam full-hall composite scaffold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211229452U (en) |
-
2019
- 2019-11-18 CN CN201921991693.XU patent/CN211229452U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204753813U (en) | Steel construction conversion truss | |
| CN206053274U (en) | The external scaffolding device of the perpendicular BAIYE outer visor of skyscraper and glass curtain wall dual-purpose | |
| CN101397844B (en) | Construction method of special section steel concrete composite structure inclined wall mould base engineering | |
| CN107816223B (en) | Safe and stable type station canopy station house and installation method thereof | |
| CN205242629U (en) | Novel house that can peg graft and assemble | |
| CN103850363A (en) | Prefabricated through hole assembly type reinforced concrete shear wall and construction method of prefabricated through hole assembly type reinforced concrete shear wall | |
| CN107060098A (en) | A kind of high-altitude wire frame Steel Structure Installation method based on sliding platform | |
| CN204081538U (en) | A kind of assembling turnover processing protection canopy | |
| CN107489264A (en) | Shaped steel adds the high support system construction method of steel pipe scaffold | |
| CN211899558U (en) | Handling frame encorbelments | |
| CN205775852U (en) | Acting force conversion support for top of steel structure supporting jig frame | |
| CN203834926U (en) | Formwork erecting structure for bare concrete basement exterior wall | |
| CN211229452U (en) | Bailey beam full-hall composite scaffold | |
| CN110735525B (en) | Prefabricated assembled self-supporting steel pipe scaffold system | |
| CN107762127A (en) | A kind of console mode scaffold for point building construction | |
| CN111809726A (en) | Truss structure and building structure | |
| CN115306137B (en) | Operation platform structure for installing suspended ceiling at bottom of high-altitude corridor and construction method thereof | |
| CN103225344A (en) | Hollow steel section-concrete combined framework and construction method thereof | |
| CN206360205U (en) | large-span concrete truss structure | |
| CN203307733U (en) | Construction platform system of concrete pier of viaduct | |
| CN213268314U (en) | Truss structure and building structure | |
| CN104533092A (en) | Truss roof ceiling construction method | |
| CN211341132U (en) | Precast concrete frame structure | |
| CN202559727U (en) | Load-bearing support structure of template of overhead long-span floor slab of building | |
| CN207988625U (en) | A kind of assembled arthitecutral structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |