CN206801049U - A kind of mesh type auxiliary beam structure - Google Patents
A kind of mesh type auxiliary beam structure Download PDFInfo
- Publication number
- CN206801049U CN206801049U CN201720628181.1U CN201720628181U CN206801049U CN 206801049 U CN206801049 U CN 206801049U CN 201720628181 U CN201720628181 U CN 201720628181U CN 206801049 U CN206801049 U CN 206801049U
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- China
- Prior art keywords
- mesh type
- auxiliary beam
- main stress
- type auxiliary
- girder
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Abstract
Technical field of buildings is the utility model is related to, specifically discloses a kind of mesh type auxiliary beam structure.The mesh type auxiliary beam structure is arranged above girder, is fixedly connected with girder by U-shaped card, major-minor beam is formed the plane entirety that vertically and horizontally can transmit horizontal force；The mesh type auxiliary beam structure includes main stress component, secondary primary structure member and protective fence sleeve pipe；Wherein：The main stress component is two, and primary structure member is arranged in perpendicular to main stress component and averagely between two main stress components several times；The main stress component and time primary structure member are in the same plane；The protective fence sleeve pipe is fixed on main stress component.The utility model mesh type auxiliary beam structure, by the structure design of optimization and the novel mounting mode with girder, major-minor beam is set to form the plane entirety that vertically and horizontally can transmit horizontal force.
Description
Technical field
It the utility model is related to technical field of buildings, and in particular to a kind of mesh type auxiliary beam structure.
Background technology
In former high-building construction steel form and operation frame integral hoisting stage apparatus, auxiliary beam structure is flat as lifting first
The primary structure member of platform, suspension centre secondly is provided for large-scale steel form and interior hanger, finally form passage and protection in platform upper.It is secondary
Beam is particularly important as important component, its structure design.
Utility model content
The purpose of this utility model is to provide a kind of mesh type auxiliary beam structure, passes through the structure design and and girder of optimization
Novel mounting mode, make major-minor beam formed vertically and horizontally can transmit horizontal force plane it is overall.
In order to realize above-mentioned technical purpose, technical scheme is as follows used by the utility model：
A kind of mesh type auxiliary beam structure, the mesh type auxiliary beam structure are arranged above girder, are fixed with girder by U-shaped card
Connection, major-minor beam is set to form the plane entirety that vertically and horizontally can transmit horizontal force；The mesh type auxiliary beam structure includes main stress structure
Part, secondary primary structure member and protective fence sleeve pipe；Wherein：The main stress component is two, and primary structure member is perpendicular to master several times
Primary structure member is simultaneously averagely arranged between two main stress components；The main stress component is generally aligned in the same plane with time primary structure member
On；The protective fence sleeve pipe is fixed on main stress component.
Further, the main stress component uses channel-section steel, and the groove of two main stress components is staggered relatively；It is described
The both ends of secondary primary structure member are connected by bolt with the medial surface of the groove floor of the main stress component.
Further, the protective fence sleeve pipe is welded on the lateral surface of main stress component.
Further, in the mesh type auxiliary beam structure, the length of main stress component determines according to girder span, secondary stress
The length of component determines according to template suspension centre and passage deployment scenarios.
Further, protective upright rod is placed in the protective fence sleeve pipe, the protective upright rod is provided with and wears pin, is used for
Control the installation site of protective upright rod；Colligation protection network on the protective upright rod, protected as passage both sides.
Further, the concrete mode that the mesh type auxiliary beam structure is fixedly connected with girder is：On girder be used for
Auxiliary girder junction perforate (each tie point opens two holes), the both ends of U-shaped card are through behind the hole on girder, and the one of U-shaped card
End is stretched into the protective upright rod placed in protective fence sleeve pipe, and the other end is then through time primary structure member, then by bolt by U-shaped card
The both ends of son are fixed on the connector of U-shaped card.
Further, arrange that springboard forms passage on the mesh type auxiliary beam structure.
The beneficial effects of the utility model are as follows：
1), in high-building construction steel form and operation frame integral hoisting stage apparatus, the utility model mesh type auxiliary girder
The use of structure so that major-minor beam forms the plane entirety that vertically and horizontally can transmit horizontal force.Large-scale steel form passes through the company of hanging
Connect on mesh type auxiliary girder, interior hanger hangs on the primary structure member of mesh type auxiliary girder and connected with U-shaped card.Springboard is arranged on mesh type auxiliary girder
Passage is formed, protective upright rod is inserted on protective fence sleeve pipe, is connected with horizontal protective bar and founds thick stick, colligation protection network on fender rod,
Protected as passage both sides.
2), the utility model provides a kind of mesh type auxiliary beam structure, realizes being reliably connected between major-minor beam.
Brief description of the drawings
Fig. 1 illustrates the utility model mesh font auxiliary beam structure schematic diagram；
Fig. 2, which illustrates main stress component in the utility model mesh font auxiliary beam structure and is connected with time primary structure member, to be shown
It is intended to；
Fig. 3 illustrates main stress component and protective fence sleeve pipe connection in the utility model mesh font auxiliary beam structure
Schematic diagram；
Fig. 4 illustrates the scheme of installation that the utility model mesh type auxiliary girder is arranged on girder.
Reference shown in Fig. 1-Fig. 4 is as follows：1st, main stress component, 2, secondary primary structure member, 3, protective fence sleeve pipe,
4th, bolt, 5, protective upright rod, 6, wear pin, 7, U-shaped card, 8, girder, 9, springboard, 10, connector.
Embodiment
The utility model is described in further detail below by specific embodiment and with reference to accompanying drawing.
In order to illustrate support column capital provided by the utility model structure, the implementations of Fig. 1 to Fig. 4 from different perspectives exemplify
The concrete structure of branch mesh type auxiliary girder, specifically, Fig. 1 illustrates the utility model mesh font auxiliary beam structure schematic diagram；
It is (right that Fig. 2 illustrates main stress component and time primary structure member connection diagram in the utility model mesh font auxiliary beam structure
Should in Fig. 1 position at A)；Fig. 3 illustrates main stress component and anti-pad in the utility model mesh font auxiliary beam structure
Column sleeve pipe connection schematic diagram (corresponding to position at B in Fig. 1)；Fig. 4 illustrates the utility model mesh type auxiliary girder and is arranged on
The scheme of installation of girder.
The utility model provides a kind of mesh type auxiliary beam structure, and its structure is as shown in figure 1, the mesh font auxiliary beam structure is set
It is placed in above girder 8, is fixedly connected with girder 8 by U-shaped card 7, forming major-minor beam vertically and horizontally can transmits horizontal force
Plane is overall；The mesh font auxiliary beam structure includes main stress component 1, secondary primary structure member 2 and protective fence sleeve pipe 3；Wherein：Institute
Main stress component 1 is stated as two, primary structure member 2 is arranged in perpendicular to main stress component 1 and averagely two main stress structures several times
Between part 1；The main stress component 1 and time primary structure member 2 are in the same plane；The protective fence sleeve pipe 3 is fixed on master
On primary structure member 1.Arrange that springboard 9 forms passage on the mesh font auxiliary beam structure.
The main stress component 1 is channel-section steel, and the groove of two main stress components 1 is staggered relatively；The secondary primary structure member 2
Both ends are connected by bolt 4 with the medial surface of the groove floor of the main stress component 1, and connected mode is as shown in Figure 2.It is described
Protective fence sleeve pipe 3 is welded on the lateral surface of main stress component 1, protective upright rod 5 is placed in protective fence sleeve pipe 3, such as Fig. 3 institutes
Show.The protective upright rod 5 is provided with and wears pin 6, for controlling the installation site of protective upright rod 5；Colligation is prevented on the protective upright rod 5
Protecting wire net.
The concrete mode that the mesh font auxiliary beam structure is fixedly connected with girder is as shown in Figure 4.It is used for and pair on girder 8
Beam junction perforate (each tie point opens two holes), the both ends of U-shaped card 7 are through behind the hole on girder 8, and the one of U-shaped card 7
End is stretched into the protective upright rod 5 placed in protective fence sleeve pipe 3, and the other end is then through time primary structure member 2, then by bolt by U
The both ends of type clamp 7 are fixed on the connector 10 of U-shaped card 7.
In the above-mentioned mesh font auxiliary beam structure of the utility model, the length of main stress component 1 determines according to the span of girder 8, secondary
The length of primary structure member 2 determines according to template suspension centre and passage deployment scenarios.Large-scale steel form connects mesh font pair by hanging
Liang Shang, interior hanger hang on the primary structure member of mesh font auxiliary girder and connected with U-shaped card.Arrange that springboard is formed on mesh font auxiliary girder
Passage, protective upright rod is inserted on protective fence sleeve pipe, vertical thick stick is connected with horizontal protective bar, colligation protection network on fender rod, as
Passage both sides are protected.
Preferred embodiment of the present utility model is the foregoing is only, is not limited to the utility model, for this
For the technical staff in field, the utility model can have various modifications and variations.It is all in the spirit and principles of the utility model
Within, any modification, equivalent substitution and improvements made etc., it should be included within the scope of protection of the utility model.
Claims (7)
- A kind of 1. mesh type auxiliary beam structure, it is characterised in that：The mesh type auxiliary beam structure is arranged at girder (8) above, with girder (8) It is fixedly connected by U-shaped card (7), major-minor beam is formed the plane entirety that vertically and horizontally can transmit horizontal force；The mesh type pair Girder construction includes main stress component (1), secondary primary structure member (2) and protective fence sleeve pipe (3)；Wherein：The main stress component (1) For two, primary structure member (2) is arranged in perpendicular to main stress component (1) and averagely between two main stress components (1) several times； The main stress component (1) and time primary structure member (2) are in the same plane；The protective fence sleeve pipe (3) be fixed on it is main by On power component (1).
- 2. mesh type auxiliary beam structure according to claim 1, it is characterised in that：The main stress component (1) is channel-section steel, two The groove of main stress component (1) is staggered relatively；The both ends of the secondary primary structure member (2) pass through bolt (4) and the main stress structure The groove floor of part (1) is connected.
- 3. mesh type auxiliary beam structure according to claim 2, it is characterised in that：The protective fence sleeve pipe (3) is welded on master On the lateral surface of primary structure member (1).
- 4. mesh type auxiliary beam structure according to claim 1, it is characterised in that：In the mesh type auxiliary beam structure, main stress structure The length of part (1) determines that the length of secondary primary structure member (2) is according to template suspension centre and passage deployment scenarios according to girder (8) span It is determined that.
- 5. mesh type auxiliary beam structure according to claim 1, it is characterised in that：Placed in the protective fence sleeve pipe (3) anti- Vertical rod (5) is protected, the protective upright rod (5) is provided with and wears pin (6), for controlling the installation site of protective upright rod (5)；The protection Colligation protection network in vertical rod (5), protected as passage both sides.
- 6. mesh type auxiliary beam structure according to claim 5, it is characterised in that：The mesh type auxiliary beam structure is solid with girder (8) Surely the concrete mode connected is：It is used to pass through girder with the perforate of auxiliary girder junction, the both ends of U-shaped card (7) on girder (8) (8) behind the hole on, one end of U-shaped card (7) is stretched into the protective upright rod (5) placed in protective fence sleeve pipe (3), and the other end is then Through secondary primary structure member (2), then the both ends of U-shaped card (7) are fixed on to by bolt (4) connector (10) of U-shaped card (7) On.
- 7. mesh type auxiliary beam structure according to claim 5, it is characterised in that：Springboard is arranged on the mesh type auxiliary beam structure (9) passage is formed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720628181.1U CN206801049U (en) | 2017-06-01 | 2017-06-01 | A kind of mesh type auxiliary beam structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720628181.1U CN206801049U (en) | 2017-06-01 | 2017-06-01 | A kind of mesh type auxiliary beam structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206801049U true CN206801049U (en) | 2017-12-26 |
Family
ID=60744546
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720628181.1U Active CN206801049U (en) | 2017-06-01 | 2017-06-01 | A kind of mesh type auxiliary beam structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206801049U (en) |
-
2017
- 2017-06-01 CN CN201720628181.1U patent/CN206801049U/en active Active
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