CN211114847U - Bracing structure of aluminium membrane - Google Patents
Bracing structure of aluminium membrane Download PDFInfo
- Publication number
- CN211114847U CN211114847U CN201921913064.5U CN201921913064U CN211114847U CN 211114847 U CN211114847 U CN 211114847U CN 201921913064 U CN201921913064 U CN 201921913064U CN 211114847 U CN211114847 U CN 211114847U
- Authority
- CN
- China
- Prior art keywords
- plate
- steel bar
- anchor ring
- diagonal brace
- bar anchor
- 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
- Joining Of Building Structures In Genera (AREA)
Abstract
An aluminum film diagonal brace structure comprises a diagonal brace, an upper connecting assembly and a lower connecting assembly; the diagonal brace is a telescopic rod, and a hanging ring is arranged in the middle of the diagonal brace; the upper connecting assembly is connected between the upper end of the diagonal brace and the aluminum alloy membrane plate and comprises a pinch plate; the buckle plate is hinged with the diagonal brace, and the buckle plate is buckled and connected with the transverse back ridge at the back of the aluminum alloy membrane plate; the lower connecting assembly comprises a lower shackle and a steel bar anchor ring; the lower shackle is connected to the lower end of the diagonal brace; the reinforcing steel bar anchor ring is in an inverted U shape, and the lower parts of two vertical edges of the reinforcing steel bar anchor ring are horizontally bent towards one side to form a connecting edge; the lower part of the steel bar anchor ring is embedded in the floor slab, and the connecting edge at the bottom of the steel bar anchor ring is welded on the steel bar mesh sheet in the floor slab; the lower shackle is hooked on the steel bar anchor ring. The utility model provides a traditional fixer loss great, the fixer draws the technical problem that splits floor and fixed ability are more weak easily on the floor surface.
Description
Technical Field
The utility model belongs to the building engineering construction field especially relates to an bracing structure of aluminium membrane.
Background
When the aluminum film is supported, in order to ensure the stability of the template, an inclined strut is usually supported at the outer side of the template; the traditional aluminum alloy formwork diagonal brace is fixed with a floor slab by using a fixer; if adopt the fixer with bracing and floor fixed connection have following shortcoming: the loss of the fixer is large, the fixer easily cracks the floor on the surface of the floor, and the fixing capability is weak.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a bracing structure of aluminium membrane, it is great to solve traditional fixer loss, and the fixer pulls easily at the floor surface and splits floor and the weaker technical problem of fixed ability.
In order to achieve the above purpose, the utility model adopts the following technical scheme.
An aluminum film diagonal brace structure comprises a diagonal brace, an upper connecting assembly and a lower connecting assembly; the diagonal brace is a telescopic rod, and a hanging ring is arranged in the middle of the diagonal brace; the upper connecting assembly is connected between the upper end of the diagonal brace and the aluminum alloy membrane plate and comprises a pinch plate; the buckle plate is hinged with the diagonal brace, and the buckle plate is buckled and connected with the transverse back ridge at the back of the aluminum alloy membrane plate; the lower connecting assembly comprises a lower shackle and a steel bar anchor ring; the lower shackle is connected to the lower end of the diagonal brace; the reinforcing steel bar anchor ring is in an inverted U shape, and the lower parts of two vertical edges of the reinforcing steel bar anchor ring are horizontally bent towards one side to form a connecting edge; the lower part of the steel bar anchor ring is embedded in the floor slab, and the connecting edge at the bottom of the steel bar anchor ring is welded on the steel bar mesh sheet in the floor slab; the lower shackle is hooked on the steel bar anchor ring.
Preferably, the buckle plate is made of channel steel and comprises a top plate, a vertical plate and a bottom plate; the top plate and the bottom plate of the pinch plate are correspondingly provided with through holes; vertical through holes are formed in the positions, corresponding to the through holes, on the transverse back edges; the buckle plate is detachably connected with the transverse back edge through bolts penetrating through the through holes and the vertical through holes.
Preferably, a connecting plate is arranged on the outer side of the vertical plate; the plate surface of the connecting plate is provided with a connecting hole; the upper end of the diagonal brace is connected with an upper shackle; the upper hook ring is hooked with the connecting plate.
Preferably, the connecting edge at the bottom of the steel bar anchor ring is welded and connected with a horizontal plate; and the steel bar anchor ring is welded and connected on the steel bar mesh through a horizontal plate.
Preferably, the length of the connecting edge is not less than 200 mm; the length of the steel bar anchor ring exceeding the top of the floor slab is 40 mm-60 mm.
Compared with the prior art, the utility model has the following characteristics and beneficial effect.
1. The utility model uses the waste steel bars to manufacture the steel bar anchor ring for fixing the inclined strut and the floor slab, which not only can utilize the waste steel bars, but also can protect the floor slab from being pulled and cracked, thereby playing a good role in fixing; the utility model provides a traditional fixer loss great, the fixer draws the technical problem who splits the floor easily at the floor surface.
2. The upper hook ring is arranged at the upper end of the diagonal brace and is connected with the transverse back ridge through the buckle plate; the connection mode of the inclined stay bar and the transverse back ridge is simple in operation and convenient to construct, and the construction efficiency is greatly improved.
3. The utility model discloses in the bottom on connecting the limit sets up the horizontal plate to be connected through horizontal plate and reinforcing bar net piece, the setting of horizontal plate has strengthened the fixed ability of reinforcing bar anchor ring, the utility model provides a technical problem that traditional fixer fixed ability is more weak.
Drawings
The present invention will be described in further detail with reference to the accompanying drawings.
Fig. 1 is the utility model discloses a bracing structure supports the structure chart between floor and aluminum alloy diaphragm.
Fig. 2 is the utility model discloses well reinforcing bar anchor ring sets up the schematic structure in the floor.
Fig. 3 is the utility model discloses well reinforcing bar anchor ring bottom sets up the schematic structure drawing of horizontal plate.
Fig. 4 is a schematic structural view of the middle buckle plate of the present invention.
Fig. 5 is a schematic view of the connection structure of the middle aluminum alloy membrane and the horizontal back.
Reference numerals: 1-diagonal brace, 2-hoisting ring, 3-aluminum alloy membrane plate, 4-buckle plate, 4.1-top plate, 4.2-vertical plate, 4.3-bottom plate, 4.4-connecting plate, 5-transverse back ridge, 6-lower shackle, 7-reinforcing steel bar anchor ring, 7.1-connecting edge, 8-floor slab, 9-reinforcing steel bar net piece, 10-perforation, 11-connecting hole, 12-vertical through hole, 13-bolt, 14-upper shackle and 15-horizontal plate.
Detailed Description
As shown in fig. 1-5, the bracing structure of the aluminum film comprises a bracing rod 1, an upper connecting assembly and a lower connecting assembly; the diagonal brace 1 is a telescopic rod, and a hanging ring 2 is arranged in the middle of the diagonal brace 1; the upper connecting assembly is connected between the upper end of the diagonal brace 1 and the aluminum alloy membrane plate 3 and comprises a pinch plate 4; the buckle plate 4 is hinged with the diagonal brace 1, and the buckle plate 4 is buckled with a transverse back ridge 5 on the back of the aluminum alloy membrane plate 3; the lower connecting component comprises a lower shackle 6 and a steel bar anchor ring 7; the lower shackle 6 is connected to the lower end of the diagonal brace 1; the reinforcing steel bar anchor ring 7 is in an inverted U shape, and the lower parts of two vertical edges of the reinforcing steel bar anchor ring 7 are horizontally bent towards one side to form a connecting edge 7.1; the lower part of the steel bar anchor ring 7 is embedded in a floor slab 8, and a connecting edge 7.1 at the bottom of the steel bar anchor ring 7 is welded on a steel bar net piece 9 in the floor slab 8; the lower shackle 6 is hooked on the steel bar anchor ring 7.
In the embodiment, the pinch plate 4 is made of channel steel and comprises a top plate 4.1, a vertical plate 4.2 and a bottom plate 4.3; the top plate 4.1 and the bottom plate 4.3 of the pinch plate 4 are correspondingly provided with through holes 10; vertical through holes 12 are formed in the positions, corresponding to the through holes 10, on the transverse back edges 5; the buckle plate 4 is detachably connected with the transverse back edge 5 through bolts 13 penetrating through the through holes 10 and the vertical through holes 12.
In the embodiment, a connecting plate 4.4 is arranged outside the vertical plate 4.2; the plate surface of the connecting plate 4.4 is provided with a connecting hole 11; the upper end of the diagonal brace 1 is connected with an upper shackle 14; the upper shackle 14 is hooked to the connecting plate 4.4.
In the embodiment, a connecting edge 7.1 at the bottom of the steel bar anchor ring 7 is welded and connected with a horizontal plate 15; and the steel bar anchor ring 7 is welded and connected on the steel bar mesh 9 through a horizontal plate 15.
In this embodiment, the length of the connecting edge 7.1 is not less than 200 mm; the length of the steel bar anchor ring 7 exceeding the top of the floor slab 8 is 40 mm-60 mm.
In this embodiment, the diagonal brace 1 is made of an aluminum alloy pipe or a stainless steel pipe.
In this embodiment, the construction method of the bracing structure of the aluminum film includes the following steps.
Step one, the reinforcing steel bar anchor ring 7 is lofted, the size is measured in advance, blanking is carried out on a reinforcing steel bar processing shed, and processing is carried out according to the size of a large sample of a drawing.
Step two, positioning and paying off: and (4) paying out the line of the fixed position of the diagonal brace 1 and the floor slab 8.
Step three, binding of the reinforcing mesh 9: and fixing the manufactured steel bar anchor ring 7 with a steel bar net piece 9 in a floor slab 8, and burying the steel bar anchor ring 7 at the position of each fixing point.
Step four, pouring concrete of the floor slab 8: when concrete is poured, whether the steel bar anchor ring 7 deviates or not and whether the steel bar anchor ring floats or not should be checked.
Step five, removing the mold: when the diagonal brace 1 of the aluminum alloy template 3 is dismantled, the steel bar anchor ring 7 exposed out of the surface of the floor slab 8 is cut at the same time.
The above embodiments are not exhaustive of the specific embodiments, and other embodiments are possible, and the above embodiments are intended to illustrate, but not limit the scope of the present invention, and all applications coming from the simple changes of the present invention fall within the scope of the present invention.
Claims (5)
1. An aluminum film diagonal brace structure comprises a diagonal brace (1), an upper connecting assembly and a lower connecting assembly; the method is characterized in that: the diagonal brace (1) is a telescopic rod, and a hanging ring (2) is arranged in the middle of the diagonal brace (1); the upper connecting assembly is connected between the upper end of the diagonal brace (1) and the aluminum alloy membrane plate (3) and comprises a pinch plate (4); the buckle plate (4) is hinged with the diagonal brace (1), and the buckle plate (4) is buckled with the transverse back ridge (5) on the back of the aluminum alloy membrane plate (3); the lower connecting component comprises a lower shackle (6) and a steel bar anchor ring (7); the lower shackle (6) is connected to the lower end of the diagonal brace (1); the reinforcing steel bar anchor ring (7) is in an inverted U shape, and the lower parts of two vertical edges of the reinforcing steel bar anchor ring (7) are horizontally bent towards one side to form a connecting edge (7.1); the lower part of the steel bar anchor ring (7) is embedded in the floor slab (8), and the connecting edge (7.1) at the bottom of the steel bar anchor ring (7) is welded on a steel bar net piece (9) in the floor slab (8); the lower shackle (6) is hooked on the steel bar anchor ring (7).
2. The aluminum film bracing structure according to claim 1, wherein: the buckle plate (4) is made of channel steel and comprises a top plate (4.1), a vertical plate (4.2) and a bottom plate (4.3); a top plate (4.1) and a bottom plate (4.3) of the pinch plate (4) are correspondingly provided with through holes (10); vertical through holes (12) are formed in the positions, corresponding to the through holes (10), on the transverse back edges (5); the buckle plate (4) is detachably connected with the transverse back edge (5) through bolts (13) penetrating through the through holes (10) and the vertical through holes (12).
3. The aluminum film bracing structure according to claim 2, wherein: a connecting plate (4.4) is arranged on the outer side of the vertical plate (4.2); the plate surface of the connecting plate (4.4) is provided with a connecting hole (11); the upper end of the diagonal brace (1) is connected with an upper shackle (14); the upper hook ring (14) is hooked with the connecting plate (4.4).
4. The aluminum film bracing structure according to claim 1, wherein: a connecting edge (7.1) at the bottom of the steel bar anchor ring (7) is welded and connected with a horizontal plate (15); the steel bar anchor ring (7) is welded on the steel bar mesh (9) through the horizontal plate (15).
5. The aluminum film bracing structure according to claim 1, wherein: the length of the connecting edge (7.1) is not less than 200 mm; the length of the steel bar anchor ring (7) exceeding the top of the floor slab (8) is 40 mm-60 mm.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201921913064.5U CN211114847U (en) | 2019-11-07 | 2019-11-07 | Bracing structure of aluminium membrane |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201921913064.5U CN211114847U (en) | 2019-11-07 | 2019-11-07 | Bracing structure of aluminium membrane |
Publications (1)
Publication Number | Publication Date |
---|---|
CN211114847U true CN211114847U (en) | 2020-07-28 |
Family
ID=71695565
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201921913064.5U Active CN211114847U (en) | 2019-11-07 | 2019-11-07 | Bracing structure of aluminium membrane |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN211114847U (en) |
-
2019
- 2019-11-07 CN CN201921913064.5U patent/CN211114847U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN211114847U (en) | Bracing structure of aluminium membrane | |
CN103615075A (en) | Concrete sloping roof continuous casting forming method | |
CN215803194U (en) | Regularization template | |
CN108442594A (en) | A kind of thin floor and its construction technology | |
CN215484618U (en) | A pour template structure for assembled shear force wall and post | |
CN211597710U (en) | A adjustable shore structure of complete set for post-cast strip construction | |
CN212129882U (en) | Prefabricated construction outrigger drawknot structure | |
CN210507768U (en) | Novel prefabricated balcony | |
CN209308417U (en) | A kind of quick production and for building half prefabricated system automatically docked | |
CN208167766U (en) | A kind of simple and fast connection precast concrete plate fetal membrane | |
CN207092546U (en) | A kind of subsiding crack both sides shear wall formwork for placing frame being easily installed | |
CN216839542U (en) | Mounting structure in tower crane foundation construction | |
CN216196579U (en) | Design support suitable for board department falls | |
CN216587698U (en) | Detachable circular arc chamfer hangs mould device | |
CN217417884U (en) | Multifunctional concrete prefabricated part hoisting combined frame | |
CN217923122U (en) | A template braced system that is used for pier stud bent cap chamfer part to pour | |
CN215885951U (en) | Construction elevator adheres to strutting arrangement | |
CN215516438U (en) | Pedestrian passageway for connecting tower crane and building structure | |
CN212534786U (en) | High-strength autoclaved aerated concrete slab | |
CN212836710U (en) | Vertical reinforcing apparatus of pulling-on piece system | |
CN217711697U (en) | Floor slab lowering and hanging die used in aluminum alloy template construction | |
CN209413046U (en) | A kind of built-in double-end plug post formula combined shear wall construction | |
CN220747336U (en) | Novel wallboard connecting device | |
CN216640446U (en) | Flood bank protection slope module | |
CN213806601U (en) | Building templates supports protector |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |