CN210563427U - Aluminum mould ground anchor structure - Google Patents
Aluminum mould ground anchor structure Download PDFInfo
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- CN210563427U CN210563427U CN201921004322.8U CN201921004322U CN210563427U CN 210563427 U CN210563427 U CN 210563427U CN 201921004322 U CN201921004322 U CN 201921004322U CN 210563427 U CN210563427 U CN 210563427U
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- steel bar
- ground anchor
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- aluminum mould
- shaped steel
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Abstract
An aluminum mould ground anchor structure belongs to the technical field of reinforced concrete wall construction. The steel bar ground anchor comprises binding wires (1), an aluminum die U-shaped steel bar ground anchor (2), floor upper layer steel bars (3), floor lower layer steel bars (4), round cement cushion blocks (5) and an aluminum die (6); the aluminum mould U-shaped steel bar ground anchor (2) is arranged according to the position of an aluminum mould inclined support foundation plate, the distance from the aluminum mould U-shaped steel bar ground anchor to a wall is 1.5m, the distance in the horizontal direction is not more than 1.6m, namely the distance between the aluminum mould inclined supports; the U-shaped steel bar ground anchor (2) of the aluminum die is firmly bound with the upper-layer steel bar (3) and the lower-layer steel bar (4) of the floor by the binding wire (1), and a round cement cushion block (5) is arranged between the U-shaped steel bar ground anchor (2) of the aluminum die and the aluminum die (6). The aluminum mould inclined support anchor has the advantages that the aluminum mould U-shaped steel bar ground anchor clamps the aluminum mould inclined support base plate and is not easy to shift, the verticality of the wall aluminum mould is ensured on the premise of ensuring the stability of the aluminum mould inclined support, and the residual short materials in the steel bar processing are fully utilized; drilling holes on the concrete floor is not needed, so that the operation is simplified, and the time is shortened.
Description
Technical Field
The utility model belongs to the technical field of muscle concrete wall body construction, especially, provide an aluminium mould earth anchor structure.
Background
At present, when a reinforced concrete wall structure template in engineering is constructed by adopting an aluminum mould, the method of drilling holes on a concrete floor slab by an electric drill and inserting steel bars or pins is generally adopted, but the reinforced concrete wall structure template has the following defects: the drilling causes the concrete floor to be damaged, and the concrete is easy to crack and leak (because the construction period of the aluminum mould is short, the concrete strength is lower); when drilling, the electric embedded pipe is easy to drill, so that the embedded pipe is damaged and blocked, and the difficulty is caused for electric threading.
Disclosure of Invention
An object of the utility model is to provide an aluminium mould earth anchor structure adopts U-shaped reinforcing bar earth anchor (utilize the reinforcing bar to add surplus short material preparation man-hour, the diameter is phi 10 ~ 16 round steel or screw-thread steel), has guaranteed under the firm prerequisite of aluminium mould bearing diagonal, has also guaranteed the straightness that hangs down of wall body aluminium mould, make full use of the reinforcing bar add surplus short material man-hour. The U-shaped ground anchors are arranged at the positions of the aluminum mould inclined support baseboard, the distance from the U-shaped ground anchors to the wall is 1.5m, and the distance in the horizontal direction is not more than 1.6m (the distance between the aluminum mould inclined supports).
The utility model discloses a ligature silk 1, aluminium mould U-shaped reinforcing bar earth anchor 2, floor upper reinforcing bar 3, floor lower floor reinforcing bar 4, circular cement cushion 5, aluminium mould 6. The aluminum mould U-shaped steel bar ground anchor 2 is arranged according to the position of an aluminum mould inclined support baseboard, the distance from the wall is 1.5m, and the distance in the horizontal direction is not more than 1.6m (the distance between the aluminum mould inclined supports). The aluminum die U-shaped steel bar ground anchor 2 is firmly bound with the floor slab upper layer steel bar 3 and the floor slab lower layer steel bar 4 by the binding wires 1, and a circular cement cushion block 5 is arranged between the aluminum die U-shaped steel bar ground anchor 2 and the aluminum die 6.
The aluminum die U-shaped steel bar ground anchor is made of residual short materials during steel bar processing, and the diameter of the aluminum die U-shaped steel bar ground anchor is phi 10-16 round steel or deformed steel. The length of the U-shaped steel bar ground anchor is the sum of the thickness of a concrete floor slab and 100-a steel bar protection layer at the bottom of the floor slab, and the width of the U-shaped steel bar ground anchor is the center distance of the aluminum mould inclined strut foundation slab holes.
When the reinforced concrete main structure template is constructed by adopting the aluminum template, the measure that the ground anchor is arranged in the concrete floor slab and used for fixing the inclined support of the template is indispensable. The utility model discloses an aluminium mould U-shaped reinforcing bar earth anchor is as fixed aluminium mould bearing diagonal, is applicable to the reinforced concrete major structure that the template adopted the aluminium mould, has guaranteed also that the straightness that hangs down of wall body aluminium mould under the prerequisite that the aluminium mould bearing diagonal was firm, make full use of the reinforcing bar add remaining short material man-hour.
The beneficial effects of the utility model
The aluminum mould inclined support base plate is clamped by the aluminum mould U-shaped steel bar ground anchor and is not easy to shift, the verticality of the wall aluminum mould is ensured on the premise of ensuring the stability of the aluminum mould inclined support, and the residual short materials in the steel bar processing are fully utilized; drilling holes on the concrete floor is not needed, so that the operation is simplified, and the time is shortened.
The method is suitable for the reinforced concrete main body structure of which the template adopts an aluminum mould. The method has good popularization value for controlling the inclined supporting position of the aluminum template in various construction projects.
Drawings
Fig. 1 is a schematic view of an aluminum die U-shaped steel bar ground anchor.
Fig. 2 is a schematic view of the installation structure of the present invention.
In the figure, a binding wire 1, an aluminum mould U-shaped steel bar ground anchor 2, a floor slab upper layer steel bar 3, a floor slab lower layer steel bar 4, a round cement cushion block 5, an aluminum mould 6, a cast-in-place concrete floor slab thickness +100 mm-floor slab bottom steel bar protection layer 7 and an aluminum mould inclined strut bottom hole center distance 8.
Detailed Description
The utility model discloses a ligature silk 1, aluminium mould U-shaped reinforcing bar earth anchor 2, floor upper reinforcing bar 3, floor lower floor reinforcing bar 4, circular cement cushion 5, aluminium mould 6. The aluminum mould U-shaped steel bar ground anchor 2 is arranged at a distance of 1.5m from the wall according to the position of the aluminum mould inclined support baseboard. The horizontal direction spacing is not more than 1.6m (aluminum mold diagonal bracing spacing). The aluminum die U-shaped steel bar ground anchor 2 is firmly bound with the floor slab upper layer steel bar 3 and the floor slab lower layer steel bar 4 by the binding wires 1, and a circular cement cushion block 5 is arranged between the aluminum die U-shaped steel bar ground anchor 2 and the aluminum die 6.
The length of the aluminum-die U-shaped steel bar ground anchor is + 100-thickness of the concrete floor slab and the steel bar protection layer at the bottom of the floor slab, and the width is the center distance of the aluminum-die inclined-strut anchor slab holes.
Claims (2)
1. An aluminum mould ground anchor structure is characterized by comprising a binding wire (1), an aluminum mould U-shaped steel bar ground anchor (2), a floor slab upper layer steel bar (3), a floor slab lower layer steel bar (4), a round cement cushion block (5) and an aluminum mould (6); the aluminum mould U-shaped steel bar ground anchor (2) is arranged according to the position of an aluminum mould inclined support foundation plate, the distance from the aluminum mould U-shaped steel bar ground anchor to a wall is 1.5m, the distance in the horizontal direction is not more than 1.6m, namely the distance between the aluminum mould inclined supports; the U-shaped steel bar ground anchor (2) of the aluminum die is firmly bound with the upper-layer steel bar (3) and the lower-layer steel bar (4) of the floor by the binding wire (1), and a round cement cushion block (5) is arranged between the U-shaped steel bar ground anchor (2) of the aluminum die and the aluminum die (6).
2. The aluminum die ground anchor structure according to claim 1, wherein the diameter of the aluminum die U-shaped steel bar ground anchor (2) is round steel or deformed steel bar with the diameter of 10-16 mm, the length of the aluminum die U-shaped steel bar ground anchor (2) is the thickness of a concrete floor slab plus 100-a steel bar protection layer at the bottom of the floor slab, and the width is the center distance of the aluminum die inclined strut ground anchor plate hole.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201921004322.8U CN210563427U (en) | 2019-06-28 | 2019-06-28 | Aluminum mould ground anchor structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201921004322.8U CN210563427U (en) | 2019-06-28 | 2019-06-28 | Aluminum mould ground anchor structure |
Publications (1)
Publication Number | Publication Date |
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CN210563427U true CN210563427U (en) | 2020-05-19 |
Family
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201921004322.8U Active CN210563427U (en) | 2019-06-28 | 2019-06-28 | Aluminum mould ground anchor structure |
Country Status (1)
Country | Link |
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CN (1) | CN210563427U (en) |
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2019
- 2019-06-28 CN CN201921004322.8U patent/CN210563427U/en active Active
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