CN213234252U - Arc shear wall template support system - Google Patents
Arc shear wall template support system Download PDFInfo
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- CN213234252U CN213234252U CN202020314971.4U CN202020314971U CN213234252U CN 213234252 U CN213234252 U CN 213234252U CN 202020314971 U CN202020314971 U CN 202020314971U CN 213234252 U CN213234252 U CN 213234252U
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Abstract
The utility model relates to a construction technical field, more specifically say, relate to an arc shear wall template supports system. This supporter is in the setting of two cambered surfaces in the arc shear force wall planning position, outside, including supporting panel, square timber and arc fossil fragments, supporting panel hugs closely in the arc shear force wall planning position, the outside cambered surface is closely spread, and the square timber is fixed to be set up in the supporting panel outside, parallel arrangement between each side wood, and the perpendicular square timber setting of arc fossil fragments just rather than hugging closely, and the arc fossil fragments outside is vertical to be hugged closely and is provided with the location steel pipe, and interior, outside location steel pipe is through drawing the screw rod drawknot. The support system is simple to erect, stable in structure, suitable for various arc-shaped shear walls and capable of effectively shortening the construction period. The utility model discloses mainly be applied to in the aspect of the arc shear wall template supports.
Description
Technical Field
The utility model relates to a construction technical field, more specifically say, relate to an arc shear wall template supports system.
Background
With the development of building technology, the design of building shapes is infinite, shear walls, breast boards, parapets and the like are designed into radian structures, the shapes are beautiful and are a great bright point of engineering, but the requirements of arc walls on the construction of templates are high, and in order to ensure the construction quality and the appearance after forming, the steel shaping mold is the best choice. However, the modeling design only occupies a small part, a leasing unit does not have a proper sizing template, and if the modeling design is customized and purchased from a manufacturer, the modeling design is idle after being used for a plurality of times, so that the project cost is increased.
SUMMERY OF THE UTILITY MODEL
In order to solve the technical problem, the utility model provides an arc shear wall formwork support system, this formwork support system cost is low, practices thrift construction cost, and the structure is firm, is applicable to the template construction of various radian structure walls.
In order to solve the technical problem, the utility model discloses the technical scheme who takes does:
the utility model provides an arc shear force wall formwork support system, this supporter system sets up at two cambered surfaces in the arc shear force wall planning position, including supporting panel, square timber and arc fossil fragments, the supporting panel hugs closely the setting of arc shear force wall planning position inside and outside cambered surface, the square timber is fixed to be set up in the supporting panel outside, parallel arrangement between each square timber, the perpendicular square timber setting of arc fossil fragments just rather than hugging closely, the arc fossil fragments outside is vertical to be hugged closely and is provided with the location steel pipe, inside and outside location steel pipe is through the split screw drawknot.
The two side supporting panels are obliquely and parallelly arranged.
The supporting panels are formed by densely paving arc-shaped bamboo plywood strips.
The square timbers are vertically arranged, and the intervals among the square timbers are arranged according to construction requirements.
The arc-shaped keels are made of phi 20 twisted steel bars, two groups of the arc-shaped keels are a group, each group of the arc-shaped keels are arranged in parallel, and the number of the groups of the arc-shaped keels is set according to the construction condition.
The two positioning steel pipes are in a group, each group of positioning steel pipes is clamped and pulled by a counter-pull screw, and the counter-pull screws are arranged at the coincident points of the positioning steel pipes and the arc-shaped keels.
The opposite-pulling screw rods are at least provided with two groups.
The positioning steel pipe is a phi 45 steel pipe.
Compared with the prior art, the utility model discloses the beneficial effect who has does:
the construction materials of the utility model are common construction materials, so that the construction cost is greatly saved compared with a customized template; the toughness characteristic of the phi 20 twisted steel is utilized, so that the support is more stable and is suitable for walls with various radian models; the bamboo plywood strips are densely paved, so that the flatness of the arc-shaped wall surface is ensured. The construction period is effectively shortened, and the construction efficiency is improved.
Drawings
Fig. 1 is a schematic structural view of the present invention;
in the figure: the steel plate is characterized in that the steel plate comprises 1 arc-shaped shear walls, 2 supporting panels, 3 square timbers, 4 arc-shaped keels, 5 counter-pulling screw rods and 6 positioning steel pipes.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
As shown in figure 1, an arc shear wall template support system, this supporter system is in arc shear wall 1 planning position, two cambered surface settings in the outside, including supporting panel 2, square timber 3 and arc fossil fragments 4, supporting panel 2 hugs closely in arc shear wall 1 planning position, the outside cambered surface sets up, it sets up according to arc shear wall 1 angle setting to set up the radian, supporting panel 2 thickness is not less than 10mm, square timber 3 is fixed to be set up in the supporting panel 2 outside, parallel arrangement between each side timber 3, square timber 3 sets up with ground vertically, arc fossil fragments 4 perpendicular square timber 3 sets up and hugs closely with it, arc fossil fragments 4 outsides are vertical to be hugged closely and are provided with location steel pipe 6, interior, outside location steel pipe 6 is through split screw 5 drawknot. The supporting panel 2 sets a template for the arc-shaped shear wall 1, and the quota of the square timber 3 and the arc-shaped keel 4 and the counter-pulling screw rod 5 provide supporting force.
Preferably, the two side support panels 2 are diagonally arranged in parallel.
Preferably, the supporting panels 2 are all formed by densely paving arc-shaped bamboo plywood strips, and the bamboo plywood strips are tightly bonded.
Preferably, the square timbers 3 are vertically arranged, and the intervals between the square timbers 3 are arranged according to construction requirements.
Preferably, the arc-shaped keels 4 are made of phi 20 twisted steel, the two arc-shaped keels are in a group, each group of arc-shaped keels 4 are arranged in parallel, and the number of the groups of arc-shaped keels is set according to the construction condition.
Preferably, two positioning steel pipes 6 are in a group, each group of positioning steel pipes 6 is clamped and pulled by one opposite-pulling screw rod 5, and the opposite-pulling screw rods 5 are arranged at the coincident points of the positioning steel pipes 6 and the arc-shaped keels 4.
Preferably, the opposite-pulling screw rods 5 are at least provided with two groups, and the number of the opposite-pulling screw rods 5 is set according to specific construction conditions.
Preferably, the positioning steel pipe 6 is a phi 45 steel pipe.
The supporting panel 2 is bonded and densely paved according to construction requirements, the square timber 3 and the arc-shaped keel 4 horizontally arranged are arranged on the outer side of the supporting panel 2, the arc-shaped keel 4 is positioned through the steel bar positioner, the bamboo plywood with lower rigidity is effectively reinforced, and deformation is avoided in the pouring process.
The above description has been made in detail only for the preferred embodiment of the present invention, but the present invention is not limited to the above embodiment, and various changes can be made without departing from the spirit of the present invention within the knowledge scope of those skilled in the art, and all such changes are intended to be encompassed by the present invention.
Claims (6)
1. The utility model provides an arc shear wall formwork support system, this supporter is in two cambered surfaces settings in arc shear wall (1) planning position inside and outside, its characterized in that: the steel plate shear wall comprises a supporting panel (2), square timbers (3) and arc-shaped keels (4), wherein the supporting panel (2) is tightly attached to the inner side and the outer side of the planned position of an arc-shaped shear wall (1) in an arc-shaped mode, the square timbers (3) are fixedly arranged on the outer side of the supporting panel (2), the square timbers (3) are arranged in parallel, the arc-shaped keels (4) are perpendicular to the square timbers (3) and tightly attached to the square timbers, positioning steel pipes (6) are vertically and tightly attached to the outer sides of the arc-shaped keels (4), and the inner side positioning steel pipes (6) and; the supporting panels (2) are all formed by densely paving arc-shaped bamboo plywood strips; two location steel pipes (6) are a set of, and every location steel pipe (6) of group is by a split screw (5) centre gripping drawknot, split screw (5) set up in location steel pipe (6) and arc fossil fragments (4) coincidence point department.
2. The arc-shaped shear wall formwork support system of claim 1, wherein: the supporting panels (2) on the two sides are obliquely and parallelly arranged.
3. The arc-shaped shear wall formwork support system of claim 1, wherein: the square timbers (3) are vertically arranged, and the intervals among the square timbers (3) are arranged according to construction requirements.
4. The arc-shaped shear wall formwork support system of claim 1, wherein: the arc-shaped keels (4) are made of phi 20 twisted steel bars, two groups of the arc-shaped keels are a group, each group of the arc-shaped keels (4) are arranged in parallel, and the number of the groups of the arc-shaped keels is set according to the construction condition.
5. The arc-shaped shear wall formwork support system of claim 1, wherein: the split screw rods (5) are at least provided with two groups.
6. The arc-shaped shear wall formwork support system of claim 1, wherein: the positioning steel pipe (6) is a phi 45 steel pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020314971.4U CN213234252U (en) | 2020-03-14 | 2020-03-14 | Arc shear wall template support system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020314971.4U CN213234252U (en) | 2020-03-14 | 2020-03-14 | Arc shear wall template support system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213234252U true CN213234252U (en) | 2021-05-18 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020314971.4U Active CN213234252U (en) | 2020-03-14 | 2020-03-14 | Arc shear wall template support system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213234252U (en) |
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2020
- 2020-03-14 CN CN202020314971.4U patent/CN213234252U/en active Active
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