CN204983647U - Design instrument formula aluminum alloy template - Google Patents
Design instrument formula aluminum alloy template Download PDFInfo
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- CN204983647U CN204983647U CN201520672130.XU CN201520672130U CN204983647U CN 204983647 U CN204983647 U CN 204983647U CN 201520672130 U CN201520672130 U CN 201520672130U CN 204983647 U CN204983647 U CN 204983647U
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- aluminum alloy
- mould plate
- alloy mould
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- wall
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Abstract
The utility model provides a design instrument formula aluminum alloy template, includes and fixes in a pair of aluminum alloy template (1) of wall body and roof beam / post surface relatively through the crab -bolt, offers injected hole (2) in the aluminum alloy template, alternates on embedded anchor (4) and press the support piece that puts more energy into (3) in the aluminum alloy template through pre -buried embedded anchor (4) on interior wall wall body (6) and roof beam / post, locks lock nut (5) outside the support piece that puts more energy into (3). Adopt the utility model discloses, the substituted is traditional rolls brick building, avoids buildding of scaffold simultaneously. Be under construction easy and simple to handle, high -efficient, safety.
Description
Technical field
The utility model relates to building engineering construction technical field of tools.
Background technology
The traditional interior wall of the realm of building construction arranges and need reserve certain space at the bottom of wall top and beam, then tiltedly puts wall brick and builds by laying bricks or stones, be called and roll brick.Rolling arranging of brick one is under deformation induced by gravity, cause wall crazing bottom beam after brick wall is built by laying bricks or stones, and two is that beam bottom space is limited, and flat operation easier of building by laying bricks or stones is large, adopts to roll brick masonry and can simplify constructing operation.But roll building by laying bricks or stones to rely on and manually completing of brick at present, construction quality and speed are difficult to ensure, and rolling to build position by laying bricks or stones usually higher, need to scaffold erecting, preparation of construction trouble and operation is long, constructs and also there is certain potential safety hazard.
Summary of the invention
The purpose of this utility model is the problem in order to solve prior art, provides a kind of and does not need to build construction scaffolding, not needing rolling to build by laying bricks or stones can by auxiliary by the shaping tool formula aluminum alloy mould plate that space is filled up, constructing operation is easy, efficient, safe between at the bottom of interior wall wall top and beam.
The purpose of this utility model is achieved through the following technical solutions:
A kind of shaping tool formula aluminum alloy mould plate, comprise and relatively with the cast-in fixing bolt on beam/post being mounted on the pair of aluminum alloy templates of body of wall and beam/outer surface of column, the injected hole be opened on aluminum alloy mould plate by being embedded in interior wall body of wall, being interspersed on cast-in fixing bolt and being pressed in the support member of putting more energy on aluminum alloy mould plate, lock onto the locking nut of putting more energy into outside support member.
Aluminum alloy mould plate described in the utility model is aluminum alloy mould plate.Described support member of putting more energy into is angle steel, and a right-angle surface of angle steel to be interspersed on cast-in fixing bolt by installing hole and to be pressed on aluminum alloy mould plate, and locking nut is pressed on angle steel.Mounting hole uniform the offering of the periphery of aluminum alloy mould plate, by mounting hole, aluminum alloy mould plate being mounted in the uniform crab-bolt be embedded in advance on interior wall body of wall and beam/post.
Adopt the utility model, can when building interior wall by laying bricks or stones, at the top cast-in fixing bolt of interior wall close to back timber, the also cast-in fixing bolt when building the column of interior wall back timber and both sides, when space between needing to fill at the bottom of interior wall wall top and beam, aluminum alloy mould plate is mounted on cast-in fixing bolt by the installing hole on it, to put more energy on press-fiting again support member, screw locking nut, then inject concrete by the injected hole on aluminum alloy mould plate, space between at the bottom of interior wall wall top and beam is filled, substitutes rolling.
Adopt the utility model, can replace and traditional roll brick masonry, exempt building of scaffold simultaneously.Constructing operation is easy, efficient, safety.
Because in architectural structure system, interior wall (partition wall) is soft connection with frame stressing component (as beam, post), do not affect the rigidity of total system, do not participate in stressed and antidetonation in the design, only play the effect that space is separated, the space between at the bottom of the interior wall wall top of therefore filling by the utility model and beam can meet the requirement of construction work completely.
Below in conjunction with accompanying drawing, the utility model is described further.
Accompanying drawing explanation
Fig. 1 is the schematic diagram of the utility model for Construction State;
Fig. 2 is the schematic diagram that the utility model is installed on construction location.
Detailed description of the invention
As shown in Figure 1 and Figure 2, the utility model comprises the pair of aluminum alloy templates 1 that can relatively mount, the injected hole 2 be opened on aluminum alloy mould plate, is interspersed on cast-in fixing bolt 4 and is pressed in the support member 3 of putting more energy on aluminum alloy mould plate, lock onto the locking nut 5 of putting more energy into outside support member 3.Aluminum alloy mould plate 1 generally adopts aluminum alloy mould plate, not only light but also possess enough strength and stiffness.Injected hole is generally opened in the upper position of aluminum alloy mould plate.Support member 3 of putting more energy into generally adopts angle steel, and a right-angle surface of angle steel to be interspersed on cast-in fixing bolt 4 by installing hole and to be pressed on aluminum alloy mould plate, and locking nut 5 is pressed on angle steel.When building interior wall by laying bricks or stones, the cast-in fixing bolt 4 when interior wall body of wall 6 builds the top close to back timber by laying bricks or stones, the also cast-in fixing bolt 4 when building the column 8 of interior wall back timber 7 and both sides.The rectangular frame-shaped of crab-bolt be embedded in advance on interior wall body of wall and back timber and column is uniform, and crab-bolt quantity adjusts according to width of wall body.Mounting hole uniform the offering of the periphery of aluminum alloy mould plate 1, aluminum alloy mould plate being mounted in the uniform crab-bolt be embedded in advance on interior wall body of wall and back timber, column by mounting hole.When space 9 between needing to fill at the bottom of interior wall wall top and beam, aluminum alloy mould plate 1 is mounted on cast-in fixing bolt 4 by the installing hole on it, to put more energy on press-fiting again support member 3, screw locking nut 5, then inject concrete mortar by the injected hole 2 on aluminum alloy mould plate, the space between at the bottom of interior wall wall top and beam is filled.Because support member of putting more energy into adds the rigidity on aluminum alloy mould plate border, in the process of high-pressure slip-casting mortar can not be oozed out from the gap of aluminum alloy mould plate and body of wall, deformity out of plane is not produced during slip casting, compactness and the injection forming quality of mortar can be ensured, effectively prevent the crack that may occur between wall top and beam, improve the construction of interior wall and build efficiency by laying bricks or stones, and can replace and traditional roll brick masonry method.Thus eliminate the trouble needing to set up in advance scaffold when rolling is built by laying bricks or stones.After the concrete mortar injected solidifies and reaches some strength, remove aluminum alloy mould plate.Aluminum alloy mould plate and support member of putting more energy into reusable.Because aluminum alloy mould plate material is comparatively light, simple installation.Slip casting can be carried out to multiaspect body of wall within a short period of time after model sheetinstallat, save a large amount of manpower and materials, significantly improve efficiency of construction.
Claims (4)
1. a shaping tool formula aluminum alloy mould plate, it is characterized in that, comprise by be embedded in interior wall body of wall (6) relative with the cast-in fixing bolt (4) on beam/post by crab-bolt be fixed on body of wall and beam/outer surface of column pair of aluminum alloy templates (1), the injected hole (2) be opened on aluminum alloy mould plate, be interspersed in cast-in fixing bolt (4) and go up and be pressed in the support member of putting more energy into (3) on aluminum alloy mould plate, lock onto support member of putting more energy into (3) locking nut outward (5).
2. a kind of shaping tool formula aluminum alloy mould plate according to claim 1, it is characterized in that, described aluminum alloy mould plate (1) is aluminum alloy mould plate.
3. a kind of shaping tool formula aluminum alloy mould plate according to claim 1 and 2, it is characterized in that, described support member of putting more energy into (3) is angle steel, a right-angle surface of angle steel is interspersed in cast-in fixing bolt (4) by installing hole and goes up and be pressed on aluminum alloy mould plate, and locking nut (5) is pressed on angle steel.
4. a kind of shaping tool formula aluminum alloy mould plate according to claim 1 and 2, it is characterized in that, mounting hole uniform the offering of periphery of aluminum alloy mould plate (1), by mounting hole, aluminum alloy mould plate being mounted in the uniform crab-bolt (4) be embedded in advance on interior wall body of wall (6) and beam/post.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520672130.XU CN204983647U (en) | 2015-09-01 | 2015-09-01 | Design instrument formula aluminum alloy template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520672130.XU CN204983647U (en) | 2015-09-01 | 2015-09-01 | Design instrument formula aluminum alloy template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204983647U true CN204983647U (en) | 2016-01-20 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520672130.XU Active CN204983647U (en) | 2015-09-01 | 2015-09-01 | Design instrument formula aluminum alloy template |
Country Status (1)
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| CN (1) | CN204983647U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108708456A (en) * | 2018-05-29 | 2018-10-26 | 哈尔滨工业大学 | A kind of assembling frame structure suitable for high erosion environments such as Salt Lake Areas |
| CN114109026A (en) * | 2021-11-25 | 2022-03-01 | 中铁建设集团华东工程有限公司 | Tool for plugging joints of masonry outer wall and construction method |
| CN115522729A (en) * | 2022-10-08 | 2022-12-27 | 北京崇建工程有限公司 | A construction method of top-pressing pouring formwork for masonry walls |
| CN116255007A (en) * | 2022-10-18 | 2023-06-13 | 中建二局第二建筑工程有限公司 | Construction process for filling gaps at top of masonry wall |
-
2015
- 2015-09-01 CN CN201520672130.XU patent/CN204983647U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108708456A (en) * | 2018-05-29 | 2018-10-26 | 哈尔滨工业大学 | A kind of assembling frame structure suitable for high erosion environments such as Salt Lake Areas |
| CN114109026A (en) * | 2021-11-25 | 2022-03-01 | 中铁建设集团华东工程有限公司 | Tool for plugging joints of masonry outer wall and construction method |
| CN115522729A (en) * | 2022-10-08 | 2022-12-27 | 北京崇建工程有限公司 | A construction method of top-pressing pouring formwork for masonry walls |
| CN115522729B (en) * | 2022-10-08 | 2024-11-29 | 北京崇建工程有限公司 | Construction method of capping pouring template for masonry enclosing wall |
| CN116255007A (en) * | 2022-10-18 | 2023-06-13 | 中建二局第二建筑工程有限公司 | Construction process for filling gaps at top of masonry wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170210 Address after: 650501 Yunnan Province Economic Development Zone of Kunming city information industry base, Forest Creek Road No. 188 Patentee after: Yunnan Construction Investment Holding Group Co., Ltd. Patentee after: Yunnan Kebao Formwork & Scaffold Co., Ltd. Address before: Economic and Technological Development Zone Information Industry Base in Yunnan province Kunming city forest road 650501 No. 188 Patentee before: Yunnan Construction Engineering Group Co., Ltd. Patentee before: Yunnan Kebao Formwork & Scaffold Co., Ltd. |