CN104295086A - Metal frame type fabricated formwork structure - Google Patents
Metal frame type fabricated formwork structure Download PDFInfo
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- CN104295086A CN104295086A CN201410590464.2A CN201410590464A CN104295086A CN 104295086 A CN104295086 A CN 104295086A CN 201410590464 A CN201410590464 A CN 201410590464A CN 104295086 A CN104295086 A CN 104295086A
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Abstract
The invention discloses a metal frame type fabricated formwork structure and relates to the field of engineering construction. The structure comprises at least one layer of frame with a rectangular cross section, wherein every two vertically adjacent frames are detachably connected, each layer of frame is defined by four formwork bodies which are detachably connected, each formwork body comprises a rectangular metal frame, longitudinally arranged reinforcing ribs are detachably connected to the end face of one side of each metal frame, and a building formwork is detachably connected to the end face of the other side of each metal frame. According to the structure, the formwork bodies are welded with angle iron, square timber is also arranged for reinforcement, manufacturing precision is high, tight seaming is achieved, leakage is avoided, rigidity is high, deformation does not occur easily, and a formed concrete structure is accurate in size, dense and smooth.
Description
Technical field
The present invention relates to engineering construction field, be specially a kind of metal framework assembling combination formwork structure.
Background technology
In building trade, various types of formwork structure is of a great variety, but all there is comparatively general defect, and 1, piece is tight between template, easy spillage; 2, the rigidity of template is little, yielding, causes shaping concrete structure size to be forbidden, rough surface.3, complex structure, Heavy Weight, installation in trouble is required great effort, and labour intensity is large, and template does not have standardized designs not reuse, the quantity of template and various in style.
Summary of the invention
The object of this invention is to provide a kind of metal framework assembling combination formwork structure, the stencil body making precision of this formwork structure is high, and piece is tight, and rigidity is large, not yielding; And the concrete structure size shaping by this formwork structure is accurate, closely knit bright and clean.
The technical scheme realizing above-mentioned purpose is: metal framework assembling combination formwork structure, comprising at least one deck lateral cross section is the framework of rectangle, removably connect between neighbouring framework, every layer of framework is surrounded by four pieces of stencil body, removably connects between four pieces of stencil body of every layer of framework; Described stencil body comprises the metal frame of rectangle, and a side end face of metal frame is removably connected with the ribs longitudinally arranged, the opposite side end face of metal frame is removably connected with construction formwork.
The metal frame of above-mentioned rectangle adopts the first angle steel welding to be formed, and described waling is the lumps of wood, and reinforcing rib is a side end face of knuckle by the angle steel that the first screw is fixed on metal frame, and construction formwork is fixed on the opposite side end face of metal frame by the second screw; All fixed by the 4th bolt between the first angle steel that neighbouring framework is superimposed with each other, 90 ° of angular position of four pieces of stencil body of all frameworks are provided with at least one block of the second angle steel docked successively from the top down, all fixed by the first bolt between second angle steel and the first angle steel of adjacent laminating, the involutory position of the second angle steel docking location and adjacent frame interlocks.
Above-mentioned all frameworks are evenly equipped with rectangle fixed frame outward from bottom to top, and rectangle fixed frame adopts four channel-section steel docking to be formed, and connect by the 5th between four channel-section steels, four channel-section steels are fixed by the stencil body of the 3rd bolt and respective layer framework simultaneously.
Above-mentioned construction formwork adopts the glass steel formwork of bamboo slab rubber matrix, and it is large that this template has rigidity, and repeat turnover utilization rate high, modulus of elasticity is good, high-and low-temperature resistance, long-lived advantage.
Beneficial effect of the present invention:
1, stencil body of the present invention adopts angle steel welding, and is provided with the lumps of wood and reinforces, make that precision is high, piece tightly, not spillage, and rigidity greatly, not yielding, shaping concrete structure size is accurate, closely knit bright and clean.
2, stencil body of the present invention adopts standardization structure, is convenient to produce and install, and all removably connects between each parts, is convenient to dismounting.
3, the present invention goes for the dimensional requirement of the large plate base structure of various flexibility, and stencil body can be reused, and reduces construction cost.
Accompanying drawing explanation
Fig. 1 is front view of the present invention;
Fig. 2 is top view of the present invention.
Detailed description of the invention
As shown in Figure 1, 2, the present invention includes to two-layer lateral cross section be the framework 1 of rectangle, every layer of framework 1 is surrounded by four pieces of stencil body 2, stencil body 2 comprises the metal frame 3 of rectangle, metal frame 3 adopts the first angle steel 4 to weld and is formed, the angle steel of metal frame 3 is that a side end face of knuckle is evenly equipped with the lumps of wood 5 longitudinally arranged as reinforcing rib, the lumps of wood 5 is fixed on metal frame 3 by U-shaped card 6 and the first bolt 7, construction formwork 8 is fixed on the opposite side end face of metal frame 3 by screw 9, and construction formwork 8 adopts glass steel formwork.
All fixed by the second bolt 10 between the first angle steel 4 that two-layer framework 1 is superimposed with each other, be provided with between 90 ° of angular position of four pieces of stencil body 2 of two-layer framework 1 between second angle steel 11, second angle steel 11 of vertical layout and the first angle steel 4 of adjacent laminating and all fixed by the 3rd bolt 12.
Two-layer framework 1 is outer is evenly equipped with rectangle fixed frame 13 from bottom to top, rectangle fixed frame 13 adopts four channel-section steels 14 to dock and is formed, side channel steel 14 two ends, front and back are provided with junction plate 17, be connected by the 4th bolt 15 between left and right sides channel-section steel 14 and the junction plate 17 at side channel steel 14 two ends, front and back, two-layer framework 1 is also welded with connector 18, and four channel-section steels 14 of each rectangle fixed frame 13 are also fixed by the 5th bolt 19 and the connector 18 on framework 1 simultaneously.
Claims (4)
1. metal framework assembling combination formwork structure, it is characterized in that: comprising at least one deck lateral cross section is the framework of rectangle, removably connect between neighbouring framework, every layer of framework is surrounded by four pieces of stencil body, removably connects between four pieces of stencil body of every layer of framework; Described stencil body comprises the metal frame of rectangle, and a side end face of metal frame is removably connected with the ribs longitudinally arranged, the opposite side end face of metal frame is removably connected with construction formwork.
2. metal framework assembling combination formwork structure according to claim 1, it is characterized in that: the metal frame of described rectangle adopts the first angle steel welding to be formed, described waling is the lumps of wood, reinforcing rib is a side end face of knuckle by the angle steel that the first screw is fixed on metal frame, and construction formwork is fixed on the opposite side end face of metal frame by the second screw; All fixed by the 4th bolt between the first angle steel that neighbouring framework is superimposed with each other, 90 ° of angular position of four pieces of stencil body of all frameworks are provided with at least one block of the second angle steel docked successively from the top down, all fixed by the first bolt between second angle steel and the first angle steel of adjacent laminating, the involutory position of the second angle steel docking location and adjacent frame interlocks.
3. metal framework assembling combination formwork structure according to claim 1 and 2, it is characterized in that: all frameworks are evenly equipped with rectangle fixed frame outward from bottom to top, rectangle fixed frame adopts four channel-section steel docking to be formed, connect by the 5th between four channel-section steels, four channel-section steels are fixed by the stencil body of the 3rd bolt and respective layer framework simultaneously.
4. the metal framework assembling combination formwork structure according to claim 1 or 2 or 3, is characterized in that: described construction formwork adopts the glass steel formwork of bamboo slab rubber matrix.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410590464.2A CN104295086B (en) | 2014-10-29 | 2014-10-29 | Metal frame type fabricated formwork structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410590464.2A CN104295086B (en) | 2014-10-29 | 2014-10-29 | Metal frame type fabricated formwork structure |
Publications (2)
| Publication Number | Publication Date |
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| CN104295086A true CN104295086A (en) | 2015-01-21 |
| CN104295086B CN104295086B (en) | 2017-01-18 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201410590464.2A Active CN104295086B (en) | 2014-10-29 | 2014-10-29 | Metal frame type fabricated formwork structure |
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| CN (1) | CN104295086B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105926927A (en) * | 2016-05-10 | 2016-09-07 | 北京建筑大学 | Composite building template |
| CN109025268A (en) * | 2018-08-17 | 2018-12-18 | 重庆中科建设（集团）有限公司 | Kitchen and toilet concrete flanging construction method |
| CN109930821A (en) * | 2019-04-26 | 2019-06-25 | 岳鹏 | Cylindrical frame structure mould |
| CN112726443A (en) * | 2020-12-30 | 2021-04-30 | 中铁六局集团北京铁路建设有限公司 | Construction method of side wall shaping steel formwork supporting structure |
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| FR2430491A1 (en) * | 1978-07-03 | 1980-02-01 | Kayser Gerard | Shuttering panel for in situ concrete walls - has braced metal edge frame of rectangular hollow sections with inset plywood face |
| JPS5921829A (en) * | 1983-06-17 | 1984-02-03 | Takao Izuhara | Concrete formwork method |
| US4834923A (en) * | 1986-07-30 | 1989-05-30 | Sprecace Pantoli Enio | Method of concrete construction utilizing a concrete formwork of modular plank elements |
| DE4122173A1 (en) * | 1991-07-04 | 1993-01-07 | Huennebeck Roero Gmbh | Concrete formwork panel with Z=section cross rails - to increase panel stiffness whilst being relatively easy to keep clean |
| JPH07224532A (en) * | 1994-02-14 | 1995-08-22 | Komatsu Ltd | Concrete form |
| CN201535067U (en) * | 2009-11-06 | 2010-07-28 | 北京市公路桥梁建设集团有限公司 | Template combined steel frame |
| CN203441099U (en) * | 2013-07-25 | 2014-02-19 | 陕西建工集团第一建筑工程有限公司 | Molding device for frame column molding template |
| CN203769310U (en) * | 2014-02-25 | 2014-08-13 | 绍兴县明煌建材科技有限公司 | Steel column mould |
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- 2014-10-29 CN CN201410590464.2A patent/CN104295086B/en active Active
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2430491A1 (en) * | 1978-07-03 | 1980-02-01 | Kayser Gerard | Shuttering panel for in situ concrete walls - has braced metal edge frame of rectangular hollow sections with inset plywood face |
| JPS5921829A (en) * | 1983-06-17 | 1984-02-03 | Takao Izuhara | Concrete formwork method |
| US4834923A (en) * | 1986-07-30 | 1989-05-30 | Sprecace Pantoli Enio | Method of concrete construction utilizing a concrete formwork of modular plank elements |
| DE4122173A1 (en) * | 1991-07-04 | 1993-01-07 | Huennebeck Roero Gmbh | Concrete formwork panel with Z=section cross rails - to increase panel stiffness whilst being relatively easy to keep clean |
| JPH07224532A (en) * | 1994-02-14 | 1995-08-22 | Komatsu Ltd | Concrete form |
| CN201535067U (en) * | 2009-11-06 | 2010-07-28 | 北京市公路桥梁建设集团有限公司 | Template combined steel frame |
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| CN204126253U (en) * | 2014-10-29 | 2015-01-28 | 扬州国电通用电力机具制造有限公司 | Metal framework assembling combination formwork structure |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105926927A (en) * | 2016-05-10 | 2016-09-07 | 北京建筑大学 | Composite building template |
| CN109025268A (en) * | 2018-08-17 | 2018-12-18 | 重庆中科建设（集团）有限公司 | Kitchen and toilet concrete flanging construction method |
| CN109930821A (en) * | 2019-04-26 | 2019-06-25 | 岳鹏 | Cylindrical frame structure mould |
| CN109930821B (en) * | 2019-04-26 | 2024-05-07 | 岳鹏 | Columnar frame structure die |
| CN112726443A (en) * | 2020-12-30 | 2021-04-30 | 中铁六局集团北京铁路建设有限公司 | Construction method of side wall shaping steel formwork supporting structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104295086B (en) | 2017-01-18 |
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