CN105649270A - Steel form shell beam structure - Google Patents
Steel form shell beam structure Download PDFInfo
- Publication number
- CN105649270A CN105649270A CN201610110290.4A CN201610110290A CN105649270A CN 105649270 A CN105649270 A CN 105649270A CN 201610110290 A CN201610110290 A CN 201610110290A CN 105649270 A CN105649270 A CN 105649270A
- Authority
- CN
- China
- Prior art keywords
- supporting plate
- steel form
- form unit
- connecting elements
- punching block
- 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.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
- E04C3/293—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being steel and concrete
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Chemical & Material Sciences (AREA)
- Composite Materials (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
The invention discloses a steel form shell beam structure. The structure comprises a steel form shell part, wherein the top of the steel form part is inwards bent to form a right-angle structure; a bearing connection member is arranged on the inner side surface of the steel form shell part and is adjustably connected with the steel form shell part; a bearing plate is mounted on the side surface of the bearing connection member and adopts a right-angle triangular structure, and the long-side end of the bearing plate is tightly attached to the bearing connection member; more than one rib plate is mounted on the bearing plate transversely and uniformly, and the rib plates are movably connected with the bearing plate; a flow guide plate is arranged on the upper surface of the bearing plate and is glidingly connected on the bearing plate, and a bolt member is arranged in the flow guide plate. With the adoption of the steel form shell beam structure, the overall strength of a beam after pouring of concrete is improved, the beam has higher anti-corrosion performance and has a certain flow guide function and can better protect the bearing plate from damage, the bearing plate can be adjusted to a certain degree, and the mounting and construction efficiency can be remarkably improved.
Description
Technical field
The present invention relates to a kind of construction steel structure, particularly a kind of punching block shell girder construction.
Background technology
Punching block shell beam Combined concrete system, to adopt rectangle square steel tube and shape for hat girder steel and profiled sheet composition formwork, with floorslab concrete shape for hat beam inner concrete and the cast of concrete filled steel tube one piece, it is good that this combined structure system has overall performance, steel using amount is few, and cost is low, is convenient to industrialized mass production, an innovation greatly of traditional architecture construction, for architectural industrialization has been created condition. As the important component of building, the performance of beam directly affects cost and the security performance of building building, if reduce steel and concrete amount, the intensity that improves beam, realizing high efficiency construction is the problem that need to very pay attention to, but still there is certain problem in existing concrete-steel beams, switching performance is short of to some extent, long construction period, adjusting function is poor, cannot better meet batch production, intensive and standardized Production requirement.
Summary of the invention
The technical problem to be solved in the present invention is: overcome the problems referred to above, a kind of bulk strength that had both increased the concrete perfusion back rest is provided, make again beam have higher resistance to corrosion, can play the punching block shell girder construction of certain guide functions simultaneously.
To achieve these goals, the technical solution used in the present invention is such: punching block shell girder construction of the present invention, comprise steel form unit, the steel form unit top rectangular structure that curves inwardly, its medial surface is provided with support connecting elements, between support connecting elements and steel form unit, capable of regulating is connected, support connecting elements side is provided with supporting plate, the rectangular triangular form structure of supporting plate, the setting of support connecting elements is close in the one end on its long limit, supporting plate is horizontally installed with floor, more than one of floor, and be evenly arranged on supporting plate, and be flexibly connected between floor and supporting plate, supporting plate upper surface is provided with deflector, deflector is slidably connected on supporting plate, and the built-in bolt component of deflector, bolt component two ends extend on deflector two lateral surfaces, supporting plate upper surface one side is connected with protective plate, protective plate upper surface and supporting plate upper surface are in the same horizontal line, and be articulated and connected between protective plate and supporting plate.
Further, as a kind of concrete version, perpendicular between two between supporting plate of the present invention, support connecting elements and steel form unit.
Further, as a kind of concrete version, in steel form unit of the present invention, between 0. 5 to one. 5 meters, be horizontally installed with angle steel along short transverse.
Further, as a kind of concrete version, steel form unit cross section of the present invention is U-shaped structure.
Further, as a kind of concrete version, in steel form unit of the present invention, be also provided with reinforcement, reinforcement is positioned at described angle steel top, and reinforcement two ends are fixed on steel form unit two medial surfaces.
Further, as a kind of concrete version, on supporting plate of the present invention, latch is installed, the slotting ring mating with latch is installed on support connecting elements, supporting plate and support connecting elements are connected and fixed by the adaptation of latch and slotting ring.
Further, as a kind of concrete version, floor of the present invention below and be positioned at and have pore on supporting plate.
Further, as a kind of concrete version, the side that supporting plate upper surface of the present invention is positioned at protective plate is provided with stopping means.
Further, as a kind of concrete version, bolt component of the present invention is provided with adjustable nut away from one end of steel form unit, has the screwed hole mating with bolt component on steel form unit.
Compared with prior art; the invention has the advantages that: this punching block shell girder construction had both increased the bulk strength of the concrete perfusion back rest; make again beam there is higher resistance to corrosion; can play certain guide functions simultaneously; also can better protect supporting plate not by impaired; and can necessarily regulate it, its installation efficiency can be significantly improved.
Brief description of the drawings
Below in conjunction with drawings and Examples, the present invention is further described.
Fig. 1 is structural representation of the present invention; In figure: 1. steel form unit; 2. support connecting elements; 3. supporting plate; 4. deflector; 5. bolt component; 6. protective plate; 7. floor.
Detailed description of the invention
In conjunction with the accompanying drawings, the present invention is further detailed explanation. These accompanying drawings are the schematic diagram of simplification, and basic structure of the present invention is only described in a schematic way, and therefore it only shows the formation relevant with the present invention.
The preferred embodiment of punching block shell girder construction of the present invention as shown in Figure 1, comprise steel form unit 1, the steel form unit 1 top rectangular structure that curves inwardly, its medial surface is provided with support connecting elements 2, between support connecting elements 2 and steel form unit 1, capable of regulating is connected, support connecting elements 2 sides are provided with supporting plate 3, the rectangular triangular form structure of supporting plate 3, the one end on its long limit is close to support connecting elements 2 and is arranged, supporting plate 3 is horizontally installed with floor 7, more than one of floor 7, and be evenly arranged on supporting plate 3, and be flexibly connected between floor 7 and supporting plate 3, supporting plate 3 upper surfaces are provided with deflector 4, deflector 4 is slidably connected on supporting plate 3, and the built-in bolt component 5 of deflector 4, bolt component 5 two ends extend on 4 liang of lateral surfaces of deflector, supporting plate 3 upper surface one sides are connected with protective plate 6, protective plate 6 upper surfaces and supporting plate 3 upper surfaces are in the same horizontal line, and be articulated and connected between protective plate 6 and supporting plate 3, described supporting plate 3, perpendicular between two between support connecting elements 2 and steel form unit 1, described steel form unit 1 is interior is horizontally installed with angle steel along short transverse between 0. 5 to one. 5 meters, described steel form unit 1 cross section is U-shaped structure, in described steel form unit 1, be also provided with reinforcement, reinforcement is positioned at described angle steel top, and reinforcement two ends are fixed on 1 liang of medial surface of steel form unit, on described supporting plate 3, latch is installed, the slotting ring mating with latch is installed on support connecting elements 2, supporting plate 3 is connected and fixed by the adaptation of latch and slotting ring with support connecting elements 2, described floor 7 belows and be positioned on supporting plate 3 and have pore, the side that described supporting plate 3 upper surfaces are positioned at protective plate is provided with stopping means, described bolt component 5 is provided with adjustable nut away from one end of steel form unit 1, on steel form unit 1, have the screwed hole mating with bolt component 5.
Punching block shell girder construction of the present invention had both increased the bulk strength of the concrete perfusion back rest; make again beam there is higher resistance to corrosion; can play certain guide functions simultaneously; also can better protect supporting plate 3 not by impaired; and can necessarily regulate it, its installation efficiency can be significantly improved. Perpendicular between two between described supporting plate 3, support connecting elements 2 and steel form unit 1, can better strengthen like this dynamics of bearing; Described steel form unit 1 is interior is horizontally installed with angle steel along short transverse between 0. 5 to one. 5 meters, has promoted the stressed property of steel form unit 1; Described steel form unit 1 cross section is U-shaped structure, is convenient to the connection between member; In described steel form unit 1, be also provided with reinforcement, reinforcement is positioned at described angle steel top, and reinforcement two ends are fixed on 1 liang of medial surface of steel form unit, can better avoid steel form unit 1 to be difficult for producing and lose phenomenon; On described supporting plate 3, latch is installed, the slotting ring mating with latch is installed on support connecting elements 2, supporting plate 3 is connected and fixed by the adaptation of latch and slotting ring with support connecting elements 2, is connected both tight, for convenience detach again between supporting plate 3 and support connecting elements 2; Described floor 7 belows and be positioned on supporting plate 3 and have pore, can make supporting plate 3 play permeation functions, avoid weathering; The side that described supporting plate 3 upper surfaces are positioned at protective plate 6 is provided with stopping means, and stopping means can carry out spacing to deflector 4; Described bolt component 5 is provided with adjustable nut away from one end of steel form unit 1, has the screwed hole mating with bolt component 5 on steel form unit 1, connects closely, and controllability is strong, is convenient to install.
Taking above-mentioned foundation desirable embodiment of the present invention as enlightenment, by above-mentioned description, relevant staff can, not departing from the scope of this invention technological thought, carry out various change and amendment completely. The technical scope of this invention is not limited to the content on description, must determine its technical scope according to claim scope.
Claims (9)
1. a punching block shell girder construction, comprise steel form unit, it is characterized in that: the steel form unit top rectangular structure that curves inwardly, its medial surface is provided with support connecting elements, between support connecting elements and steel form unit, capable of regulating is connected, support connecting elements side is provided with supporting plate, the rectangular triangular form structure of supporting plate, the setting of support connecting elements is close in the one end on its long limit, supporting plate is horizontally installed with floor, more than one of floor, and be evenly arranged on supporting plate, and be flexibly connected between floor and supporting plate, supporting plate upper surface is provided with deflector, deflector is slidably connected on supporting plate, and the built-in bolt component of deflector, bolt component two ends extend on deflector two lateral surfaces, supporting plate upper surface one side is connected with protective plate, protective plate upper surface and supporting plate upper surface are in the same horizontal line, and be articulated and connected between protective plate and supporting plate.
2. punching block shell girder construction according to claim 1, is characterized in that: perpendicular between two between described supporting plate, support connecting elements and steel form unit.
3. punching block shell girder construction according to claim 1, is characterized in that: in described steel form unit, be horizontally installed with angle steel along short transverse between 0. 5 to one. 5 meters.
4. punching block shell girder construction according to claim 1, is characterized in that: described steel form unit cross section is U-shaped structure.
5. punching block shell girder construction according to claim 3, is characterized in that: in described steel form unit, be also provided with reinforcement, reinforcement is positioned at described angle steel top, and reinforcement two ends are fixed on steel form unit two medial surfaces.
6. punching block shell girder construction according to claim 1, is characterized in that: on described supporting plate, latch is installed, the slotting ring mating with latch is installed on support connecting elements, supporting plate and support connecting elements are connected and fixed by the adaptation of latch and slotting ring.
7. punching block shell girder construction according to claim 1, is characterized in that: described floor below and be positioned at and have pore on supporting plate.
8. punching block shell girder construction according to claim 1, is characterized in that: the side that described supporting plate upper surface is positioned at protective plate is provided with stopping means.
9. punching block shell girder construction according to claim 1, is characterized in that: described bolt component is provided with adjustable nut away from one end of steel form unit, has the screwed hole mating with bolt component on steel form unit.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610110290.4A CN105649270A (en) | 2016-02-29 | 2016-02-29 | Steel form shell beam structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610110290.4A CN105649270A (en) | 2016-02-29 | 2016-02-29 | Steel form shell beam structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105649270A true CN105649270A (en) | 2016-06-08 |
Family
ID=56492518
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610110290.4A Pending CN105649270A (en) | 2016-02-29 | 2016-02-29 | Steel form shell beam structure |
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| Country | Link |
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| CN (1) | CN105649270A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1048247A (en) * | 1989-06-23 | 1991-01-02 | 李渊河 | Steel form for buildings |
| CN1970974A (en) * | 2005-11-24 | 2007-05-30 | 同济大学 | Construction process for pretension carbon fiber cloth reinforced concrete beam |
| CN204139323U (en) * | 2014-10-15 | 2015-02-04 | 深圳前海星宇金颂科技有限公司 | A kind of punching block shell mounting structures |
| US20150047199A1 (en) * | 2010-12-27 | 2015-02-19 | David Joseph Kawecki | Sheetmetal Construction Truss and its Method of Continuous Automated Manufacture |
| CN104878920A (en) * | 2015-05-07 | 2015-09-02 | 成都聚智工业设计有限公司 | Steel formwork structure |
-
2016
- 2016-02-29 CN CN201610110290.4A patent/CN105649270A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1048247A (en) * | 1989-06-23 | 1991-01-02 | 李渊河 | Steel form for buildings |
| CN1970974A (en) * | 2005-11-24 | 2007-05-30 | 同济大学 | Construction process for pretension carbon fiber cloth reinforced concrete beam |
| US20150047199A1 (en) * | 2010-12-27 | 2015-02-19 | David Joseph Kawecki | Sheetmetal Construction Truss and its Method of Continuous Automated Manufacture |
| CN204139323U (en) * | 2014-10-15 | 2015-02-04 | 深圳前海星宇金颂科技有限公司 | A kind of punching block shell mounting structures |
| CN104878920A (en) * | 2015-05-07 | 2015-09-02 | 成都聚智工业设计有限公司 | Steel formwork structure |
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Application publication date: 20160608 |