CN204151900U - A kind of beam column punching block shell combined structure system - Google Patents
A kind of beam column punching block shell combined structure system Download PDFInfo
- Publication number
- CN204151900U CN204151900U CN201420594361.9U CN201420594361U CN204151900U CN 204151900 U CN204151900 U CN 204151900U CN 201420594361 U CN201420594361 U CN 201420594361U CN 204151900 U CN204151900 U CN 204151900U
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- China
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- punching block
- block shell
- combined structure
- structure system
- floor
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Abstract
The utility model discloses a kind of beam column punching block shell combined structure system, relates to building field.Described beam column punching block shell combined structure system comprises the punching block shell beam of vertical punching block shell post and level, the two ends of described punching block shell beam connect punching block shell post, punching block shell beam and punching block shell post composition support frame structure, described punching block shell beam inside is provided with floor, and floor is provided with pod apertures; Be provided with reinforcing rib above punching block shell beam, reinforcing rib two ends are fixed on punching block shell post, and are connected with all floors of punching block shell beam inside; The outer wall of the punching block shell beam outside described combined structure system is provided with the supporting parts of support body of wall.Combined system of the present utility model, the punching block shell concrete structure of support building is poured into into by Inner pouring concrete one piece, it is good that this combined structure system has overall performance, steel using amount is few, cost is low, being convenient to industrialized mass production, is that of traditional architecture construction innovates greatly, for the industrialization of building creates condition.
Description
Technical field
The utility model relates to building field, particularly relates to a kind of beam column punching block shell combined structure system.
Background technology
Punching block shell concrete combining structure can be referred to as again ladle concrete mould shell structure, be a kind of is template with steel structure member, and a kind of steel that Inner waters concrete and formed and the integrated structure of concrete, the beam in this structure, post are fill with concrete in template to form with steel beam column.Compared with traditional concrete construction; punching block shell concrete combining structure can realize batch production, changing of collection, standardization and digital-to-analogue; punching block shell beam, rod structure are structures comparatively common in punching block shell concrete combining structure; as the important support component of building, its performance directly affects cost and the security performance of building building.How to reduce steel and concrete amount, improve intensity, the fire resistance rating of punching block shell concrete combining structure, realizing high efficiency construction is the problem that people extremely pay close attention to, and existing concrete beam complex process, need the shortcoming such as maintenance, long construction period, batch production, intensive, standardized Production requirement cannot be met.
Summary of the invention
For solving the problem, the utility model provides a kind of beam column punching block shell combined structure system of being convenient to build construction, and concrete scheme is as follows:
A kind of beam column punching block shell combined structure system, comprise the punching block shell beam of vertical punching block shell post and level, the two ends of described punching block shell beam connect punching block shell post, punching block shell beam and punching block shell post composition support frame structure, described punching block shell beam inside is provided with floor, and floor is provided with pod apertures; Be provided with reinforcing rib above punching block shell beam, reinforcing rib two ends are fixed on punching block shell post, and are connected with the floor of punching block shell beam inside; The outer wall of the punching block shell beam outside described combined system is provided with the supporting parts of support body of wall.
The upper end of described floor is provided with fixture, and the two ends of fixture connect the upper end of punching block shell beam two side, and reinforcing rib connects the upper end of floor upper fixing element.
Spacing between the inner floor of described punching block shell beam is 0.5-1.5m, and the spacing between the floor at punching block shell beam two ends be less than punching block shell beam centre position floor between spacing, namely the closeness of the floor at two ends is high.
Described supporting parts is made up of the gripper shoe of the fixed head be fixed on punching block shell beam outer wall, the supporting plate being connected and fixed the level of plate, connection supporting plate and fixed head.
Also comprise the auxiliary girder of level, the two ends of described auxiliary girder connect the punching block shell beam of mutual horizontal parallel, and auxiliary girder inside is provided with floor.
Described punching block shell post inside is provided with the ring flat-plate be fixed on punching block shell column wall, and described ring flat-plate is perpendicular to the axis direction of cylinder, and ring flat-plate is provided with fill orifice.
Described fill orifice is positioned at the center of ring flat-plate, and on ring flat-plate, the surrounding of fill orifice is provided with pore.
Described punching block shell post inside arranges one piece of ring flat-plate every 0.5-2m.
Beam column punching block shell combined structure system of the present utility model, the punching block shell concrete structure of support building is poured into into by Inner pouring concrete one piece, it is good that this combined structure system has overall performance, steel using amount is few, cost is low, being convenient to industrialized mass production, is that of traditional architecture construction innovates greatly, for the industrialization of building creates condition.
Steel work is lightweight, and intensity is high, and ductility is good, and speed of application is fast, and be convenient to suitability for industrialized production, produce in factory quality is high; Concrete structural building material cost is low, and stiffness is large, fire-resistant and antiseptic property good.System Utilization of the present utility model two kinds of structural advantages, and, beam column punching block shell combined structure system of the present utility model increases floor and connects with reinforcing rib and set up ring flat-plate in punching block shell post in punching block shell beam, further raising steel is to concrete Confinement effect, the ultimate strength of enhancing system, steel pipe partial flexing be avoided or be delayed to the supporting role of punching block shell inner concrete can, ensure that steel performance is not fully exerted, steel and concrete tight acting in conjunction not only make system overall performance superior, and improve fire resistance rating, there is excellent safety, shock resistance and durability.
Adopt beam column punching block shell combined structure system of the present utility model to build building, greatly can accelerate the construction speed of building, can realize building then, being completed then.Meanwhile, architecture sectional dimension of members is less, and dead load alleviates, and can realize assistant warden steel 30%, reduces concrete amount 35%, is the building system that the green building industrialization being applicable to carrying out is produced.
Accompanying drawing explanation
Fig. 1 is the structural representation of the utility model beam column punching block shell combined structure system;
Fig. 2 is the right view of Fig. 1;
Fig. 3 is the top view of Fig. 1;
Fig. 4 is the enlarged drawing of a-quadrant in Fig. 1;
Fig. 5 is the partial structurtes schematic diagram of punching block shell beam;
Fig. 6 is the left view of punching block shell beam in Fig. 5;
Fig. 7 is the structural representation of punching block shell beam floor;
Fig. 8 is the top view of punching block shell post in Fig. 4;
Fig. 9 is the sectional view of punching block shell post along A-A in Fig. 8;
Figure 10 is the structural representation of supporting parts;
Figure 11 is the connection diagram of supporting parts and punching block shell beam.
Detailed description of the invention
In order to more fully understand technology contents of the present utility model, below in conjunction with specific embodiment the technical solution of the utility model being introduced further and illustrating.
Embodiment
Beam column punching block shell combined structure system as shown in figs. 1-11, comprises the punching block shell beam 1 of level, vertical punching block shell post 2, the auxiliary girder 12 of level, supporting parts 11; The two ends of punching block shell beam 1 are vertically fixed on punching block shell post 2, and punching block shell beam 1 and punching block shell post 2 form the support frame structure of building; The two ends of auxiliary girder 12 connect the middle part of the punching block shell beam 1 of mutual horizontal parallel, and inside is provided with floor 5, and punching block shell beam 1 and auxiliary girder 12 form the skeleton of support floor; Supporting parts 11 is positioned on the outer wall of beam column punching block shell combined structure system outer steel formwork shell beam 1.
Punching block shell beam 1 is made up of beam body 3, transverse slat 4, floor 5, reinforcing rib 6; Beam body 3 is channel-shaped, and beam body 3 sidewall is respectively provided with the transverse slat 4 of a level, transverse slat 4 is positioned at the upper end of beam body 3 sidewall; Floor 5 is fixed on the inside of beam body 3, perpendicular to the axis direction of beam body 3; Floor 5 upper end is provided with fixture, and this fixture is the angle steel 51 of 90 °, two transverse slats 4 on tie-beam body 3 two side, angle steel 51 two ends, and floor 5 and the contour position of two transverse slats 4 are provided with and hold the bayonet socket 52 of transverse slat 4 to extension in beam body 4; The centre of floor 5 is provided with pod apertures 53, and the both sides of lower end, bottom are respectively provided with a gas port 54.Beam body 3 inside arranges a floor 5 every 0.5-1.5m, and the closeness arranging floor 5 near two ends is large, and the spacing namely between the floor 5 at punching block shell beam 1 two ends is less than the spacing between the floor 5 in punching block shell beam 1 centre position.Two reinforcing ribs 6 connect the upper end of angle steel 51 on all floors 5, and the two ends of reinforcing rib 6 are fixed on punching block shell post 2.
Supporting parts 11 comprises fixed head 111, gripper shoe 112, supporting plate 113.Fixed head 111 one side is welded on the outer wall of beam body 3, and gripper shoe 112 is vertically welded in another side; Supporting plate 113 level be welded in gripper shoe 112, the outward extending part of transverse slat 4 of beam body 3 sidewall upper is extension 31, and supporting plate 113 is positioned at the outside of the downward view field of extension 41.What gripper shoe 112 was vertical is welded on fixed head 111, makes fixed head 111, gripper shoe 112, supporting plate 113 vertical between two.
Punching block shell post 2 is made up of cylinder 7 and ring flat-plate 8, and cylinder 7 is square-tube type, and ring flat-plate 8, perpendicular to the axial direction of cylinder 7, is fixed in cylinder 7; The centre of ring flat-plate is provided with fill orifice 9, and the surrounding of fill orifice 9 is provided with pore 10, and cylinder 7 inside arranges one piece of ring flat-plate 8 every 0.5-2m, and near punching block shell beam 1 the inner ring flat-plate of cylinder 78 between distance interval little.
The above only further illustrates technology contents of the present utility model with embodiment; so that reader is easier to understand; but do not represent embodiment of the present utility model and be only limitted to this, any technology done according to the utility model extends or recreation, all by protection of the present utility model.
Claims (8)
1. a beam column punching block shell combined structure system, comprise the punching block shell beam of vertical punching block shell post and level, the two ends of described punching block shell beam connect punching block shell post, punching block shell beam and punching block shell post composition support frame structure, it is characterized in that, described punching block shell beam inside is provided with floor, and floor is provided with pod apertures; Be provided with reinforcing rib above punching block shell beam, reinforcing rib two ends are fixed on punching block shell post, and are connected with the floor of punching block shell beam inside; The outer wall of the punching block shell beam outside described combined system is provided with the supporting parts of support body of wall.
2. beam column punching block shell combined structure system according to claim 1, it is characterized in that, the upper end of described floor is provided with fixture, and the two ends of fixture connect the upper end of punching block shell beam two side, and reinforcing rib connects the upper end of floor upper fixing element.
3. beam column punching block shell combined structure system according to claim 1, is characterized in that, described punching block shell beam inside arranges a floor every 0.5-1.5m.
4. beam column punching block shell combined structure system according to claim 1, is characterized in that, described supporting parts is made up of the gripper shoe of the fixed head be fixed on punching block shell beam outer wall, the supporting plate being connected and fixed the level of plate, connection supporting plate and fixed head.
5. beam column punching block shell combined structure system according to claim 1, is characterized in that, also comprise the auxiliary girder of level, and the two ends of described auxiliary girder connect the punching block shell beam of mutual horizontal parallel.
6. beam column punching block shell combined structure system according to claim 1, is characterized in that, described punching block shell post inside is provided with the ring flat-plate be fixed on punching block shell column wall, and described ring flat-plate is perpendicular to the axis direction of cylinder, and ring flat-plate is provided with fill orifice.
7. beam column punching block shell combined structure system according to claim 6, it is characterized in that, described fill orifice is positioned at the center of ring flat-plate, and on ring flat-plate, the surrounding of fill orifice is provided with pore.
8. beam column punching block shell combined structure system according to claim 6, is characterized in that, described punching block shell post inside arranges one piece of ring flat-plate every 0.5-2m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420594361.9U CN204151900U (en) | 2014-10-15 | 2014-10-15 | A kind of beam column punching block shell combined structure system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420594361.9U CN204151900U (en) | 2014-10-15 | 2014-10-15 | A kind of beam column punching block shell combined structure system |
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| Publication Number | Publication Date |
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| CN204151900U true CN204151900U (en) | 2015-02-11 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201420594361.9U Expired - Fee Related CN204151900U (en) | 2014-10-15 | 2014-10-15 | A kind of beam column punching block shell combined structure system |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105040815A (en) * | 2015-08-24 | 2015-11-11 | 朱洪武 | Three-dimensional building module and factory building and on-site installing method thereof |
| CN113565205A (en) * | 2021-08-24 | 2021-10-29 | 中建四局华南建设有限公司 | One-time pouring forming method for interlayer beam |
-
2014
- 2014-10-15 CN CN201420594361.9U patent/CN204151900U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105040815A (en) * | 2015-08-24 | 2015-11-11 | 朱洪武 | Three-dimensional building module and factory building and on-site installing method thereof |
| CN113565205A (en) * | 2021-08-24 | 2021-10-29 | 中建四局华南建设有限公司 | One-time pouring forming method for interlayer beam |
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| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150211 Termination date: 20161015 |
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| CF01 | Termination of patent right due to non-payment of annual fee |