CN204418527U - A kind of punching block shell post for support tie-beam - Google Patents
A kind of punching block shell post for support tie-beam Download PDFInfo
- Publication number
- CN204418527U CN204418527U CN201420609510.4U CN201420609510U CN204418527U CN 204418527 U CN204418527 U CN 204418527U CN 201420609510 U CN201420609510 U CN 201420609510U CN 204418527 U CN204418527 U CN 204418527U
- Authority
- CN
- China
- Prior art keywords
- punching block
- block shell
- support groove
- shell post
- support
- 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.)
- Expired - Fee Related
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses a kind of punching block shell post for support tie-beam, belongs to building vertical column field.The described punching block shell post for support tie-beam comprises punching block shell post, and described punching block shell column outer wall is provided with the support groove for tie-beam, and described support groove is channel form, notch upwards, perpendicular to punching block shell post; The sidewall of described support groove is provided with stiffener, and stiffener connects support groove sidewall and punching block shell column outer wall.The utility model arranges support groove on punching block shell post, is connected by beam by support groove with punching block shell post support, by beam casing hoop in support groove, and then can weld or with bolt riveted joint, can improve the efficiency of construction during construction; Meanwhile, support groove can dock with the beam groove of beam, and support groove can be used as a part for beam, also can water concrete to support groove Inner when beam groove Inner waters concrete, and support groove improves the intensity of support groove further after forming ladle concrete structure; And the position of the inner corresponding support groove of punching block shell post arranges ring flat-plate, can further improve the bonding strength of Liang Yuzhu.
Description
Technical field
The utility model belongs to building vertical column field, particularly relates to a kind of punching block shell post for support tie-beam.
Background technology
" punching block shell concrete combined structure system " can be referred to as ladle concrete frame structure again, be a kind of is template with steel structure member, inside waters concrete and the combining structure (english abbreviation SSC) of a kind of steel of being formed and concrete.In SSC system, vertical load-bearing pillar adopts square steel pipe or round steel pipe to be construction stage template, inside waters concrete and forms concrete filled steel tubular column; Floor beam then adopts hat girder steel (as " U " font girder steel) to be bed die, inside waters concrete and forms hat steel concrete composite beam; Build in the process of construction in SSC system system, need coupled columns and beam to carry out a large amount of combinations to fix, existing embodiment is welded on steel column by girder steel, beam need be sling to the height that need weld by this kind of form of construction work, then be welded on punching block shell post, it needs beam fixed support before welding, and welding operation space is little, construction is inconvenient, efficiency is low, has a strong impact on programming.
Summary of the invention
For solving the problem, the utility model provides in a kind of SSC of being convenient to system the punching block shell post for support tie-beam be convenient to post and be connected with beam, and concrete scheme is as follows:
For a punching block shell post for support tie-beam, comprise punching block shell post, described punching block shell column outer wall is provided with the support groove for tie-beam, and described support groove is channel form, notch upwards, perpendicular to punching block shell post; The sidewall of described support groove is provided with stiffener, and stiffener connects support groove sidewall and punching block shell column outer wall.
Further, described punching block shell post is square punching block shell post.
Described support groove is U-type groove, and the two side that U-type groove is relative is respectively provided with a stiffener, and stiffener connects U-type groove sidewall and punching block shell column outer wall.
Described stiffener is positioned at U-type groove sidewall upper, is parallel to the bottom of U-type groove.
Described punching block shell column outer wall isometry position is provided with 1-4 the support groove for tie-beam.
Described punching block shell post inside is provided with ring flat-plate, and described ring flat-plate center is provided with plug hole.
The surrounding in described ring flat-plate upper hole is provided with steam vent.
The position that described punching block shell post is inner and outside support groove is contour is at least provided with one piece of ring flat-plate.
Described punching block shell post inside is provided with one piece of ring flat-plate every 0.2-1.5m.
Concrete has been built in described punching block shell post inside.
The utility model arranges support groove on punching block shell post, is connected by beam by support groove with punching block shell post support, by beam casing hoop in support groove, and then can weld or with bolt riveted joint, can improve the efficiency of construction during construction; Meanwhile, support groove can dock with the beam groove of beam, and support groove can be used as a part for beam, also can water concrete to support groove Inner when beam groove Inner waters concrete, and support groove improves the intensity of support groove further after forming ladle concrete structure; And the position of the inner corresponding support groove of punching block shell post arranges ring flat-plate, can further improve the bonding strength of Liang Yuzhu.
Accompanying drawing explanation
Fig. 1 is the structure chart for the punching block shell post of support tie-beam in the utility model embodiment 1;
Fig. 2 is the left view for the punching block shell post of support tie-beam in the utility model embodiment 1;
Fig. 3 is the top view for the punching block shell post of support tie-beam in the utility model embodiment 1;
Fig. 4 is along the sectional view of A-A in Fig. 3 for the punching block shell post of support tie-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 1
The punching block shell post for support tie-beam as Figure 1-4, comprises punching block shell post 1, support groove 2, stiffener 3, ring flat-plate 5.
Punching block shell post 1 is square punching block shell post, and the four sides of punching block shell post 1 is that the fillet thickeied connects; Support groove 2 is the U-type groove of channel form, and upwards, the outer wall of vertical connection side's shaped steel formwork post 1, for tie-beam, on the four sides outer wall of punching block shell post 1, isometry position is equipped with support groove 2 to notch.
Support groove 2 be provided with two pieces of stiffeners, 3, two pieces of stiffeners 3 lay respectively at support groove 2 relative sidewall upper, be parallel to the bottom of support groove 2, connect sidewall and punching block shell post 1 outer wall of support groove 2.The two side of support groove 2 is also provided with the bolt hole 4 for riveted girder.
Ring flat-plate 5 is square, and four limits are welded with the inwall of punching block shell post 1, and be horizontally fixed on punching block shell post 1 inner, its center is provided with plug hole 6, for the below concrete perfusion to punching block shell post 1; The surrounding of plug hole 6 is provided with 4 steam vents 7, and steam vent 7 lays respectively at the position of ring flat-plate 5 near four angles, and steam vent 7 is for getting rid of the air in punching block shell post 1 during punching block shell post 1 concrete perfusion.Punching block shell post 1 inside is respectively provided with one piece of ring flat-plate 5, for strengthening the intensity of support groove 2 position punching block shell post 1 relative to the contour position in outside support groove 2 top and bottom; Punching block shell post other positions inner are provided with one piece of ring flat-plate 5 every 0.2-1.5m.Concrete has also been built in punching block shell post 1 inside.
Punching block shell post 1 arranges support groove 2, by support groove 2, beam is connected with punching block shell post 1 support, only by beam casing hoop in support groove 2, by bolt hole 4 bolt, beam and support groove 2 need be riveted, the efficiency of construction can be improved during construction; Meanwhile, support groove 2 docks with the beam groove of beam, and support groove 2 can be used as a part for beam, also can water concrete to support groove 2 Inner when beam groove Inner waters concrete, and support groove 2 improves the support strength of support groove 2 further after forming ladle concrete structure.
It should be noted that, support groove 2 is connected except adopting above-mentioned bolt riveting method with beam, and welding also can be adopted directly to be connected and fixed.
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 (10)
1. for a punching block shell post for support tie-beam, comprise punching block shell post, it is characterized in that, described punching block shell column outer wall is provided with the support groove for tie-beam, and described support groove is channel form, notch upwards, perpendicular to punching block shell post; The sidewall of described support groove is provided with stiffener, and stiffener connects support groove sidewall and punching block shell column outer wall.
2. the punching block shell post for support tie-beam according to claim 1, is characterized in that, described punching block shell post is square punching block shell post.
3. the punching block shell post for support tie-beam according to claim 2, it is characterized in that, described support groove is U-type groove, and the two side that U-type groove is relative is respectively provided with a stiffener, and stiffener connects U-type groove sidewall and punching block shell column outer wall.
4. the punching block shell post for support tie-beam according to claim 2, it is characterized in that, described stiffener is positioned at U-type groove sidewall upper, is parallel to the bottom of U-type groove.
5. the punching block shell post for support tie-beam according to claim 1-4 any one, is characterized in that, described punching block shell column outer wall isometry position is provided with 1-4 the support groove for tie-beam.
6. the punching block shell post for support tie-beam according to claim 5, is characterized in that, described punching block shell post inside is provided with ring flat-plate, and described ring flat-plate center is provided with plug hole.
7. the punching block shell post for support tie-beam according to claim 6, is characterized in that, the surrounding in described ring flat-plate upper hole is provided with steam vent.
8. the punching block shell post for support tie-beam according to claim 7, is characterized in that, the inner position contour with outside support groove of described punching block shell post is at least provided with one piece of ring flat-plate.
9. the punching block shell post for support tie-beam according to claim 8, is characterized in that, described punching block shell post inside is provided with one piece of ring flat-plate every 0.2-1.5m.
10. the punching block shell post for support tie-beam according to claim 9, is characterized in that, concrete has been built in described punching block shell post inside.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420609510.4U CN204418527U (en) | 2014-10-21 | 2014-10-21 | A kind of punching block shell post for support tie-beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420609510.4U CN204418527U (en) | 2014-10-21 | 2014-10-21 | A kind of punching block shell post for support tie-beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204418527U true CN204418527U (en) | 2015-06-24 |
Family
ID=53468911
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420609510.4U Expired - Fee Related CN204418527U (en) | 2014-10-21 | 2014-10-21 | A kind of punching block shell post for support tie-beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204418527U (en) |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105569191A (en) * | 2016-01-23 | 2016-05-11 | 安徽鸿路钢结构(集团)股份有限公司 | Steel-encased concrete composite beam-steel pipe column connection joint |
| CN105804237A (en) * | 2016-05-06 | 2016-07-27 | 重庆标王机械设备有限公司 | Space stabilizing structure formed by hinge joint rods |
| CN106065566A (en) * | 2016-07-26 | 2016-11-02 | 中冶建筑研究总院有限公司 | A kind of energy-dissipating and shock-absorbing pier stud |
| CN106480983A (en) * | 2016-12-08 | 2017-03-08 | 四川华构住宅工业有限公司 | A kind of assembled beam-column hinged joint and its assembling mode |
| CN106703215A (en) * | 2016-12-08 | 2017-05-24 | 四川华构住宅工业有限公司 | Fabricated rigid joint beam-column structure |
| CN108179840A (en) * | 2018-01-25 | 2018-06-19 | 万保金 | Prefabricated superposed column |
| CN109057019A (en) * | 2018-08-24 | 2018-12-21 | 中国五冶集团有限公司 | Girder steel connection structure |
| CN109057038A (en) * | 2018-09-21 | 2018-12-21 | 苏州光彩建筑钢品有限公司 | A kind of integrated-type steel moald-cavity convenient for construction |
| CN109577553A (en) * | 2018-12-11 | 2019-04-05 | 郑鹏 | A kind of new-type fabricated construction precast column unit and beam-column node construction method |
| CN109653438A (en) * | 2019-01-14 | 2019-04-19 | 皖西学院 | A kind of steel core concrete column being equipped with connector |
| CN109898656A (en) * | 2019-03-26 | 2019-06-18 | 上海息数建筑科技有限公司 | Support frame and the method for making support frame |
-
2014
- 2014-10-21 CN CN201420609510.4U patent/CN204418527U/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105569191A (en) * | 2016-01-23 | 2016-05-11 | 安徽鸿路钢结构(集团)股份有限公司 | Steel-encased concrete composite beam-steel pipe column connection joint |
| CN105804237A (en) * | 2016-05-06 | 2016-07-27 | 重庆标王机械设备有限公司 | Space stabilizing structure formed by hinge joint rods |
| CN106065566A (en) * | 2016-07-26 | 2016-11-02 | 中冶建筑研究总院有限公司 | A kind of energy-dissipating and shock-absorbing pier stud |
| CN106480983A (en) * | 2016-12-08 | 2017-03-08 | 四川华构住宅工业有限公司 | A kind of assembled beam-column hinged joint and its assembling mode |
| CN106703215A (en) * | 2016-12-08 | 2017-05-24 | 四川华构住宅工业有限公司 | Fabricated rigid joint beam-column structure |
| CN108179840A (en) * | 2018-01-25 | 2018-06-19 | 万保金 | Prefabricated superposed column |
| CN109057019A (en) * | 2018-08-24 | 2018-12-21 | 中国五冶集团有限公司 | Girder steel connection structure |
| CN109057038A (en) * | 2018-09-21 | 2018-12-21 | 苏州光彩建筑钢品有限公司 | A kind of integrated-type steel moald-cavity convenient for construction |
| CN109577553A (en) * | 2018-12-11 | 2019-04-05 | 郑鹏 | A kind of new-type fabricated construction precast column unit and beam-column node construction method |
| CN109653438A (en) * | 2019-01-14 | 2019-04-19 | 皖西学院 | A kind of steel core concrete column being equipped with connector |
| CN109898656A (en) * | 2019-03-26 | 2019-06-18 | 上海息数建筑科技有限公司 | Support frame and the method for making support frame |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204418527U (en) | A kind of punching block shell post for support tie-beam | |
| CN204781363U (en) | Novel antidetonation beam column node of steel and concrete integrated configuration | |
| CN204225269U (en) | A kind of beam column punching block shell concrete combined structure system | |
| CN105544382B (en) | Construction method of dumbbell-shaped bearing platform | |
| CN204418383U (en) | A kind of punching block shell beam-to-column joint structure | |
| CN105525750A (en) | Construction method of door lintel and aluminum alloy door lintel formwork | |
| CN104264792B (en) | A kind of bean column node of layered assembling type steel structure | |
| CN202466844U (en) | Top layer node connecting structure for concrete-filled steel tube column and steel reinforced concrete beam | |
| CN205000631U (en) | Reinforcing apparatus of outer shear force wall aluminum mould toe riser | |
| CN202124938U (en) | Stirrup stiffness barrel of beam column joint of frame structure | |
| CN206014221U (en) | A kind of escalator guide rail connection structure | |
| CN206635950U (en) | A kind of square beam column steel construction | |
| CN206174482U (en) | Outsourcing concrete ring beam reinforcing bar integral erection device of no bracket steel -pipe column | |
| CN204139323U (en) | A kind of punching block shell mounting structures | |
| CN205387943U (en) | Tunnel lining trolley | |
| CN204151900U (en) | A kind of beam column punching block shell combined structure system | |
| CN204754207U (en) | Aluminium alloy door lintel template | |
| CN204152527U (en) | The combined type preliminary bracing system of wall multiple-arch tunnel in implicit expression | |
| CN203394029U (en) | Integrated core tube inner formwork system | |
| CN209145339U (en) | A kind of double-layer detachable reinforcement shed | |
| CN206769054U (en) | The square tube beam body steel construction of reinforcement structure in a kind of band | |
| CN207509469U (en) | Prefabricated piping lane reinforcing bar positioning, operating platform integration moulding bed | |
| CN202559734U (en) | Cantilever slab template-supporting inclined support device of aluminum alloy template system | |
| CN202007384U (en) | Connecting device for bottom die and side die of suspended steel box in water | |
| CN206813110U (en) | A kind of car overhead battery aluminium body structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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: 20150624 Termination date: 20181021 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |