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 PDF

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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
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CN
China
Prior art keywords
punching block
block shell
support
shell post
support groove
Prior art date
Application number
CN201420609510.4U
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Chinese (zh)
Inventor
贾文文
张天宝
Original Assignee
深圳市绿色建筑产业化研究院有限公司
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Priority to CN201420609510.4U priority Critical patent/CN204418527U/en
Application granted granted Critical
Publication of CN204418527U publication Critical patent/CN204418527U/en

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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

A kind of punching block shell post for support tie-beam

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.
CN201420609510.4U 2014-10-21 2014-10-21 A kind of punching block shell post for support tie-beam CN204418527U (en)

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)

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CN204418527U true CN204418527U (en) 2015-06-24

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Cited By (5)

* Cited by examiner, † Cited by third party
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
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

Cited By (5)

* Cited by examiner, † Cited by third party
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
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

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GR01 Patent grant
C14 Grant of patent or utility model
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