CN205654125U - Reinforcement support column of adjustable elevation - Google Patents
Reinforcement support column of adjustable elevation Download PDFInfo
- Publication number
- CN205654125U CN205654125U CN201620281575.XU CN201620281575U CN205654125U CN 205654125 U CN205654125 U CN 205654125U CN 201620281575 U CN201620281575 U CN 201620281575U CN 205654125 U CN205654125 U CN 205654125U
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- connecting portion
- support column
- joint
- festival
- bolt
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Abstract
The utility model is suitable for an architectural engineering technology field provides a reinforcement support column of adjustable elevation, including base festival, standard festival, adjustment festival, bolt and nut. Base festival, standard festival and adjustment festival all are equipped with pole setting and connecting portion, pass through bolted connection between each section. The connecting portion on adjustment festival top replace the floor plate or with the bottom connecting portion bolted connection of another adjustment festival. The floor plate is replaced to the connecting portion that are located the adjustment festival top of the top. The utility model discloses a consolidate the support column, simple structure, it is convenient, efficient to assemble, artifical few, the space that occupies is little, does not influence other regional constructions. It is clear succinct that the support column passes the power route, and structural integrity is strong. On the other hand, adjusting nut's position can change the elevation, can also apply certain pretightning force simultaneously, guarantees that support column and concrete structure develop the top and tightly, has improved the reinforcement quality. Each section of support column has different height, and the floor that can be applied to different floor heights through the combination of difference supports.
Description
Technical field
This utility model belongs to construction engineering technical field, particularly relates to the reinforcing support column of a kind of adjustable absolute altitude.
Background technology
At present, building construction process is generally deposited the situation of heavy mechanically floor slab construction, but due to floor
Bearing capacity is limited, it is difficult to bear the weight of heavy-duty machinery, it is impossible to meet construction requirement, accordingly, it would be desirable to building
Plate carries out temperature pier.
Traditional reinforcement means typically uses scaffold as flooring supporting member, sets at scaffold top simultaneously
Top set is inserted, and is used for regulating support absolute altitude.But the method needs to carry out scaffold building operation, occupies lower floor
The scope of operation, with duration, consumption artificial big, and the mode of transfer force of scaffold is unintelligible, and bearing capacity is the most true
Fixed, there is the potential safety hazards such as scaffold caves in during use.
Utility model content
Technical problem to be solved in the utility model is to provide the reinforcing support column of a kind of adjustable absolute altitude, purport
Solve prior art uses scaffold as existing for flooring supporting member with duration, consumption artificial
Greatly, and mode of transfer force is unintelligible, the uncertain problem of bearing capacity.
This utility model is achieved in that the reinforcing support column of a kind of adjustable absolute altitude, save including a base,
If standard knot, at least one adjustment joint bolt stem and some nuts, described base joint, standard knot
And adjustment joint is provided with vertical rod and is positioned at the connecting portion at vertical rod two ends, the connection of described base joint bottom
Portion is connected with the crab-bolt bolt being implanted in concrete, the connecting portion on described base joint top and standard knot bottom
Connecting portion bolt connect；The connecting portion on described standard knot top and the described connecting portion bolt adjusting joint bottom
Connect；The described connecting portion adjusting joint top is supported floorboard or adjusts the bottom connecting portion spiral shell of joint with another
Tether and connect；The connecting portion adjusting joint top being positioned at the top supports floorboard.
Further, the connecting portion of described base joint, standard knot and adjustment joint all includes one piece of ring flange,
Bolt connecting hole is offered on described ring flange.
Further, the area of the ring flange of described base joint bottom is more than the area of its top ring flange.
Further, described ring flange extending ribs, the side of described ribs is fixing with vertical rod even
Connect.
Further, the described whole height adjusting joint is 0.5m or 1m.
Further, the whole height of described base joint is 1m.
Further, the whole height of described standard knot is 2m.
This utility model compared with prior art, has the beneficial effects that: adding of adjustable absolute altitude of the present utility model
Clamped dagger, its base joint, standard knot and adjustment joint are all longitudinal bar type structures, use spiral shell between three
Tethering and connect, simple in construction, it is convenient to assemble, and efficiency is high, and the artificial of cost is lacked；And accounting for of whole support column
Space little, do not affect the construction in other region.Meanwhile, support column Path of Force Transfer is clearly succinct, structure
Globality is strong.On the other hand, due to the most with bolts between base joint, standard knot and adjustment joint,
Therefore can be changed the absolute altitude of superstructure by the position of adjusting nut, certain pretension can also be applied simultaneously
Power, it is ensured that support column develops with xoncrete structure and holds out against, and enhances consolidation effect, improves strengthening quality.
Each joint of support column has different height, and the floor that can be applied to different floor height by different combinations is supported.
Accompanying drawing explanation
Fig. 1 is that the master reinforcing support column of a kind of adjustable absolute altitude that this utility model embodiment provides regards signal
Figure.
Fig. 2 is the enlarged drawing of a-quadrant in Fig. 1.
Fig. 3 is the schematic front view of the base joint in Fig. 1.
Fig. 4 is the schematic front view of the standard knot in Fig. 1.
Fig. 5 is the schematic front view adjusting joint of the 0.5m in Fig. 1.
Fig. 6 is the schematic front view adjusting joint of the 1m in Fig. 1.
Detailed description of the invention
In order to make technical problem to be solved in the utility model, technical scheme and beneficial effect more clear bright
In vain, below in conjunction with drawings and Examples, this utility model is further elaborated.Should be appreciated that
Specific embodiment described herein, only in order to explain this utility model, is not used to limit this utility model.
As shown in Figures 1 and 2, for a preferred embodiment of the present utility model, the reinforcing of a kind of adjustable absolute altitude
Support column, if including base save 1, standard knot 2, at least one adjust joint 3 bolt stem 4 with
And some nuts 5.
Base joint 1 is provided with vertical rod 11 and is positioned at the connecting portion at vertical rod 11 two ends, and connecting portion includes one piece
Ring flange 121, ring flange 121 offers bolt connecting hole, ring flange 121 extends ribs 122,
The side of ribs 122 is fixing with vertical rod 11 to be connected.In order to strengthen the stability of support column bottom surface, base saves
The area of the ring flange 121 of 1 bottom is more than the area of its top ring flange 121.
Standard knot 2 is provided with vertical rod 21 and is positioned at the connecting portion at vertical rod 21 two ends, and connecting portion includes one piece
Ring flange 221, ring flange 221 offers bolt connecting hole, ring flange 221 extends ribs 222,
The side of ribs 222 is fixing with vertical rod 21 to be connected.
Adjusting joint 3 be also provided with vertical rod 31 and be positioned at the connecting portion at vertical rod 31 two ends, connecting portion includes one
Block ring flange 321, ring flange 321 offers bolt connecting hole, ring flange 321 extends ribs
322, the side of ribs 322 is fixing with vertical rod 31 to be connected.
The ring flange 121 that base saves 1 bottom is connected with the crab-bolt bolt being implanted in concrete, base joint 1
The ring flange 121 on top is connected with ring flange 221 bolt of standard knot 2 bottom.The method on standard knot 2 top
Blue dish 22 is connected with ring flange 321 bolt adjusting joint 3 bottoms.Adjust the ring flange 321 on joint 3 tops
Support floorboard or ring flange 321 bolt with another adjustment joint 3 bottoms is connected；It is positioned at the tune of the top
Floorboard supported by the ring flange 321 on whole joint 3 top.
In actual applications, the whole height of base joint 1 is 1m (referring to Fig. 3)；Standard knot 2 whole
Height is 2m (referring to Fig. 4).The whole height adjusting joint 3 is that 0.5m or 1m (refers to Fig. 5
And Fig. 6)
The reinforcing support column of above-mentioned adjustable absolute altitude, its base joint 1, standard knot 2 and adjustment joint 3 are all
Longitudinal bar type structure, all uses bolt 4 to connect between three, simple in construction, and it is convenient to assemble, and efficiency is high,
Spend is artificial few；And the space taken of whole support column is little, does not affect the construction in other region.With
Time, support column Path of Force Transfer is clearly succinct, and structural integrity is strong.
On the other hand, due to the most with bolts between base joint 1, standard knot 2 and adjustment joint 3,
Therefore can be changed the absolute altitude of superstructure by the position of adjusting nut 5, can also apply certain pre-simultaneously
Clamp force, it is ensured that support column develops with xoncrete structure and holds out against, and enhances consolidation effect, improves strengthening quality.
Each joint of support column has different height, and the floor that can be applied to different floor height by different combinations is supported.
The foregoing is only preferred embodiment of the present utility model, not in order to limit this utility model,
All any amendment, equivalent and improvement etc. made within spirit of the present utility model and principle, all should
Within being included in protection domain of the present utility model.
Claims (7)
1. the reinforcing support column of an adjustable absolute altitude, it is characterised in that include base joint, a standard
If joint, at least one adjustment joint bolt stem and some nuts, described base joint, standard knot and adjustment
Joint is provided with vertical rod and is positioned at the connecting portion at vertical rod two ends, the connecting portion of described base joint bottom and implantation
Crab-bolt bolt in concrete connects, the connecting portion on described base joint top and the connecting portion of standard knot bottom
Bolt connects；The connecting portion on described standard knot top is connected with the described connecting portion bolt adjusting joint bottom；Institute
The connecting portion stating adjustment joint top is supported floorboard or is connected with another bottom connecting portion bolt adjusting joint；
The connecting portion adjusting joint top being positioned at the top supports floorboard.
The reinforcing support column of adjustable absolute altitude the most as claimed in claim 1, it is characterised in that described base joint,
The connecting portion of standard knot and adjustment joint all includes one piece of ring flange, described ring flange offers bolt and connects
Hole.
The reinforcing support column of adjustable absolute altitude the most as claimed in claim 2, it is characterised in that described base saves
The area of the ring flange of bottom is more than the area of its top ring flange.
The reinforcing support column of adjustable absolute altitude the most as claimed in claim 2 or claim 3, it is characterised in that described method
Extending ribs on blue dish, the side of described ribs is fixing with vertical rod to be connected.
5. the reinforcing support column of the adjustable absolute altitude as described in claims 1 to 3 any one, it is characterised in that
The described whole height adjusting joint is 0.5m or 1m.
6. the reinforcing support column of the adjustable absolute altitude as described in claims 1 to 3 any one, it is characterised in that
The whole height of described base joint is 1m.
7. the reinforcing support column of the adjustable absolute altitude as described in claims 1 to 3 any one, it is characterised in that
The whole height of described standard knot is 2m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620281575.XU CN205654125U (en) | 2016-04-06 | 2016-04-06 | Reinforcement support column of adjustable elevation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620281575.XU CN205654125U (en) | 2016-04-06 | 2016-04-06 | Reinforcement support column of adjustable elevation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205654125U true CN205654125U (en) | 2016-10-19 |
Family
ID=57389934
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620281575.XU Active CN205654125U (en) | 2016-04-06 | 2016-04-06 | Reinforcement support column of adjustable elevation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205654125U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106985595A (en) * | 2017-05-04 | 2017-07-28 | 上海建筑设计研究院有限公司 | A kind of industry assembling formula steel construction artificial hillock structure and its design method |
| CN112030783A (en) * | 2020-08-21 | 2020-12-04 | 盐城工学院 | Bridge reinforced structure |
-
2016
- 2016-04-06 CN CN201620281575.XU patent/CN205654125U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106985595A (en) * | 2017-05-04 | 2017-07-28 | 上海建筑设计研究院有限公司 | A kind of industry assembling formula steel construction artificial hillock structure and its design method |
| CN112030783A (en) * | 2020-08-21 | 2020-12-04 | 盐城工学院 | Bridge reinforced structure |
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| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |