CN207863305U - A kind of building iron concrete structure column contracture device - Google Patents
A kind of building iron concrete structure column contracture device Download PDFInfo
- Publication number
- CN207863305U CN207863305U CN201721732003.XU CN201721732003U CN207863305U CN 207863305 U CN207863305 U CN 207863305U CN 201721732003 U CN201721732003 U CN 201721732003U CN 207863305 U CN207863305 U CN 207863305U
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- column
- steel plate
- pedestal
- concrete
- fixed
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- 239000004567 concrete Substances 0.000 title claims abstract description 47
- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 title claims abstract description 24
- 208000006111 Contracture Diseases 0.000 title claims abstract description 13
- 206010062575 Muscle contracture Diseases 0.000 title claims abstract description 13
- 229910052742 iron Inorganic materials 0.000 title claims abstract description 12
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 118
- 239000010959 steel Substances 0.000 claims abstract description 118
- 230000001808 coupling Effects 0.000 claims abstract description 22
- 238000010168 coupling process Methods 0.000 claims abstract description 22
- 238000005859 coupling reaction Methods 0.000 claims abstract description 22
- 241001080929 Zeugopterus punctatus Species 0.000 claims 1
- 230000001965 increased Effects 0.000 abstract description 4
- 238000010586 diagram Methods 0.000 description 3
- 230000002950 deficient Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000002708 enhancing Effects 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 230000003014 reinforcing Effects 0.000 description 2
- 230000035939 shock Effects 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 240000002275 Cucumis melo Species 0.000 description 1
- 235000015510 Cucumis melo subsp melo Nutrition 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006011 modification reaction Methods 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
Abstract
The utility model discloses a kind of building iron concrete structure column contracture devices, including cylindrical member, concrete-bar component and pedestal component, the cylindrical member includes pedestal, substructure column and superstructure column, the pedestal upper surface is fixed with the substructure column, the superstructure column is fixed on substructure column upper surface, the concrete-bar component includes steel pipe, steel plate and coupling bar, the steel pipe sequentially passes through the superstructure column and the substructure column, and is fixed on the base interior；The fixed circular steel plate of connecting pole is provided in pedestal, circular steel plate periphery is provided with multiple pedestal coupling bars, the compactness that can will be connected between the concrete enhanced in pedestal, increase the structural strength of concrete, increase the stability and load of structural column foundation, and the fixed steel pipe with coupling bar on pedestal, it can be effectively increased the intensity that column body concrete pours, increase the bearing capacity of structural column entirety.
Description
Technical field
The utility model belongs to apparatus for building technical field, and in particular to a kind of building iron concrete structure column contracture dress
It sets.
Background technology
The sub- upper and lower ends diameter of cylinder of ancient Chinese is unequal, is removed outside melon column one kind short column, any pillar is all
Not upper and lower isometrical cylinder, root is slightly thick, and top is slightly thin, this practice, and referred to as " receipts are slipped " is also known as " contracture ", pillar
Contracture is made, that is, is stablized and light and handy.
Original concrete structure column is formed by concreting, since column structure is more single, the concrete that pours
Between connect and bear that load is maximum, reinforcing bar is distributed less place at defective tightness, especially foundation, prevent cylinder integral strength from complete
The full high intensity for showing concrete.
Utility model content
The purpose of this utility model is to provide a kind of building iron concrete structure column contracture devices, to solve the above-mentioned back of the body
It is proposed that original concrete structure column is formed by concreting in scape technology, since column structure is more single, what is poured is mixed
It is connected between solidifying soil and bears load maximum, the less place of reinforcing bar distribution at defective tightness, especially foundation, make cylinder integral strength not
The problem of high intensity of concrete can be showed completely.
To achieve the above object, the utility model provides the following technical solutions：A kind of building iron concrete structure column receipts
Separating device, including cylindrical member, concrete-bar component and pedestal component, the cylindrical member include pedestal, substructure column and top
Structural column, the pedestal upper surface are fixed with the substructure column, and the superstructure column is fixed on the substructure column
Upper surface, the concrete-bar component include steel pipe, steel plate and coupling bar, and the steel pipe sequentially passes through the superstructure column and described
Substructure column, and be fixed on the base interior, the superstructure column include outer concrete and inner concrete, described
The inner wall of steel pipe is equipped with steel plate, and the steel plate inner wall is fixed with the inner concrete, and the coupling bar sequentially passes through the steel
Plate and the steel pipe, and be fixedly connected with the outer concrete, the pedestal component includes circular steel plate, connecting pole and pedestal
Coupling bar, the connecting pole are fixedly connected on the inner wall of the circular steel plate, on the upside of the circular steel plate there is the pedestal to connect
Bolt is connect, the steel plate includes fixing bolt, and the steel plate lower end is fixed with the steel plate connecting plate, and the fixing bolt runs through institute
Steel plate connecting plate is stated to be fixedly connected with the circular steel plate.
Preferably, the steel plate number is six, and is each attached to the circular steel plate uper side surface close to the steel pipe
Inner wall.
Preferably, vertical distribution between the steel plate connecting plate and the steel plate, the steel plate connecting plate is in sector.
Preferably, the circular steel plate quantity is two, and is separately fixed at the upper and lower ends of the connecting pole, the circle
Shape steel plate is rounded.
Preferably, the substructure column vertical direction section is trapezoidal, and the superstructure column horizontal direction section is
Circle, the superstructure column upper end diameter is smaller, and the superstructure column lower end diameter is larger.
Compared with prior art, the utility model has the beneficial effects that：It is fixed that connecting pole is provided in pedestal
Circular steel plate, circular steel plate periphery are provided with multiple pedestal coupling bars, can will be connected between the concrete enhanced in pedestal tight
Close property increases the structural strength of concrete, increases the stability and load of structural column foundation, and fixed with company on pedestal
The steel pipe of bolt is connect, the intensity that column body concrete pours can be effectively increased, increases the bearing capacity of structural column entirety.
Description of the drawings
Fig. 1 is the structural schematic diagram of the utility model；
Fig. 2 is the steel plate structure schematic diagram of the utility model；
Fig. 3 is the superstructure column overlooking structure diagram of the utility model；
In figure：10- cylindrical members, 11- pedestals, 12- substructures column, 13- superstructures column, 131- outer concretes,
132- inner concretes, 20- concrete-bar components, 21- steel pipes, 22- steel plates, 221- steel plates connecting plate, 222- fixing bolts, 23- connect
Connect bolt, 30- pedestals component, 31- circular steel plates, 32- connecting poles, 33- pedestal coupling bars.
Specific implementation mode
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
The every other embodiment obtained, shall fall within the protection scope of the present invention.
- 3 are please referred to Fig.1, the utility model provides a kind of technical solution：A kind of building iron concrete structure column contracture dress
It sets, including cylindrical member 10, concrete-bar component 20 and pedestal component 30, cylindrical member 10 includes pedestal 11,12 and of substructure column
Superstructure column 13,11 upper surface of pedestal are fixed with substructure column 12, and superstructure column 13 is fixed on substructure column 12
Surface, concrete-bar component 20 include steel pipe 21, steel plate 22 and coupling bar 23, and steel pipe 21 sequentially passes through superstructure column 13 and lower junction
Structure column 12, and be fixed on inside pedestal 11, superstructure column 13 includes outer concrete 131 and inner concrete 132, steel pipe 21
Inner wall be equipped with steel plate 22,22 inner wall of steel plate is fixed with inner concrete 132, and coupling bar 23 sequentially passes through steel plate 22 and steel pipe
21, and be fixedly connected with inner concrete 131, pedestal component 30 includes circular steel plate 31, connecting pole 32 and pedestal coupling bar 33,
Connecting pole 32 is fixedly connected on the inner wall of circular steel plate 31, and 31 upside of circular steel plate includes with pedestal coupling bar 33, steel plate 22
Fixing bolt 222,22 lower end of steel plate are fixed with steel plate connecting plate 221, and fixing bolt 222 is through steel plate connecting plate 221 and circle
Steel plate 31 is fixedly connected.
In the present embodiment, when structural column is built, circular steel plate 31 is fixed on ground, then by concreting in circle
On shape steel plate 31, and close connection is formed by pedestal coupling bar 33 and concrete, enhances the intensity and carrying energy of pedestal 11
Power, and fixing bolt 222 is fixed by the connectivity of concrete, so that steel plate 22 is fixed in circular steel plate 31, and lead to
It crosses coupling bar 23 to be attached steel pipe 21 and steel plate 22, inner concrete 132 is then poured inside steel pipe 21, increase steel pipe
The stationarity connected between 21 and steel plate 22 passes through what is exposed through steel pipe 21 then by 131 pouring molding of outer concrete
Coupling bar 23 makes to connect more closely between outer concrete 131 and steel pipe 21, increases superstructure column 13 and substructure
The structural strength of column 12 can bear the shock loads of bigger.
Further, 22 quantity of steel plate is six, and is each attached to 31 uper side surface of circular steel plate close to 21 inner wall of steel pipe.
In the present embodiment, 22 quantity of steel plate is six, and is each attached to 31 uper side surface of circular steel plate in steel pipe 21
Wall can form stable hexagonal structure in 21 inner wall of steel pipe, increase whole bearing capacity.
Further, vertical distribution between steel plate connecting plate 221 and steel plate 22, steel plate connecting plate 221 is in sector.
In the present embodiment, vertical distribution between steel plate connecting plate 221 and steel plate 22, the convenient fixing bolt 222 that passes through is by steel
Plate 22 is fixed, and steel plate connecting plate 221 can be spliced into a circle in sector, increase structural stability.
Further, 31 quantity of circular steel plate is two, and is separately fixed at the upper and lower ends of connecting pole 32, circular steel plate
31 is rounded.
In the present embodiment, 31 quantity of circular steel plate is two, and is separately fixed at the upper and lower ends of connecting pole 32, circular steel
Plate 31 is rounded, forms the general shape of pedestal 11, and convenient pouring by concrete forms pedestal 11.
Further, 12 vertical direction section of substructure column is trapezoidal, and 13 horizontal direction section of superstructure column is circle
Shape, 13 upper end diameter of superstructure column is smaller, and 13 lower end diameter of superstructure column is larger.
In the present embodiment, 12 vertical direction section of substructure column is trapezoidal, increases the stability of bottom support, top
13 horizontal direction section of structural column is circle, and 13 upper end diameter of superstructure column is smaller, and 13 lower end diameter of superstructure column is larger,
The stability of structure is increased, and reduces the usage amount of raw material.
The operation principle and process for using of the utility model：After the utility model installs, when structural column is built, it will justify
Shape steel plate 31 is fixed on ground, then by concreting in circular steel plate 31, and passes through pedestal coupling bar 33 and coagulation
Soil forms closely connection, enhances the intensity and bearing capacity of pedestal 11, and by the connectivity of concrete by fixing bolt 222
It is fixed, steel plate 22 is made to be fixed in circular steel plate 31, and be attached steel pipe 21 and steel plate 22 by coupling bar 23, connect
It and pours inner concrete 132 inside steel pipe 21, increase the stationarity connected between steel pipe 21 and steel plate 22, then will be outer
Concrete 131 pouring molding in portion's makes to connect between outer concrete 131 and steel pipe 21 by the coupling bar 23 exposed through steel pipe 21
The structural strength for more closely increasing superstructure column 13 and substructure column 12 is connect, the shock loads of bigger can be born.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is appreciated that can these embodiments be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaiied
Change, replace and modification, the scope of the utility model are defined by the appended claims and the equivalents thereof.
Claims (5)
1. a kind of building iron concrete structure column contracture device, it is characterised in that：Including cylindrical member（10）, concrete-bar component
（20）With pedestal component（30）, the cylindrical member（10）Including pedestal（11）, substructure column（12）With superstructure column
（13）, the pedestal（11）Upper surface is fixed with the substructure column（12）, the superstructure column（13）It is fixed on described
Substructure column（12）Upper surface, the concrete-bar component（20）Including steel pipe（21）, steel plate（22）And coupling bar（23）, the steel
Pipe（21）Sequentially pass through the superstructure column（13）With the substructure column（12）, and it is fixed on the pedestal（11）It is interior
Portion, the superstructure column（13）Including outer concrete（131）And inner concrete（132）, the steel pipe（21）Inner wall
Equipped with steel plate（22）, the steel plate（22）Inner wall is fixed with the inner concrete（132）, the coupling bar（23）It sequentially passes through
The steel plate（22）With the steel pipe（21）, and with the outer concrete（131）It is fixedly connected, the pedestal component（30）Packet
Include circular steel plate（31）, connecting pole（32）With pedestal coupling bar（33）, the connecting pole（32）It is fixedly connected on the circular steel
Plate（31）Inner wall, the circular steel plate（31）Upside has the pedestal coupling bar（33）, the steel plate（22）Including fixation
Bolt（222）, the steel plate（22）Lower end is fixed with the steel plate connecting plate（221）, the fixing bolt（222）Through described
Steel plate connecting plate（221）With the circular steel plate（31）It is fixedly connected.
2. a kind of building iron concrete structure column contracture device according to claim 1, it is characterised in that：The steel plate
（22）Quantity is six, and is each attached to the circular steel plate（31）Uper side surface is close to the steel pipe（21）Inner wall.
3. a kind of building iron concrete structure column contracture device according to claim 1, it is characterised in that：The steel plate
Connecting plate（221）With the steel plate（22）Between vertical distribution, the steel plate connecting plate（221）In sector.
4. a kind of building iron concrete structure column contracture device according to claim 1, it is characterised in that：The circle
Steel plate（31）Quantity is two, and is separately fixed at the connecting pole（32）Upper and lower ends, the circular steel plate（31）In circle
Shape.
5. a kind of building iron concrete structure column contracture device according to claim 1, it is characterised in that：The lower part
Structural column（12）Vertical direction section is trapezoidal, the superstructure column（13）Horizontal direction section is circle, the top knot
Structure column（13）Upper end diameter is smaller, the superstructure column（13）Lower end diameter is larger.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721732003.XU CN207863305U (en) | 2017-12-13 | 2017-12-13 | A kind of building iron concrete structure column contracture device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721732003.XU CN207863305U (en) | 2017-12-13 | 2017-12-13 | A kind of building iron concrete structure column contracture device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207863305U true CN207863305U (en) | 2018-09-14 |
Family
ID=63468633
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721732003.XU Active CN207863305U (en) | 2017-12-13 | 2017-12-13 | A kind of building iron concrete structure column contracture device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207863305U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110056131A (en) * | 2019-05-27 | 2019-07-26 | 南京工程学院 | A kind of combined steel pipe concrete structure and preparation method thereof |
| CN112942682A (en) * | 2021-01-27 | 2021-06-11 | 上海绿地建设(集团)有限公司 | Multicavity steel core concrete column |
-
2017
- 2017-12-13 CN CN201721732003.XU patent/CN207863305U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110056131A (en) * | 2019-05-27 | 2019-07-26 | 南京工程学院 | A kind of combined steel pipe concrete structure and preparation method thereof |
| CN112942682A (en) * | 2021-01-27 | 2021-06-11 | 上海绿地建设(集团)有限公司 | Multicavity steel core concrete column |
| CN112942682B (en) * | 2021-01-27 | 2022-06-14 | 上海绿地建设(集团)有限公司 | Multicavity steel core concrete column |
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| GR01 | Patent grant |