CN207260436U - It is a kind of to be applied to irregular linear building stub - Google Patents
It is a kind of to be applied to irregular linear building stub Download PDFInfo
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- CN207260436U CN207260436U CN201721035144.6U CN201721035144U CN207260436U CN 207260436 U CN207260436 U CN 207260436U CN 201721035144 U CN201721035144 U CN 201721035144U CN 207260436 U CN207260436 U CN 207260436U
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- hollow out
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- stub
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Abstract
The utility model is related to it is a kind of be applied to irregular linear building stub, belong to construction engineering technical field.The technical solution of the utility model is：It is a kind of to be applied to irregular linear building stub, worn including hollow out steel frame plate, reinforcing bar is moulding, shuttering supporting and LOAD FOR, concreting, cylinder is molded five steps, the hollow out steel frame plate is parallel to be set between steel bar column and reinforcing rod, the steel bar column and the bottom of reinforcing rod are snapped into column footings, top plate is equipped with the top of building stub, the hollow out steel frame plate is equipped with panel, the panel is equipped with center hollow out mouth, side hollow out mouth and hollow out contact surface, in the steel bar column, the periphery of reinforcing rod and hollow out steel frame plate is enclosed with casting concrete, it is with time saving, section takes, ensure construction quality, the advantages of improving construction efficiency.
Description
Technical field
The utility model is related to it is a kind of be applied to irregular linear building stub, belong to construction engineering technical field.
Background technology
Armored concrete (English：Reinforced Concrete or Ferroconcrete), often it is called for short in engineering
Reinforced concrete.Refer to by adding reinforcing bar, reinforced slab or fiber in concrete a kind of combined material for forming common work therewith
Make to improve a kind of combined material of Concrete Mechanical Properties, be reinforced concrete the most common type form.
It is irregular linear pier stud strong applicability, handsome in appearance, but construct complicated, more application will in city and regional image
Seek high project.This intermediate item most duration is tight, quality, safety, civilized construction is required high.Traditional construction method there is
Construction is complicated, therefore formwork pours more complicated, building formwork, which pours, to be referred to before casting concrete, with template being poured
Concrete makees a model, as the mould of concrete, especially for irregular linear pier stud, it is necessary to consider concrete and rebar
Between bearing capacity and the hardness requirement that pours, common binding reinforcing bars operation difficulty is big, and bearing capacity is limited.
Existing reinforced concrete constructional work, particularly irregular structures, when pouring, template is often due to deformation
Support, bearing capacity is limited, and by concrete adhesion support with can effectively be relieved stress on framework of steel reinforcement, it is therefore necessary to design one
Kind is applied to irregular linear building stub.
The content of the invention
In order to overcome the above problem, the utility model provides a kind of applied to irregular linear building stub.
The technical solution of the utility model is：It is a kind of to be applied to irregular linear building stub, comprise the following steps：
1) hollow out steel frame plate is worn：Center hollow out mouth socket joint corresponding with steel bar column on hollow out steel frame plate is worn, by side
Hollow out mouth socket joint corresponding with reinforcing rod is worn, and is contacted on steel bar column to hollow out steel frame plate, and by steel bar column and reinforcing rod
Carry out welding continuous company, steel bar column and reinforcing rod are extended, until reaching the length of layout design, make to be connected with steel bar column
One row's hollow out steel frame plate；
2) reinforcing bar is moulding：Before overlap joint is carried out to irregular linear building stub and is poured, first steel bar column is bent
It is moulding, it is separated by X distances and fixes one piece of hollow out steel frame plate, the maximum angle between the hollow out steel frame plate is α, the α≤
13.5 °, the spacing distance X of the hollow out steel frame plate central point is calculated according to formula (1-1)：
X：Spacing distance --- the m of hollow out steel frame plate central point；
R：The radius of hollow out steel frame plate --- m；
φ：Computational constant takes 10.7；
M:Build mean radius --- the m of pillar entirety cross section；
3) shuttering supporting and LOAD FOR：In the outside for the framework of steel reinforcement that steel bar column and reinforcing rod are formed with hollow out steel frame plate
Frame mold, the installation of template is supported by design drawing, and LOAD FOR is carried out according to support of the formula (1-2) to template：
G：Load --- t/ ㎡
V：The volume of sectional area upper end --- m3；
β：Reinforcing bar concrete density --- t/m3；
S：Sectional area vertical projection area — — ㎡；
4) concreting：The template supported is poured, concrete is poured into building template, makes hollow out steelframe
Plate is in contact with steel bar column and reinforcing rod, and concrete is stirred, and makes its mutually uniformly bonding, and exclude unnecessary bubble；
5) cylinder is molded：By armored concrete be placed in original place stand 72 it is small when more than, after concrete hardening shaping after, remove
Template, completes the overlap joint casting process of cylinder.
The irregular linear building pillar includes：Hollow out steel frame plate, steel bar column, reinforcing rod, casting concrete, column
Body basis, top plate, engagement help steady bearing, panel, center hollow out mouth, side hollow out mouth, reinforced steel bar perforation, bar connecting line, help steady branch
Seat spread groove, the hollow out steel frame plate is parallel to be set between steel bar column and reinforcing rod, the steel bar column and reinforcing rod
Bottom is snapped into column footings, is equipped with top plate at the top of building stub, the top plate helps steady bearing, institute equipped with engagement
The engagement stated helps steady bearing to be equipped with and helps steady bearing spread groove, and the hollow out steel frame plate is equipped with panel, on the panel
Equipped with center hollow out mouth, side hollow out mouth and hollow out contact surface, in the periphery bag of the steel bar column, reinforcing rod and hollow out steel frame plate
Be wrapped with casting concrete, the steel bar column and hollow out steel frame plate in column footings by being weldingly connected, the steel bar column
Top is equipped with bar connecting line, its fixation mutually nested with top plate.
The hollow out steel frame plate is equipped with center hollow out mouth, side hollow out mouth and hollow out contact surface, the center hollow out
Mouth and side hollow out mouth mutually agree with respectively with steel bar column and reinforcing rod, and the center hollow out mouth inner wall is shape of threads.
The good effect of the utility model is：
1st, the utility model substitutes existing single bar connecting by the mating connection of hollow out steel frame plate and steel bar column,
In the pouring molding of irregular cylinder, the concrete of each block can be effectively connected, makes the knot of concrete and rebar skeleton
Close even closer, the intensity of irregular cylinder can be improved, it take with time saving, section, ensure construction quality, raising construction efficiency
Advantage.
2nd, the utility model uses the mating connection of hollow out steel frame plate and steel bar column, its is rational in infrastructure compact, efficient support,
Operating efficiency is high, and transport and operation are easy, and without doing the excessive adjustment of preparation in advance, critical piece is simple in structure, and it is convenient to be laid with,
Easy to the concrete maintaining after building up, bonding strength is high, and use cost is low, service life length.
Brief description of the drawings
The utility model is further illustrated below in conjunction with the accompanying drawings.
Fig. 1 is a kind of cross-sectional view for being applied to irregular linear building stub overlap joint and pouring；
Fig. 2 is a kind of structural representation for being applied to the hollow out steelframe plate part that irregular linear building stub overlap joint pours
Figure；
Fig. 3 is that a kind of hollow out steel frame plate poured applied to irregular linear building stub overlap joint is connected with reinforcing rod
Schematic diagram；
Figure includes：Hollow out steel frame plate (1), steel bar column (2), casting concrete (3), column footings (4), top plate (5), connect
Conjunction help steady bearing (6), panel (11), center hollow out mouth (12), side hollow out mouth (13), hollow out contact surface (14), reinforcing rod (21),
Bar connecting line (22), help steady bearing spread groove (61).
Embodiment
The utility model is further illustrated below in conjunction with the accompanying drawings.
As shown in Figure 1, Figure 2 and Figure 3, it is a kind of to be applied to irregular linear building stub, comprise the following steps：
1) hollow out steel frame plate is worn：Center hollow out mouth (12) socket joint corresponding with steel bar column (2) on hollow out steel frame plate is worn
Set, side hollow out mouth (13) socket joint corresponding with reinforcing rod (21) is worn, hollow out steel frame plate (1) is gone here and there on steel bar column (2)
Even, and steel bar column (2) and reinforcing rod (21) are carried out welding continuous company, steel bar column (2) and reinforcing rod (21) is extended, until
Reach the length of layout design, make to be connected with row's hollow out steel frame plate (1) on steel bar column (2)；
2) reinforcing bar is moulding：Before overlap joint is carried out to irregular linear building stub and is poured, first steel bar column (2) is carried out curved
It is bent moulding, it is separated by X distances and fixes one piece of hollow out steel frame plate (1), the maximum angle between the hollow out steel frame plate (1) is α, institute
α≤13.5 ° stated, the spacing distance X of described hollow out steel frame plate (1) central point are calculated according to formula (1-1)：
X：Spacing distance --- the m of hollow out steel frame plate central point；
R：The radius of hollow out steel frame plate --- m；
φ：Computational constant takes 10.7；
M:Build mean radius --- the m of pillar entirety cross section；
3) shuttering supporting and LOAD FOR：In the reinforcing bar that steel bar column (2) and reinforcing rod (21) are formed with hollow out steel frame plate (1)
The exterior frame mold of skeleton, the installation of template is supported by design drawing, is carried according to support of the formula (1-2) to template
Lotus calculates：
G：Load --- t/ ㎡
V：The volume of sectional area upper end --- m3；
β：Reinforcing bar concrete density --- t/m3；
S：Sectional area vertical projection area — — ㎡；
4) concreting：The template supported is poured, concrete is poured into building template, makes hollow out steelframe
Plate (1) is in contact with steel bar column (2) and reinforcing rod (21), and concrete is stirred, and makes its mutually uniformly bonding, and excluding
Unnecessary bubble；
5) cylinder is molded：By armored concrete be placed in original place stand 72 it is small when more than, after concrete hardening shaping after, remove
Template, completes the overlap joint casting process of cylinder.
The irregular linear building pillar includes：Hollow out steel frame plate (1), steel bar column (2), reinforcing rod (21), pour
Build concrete (3), column footings (4), top plate (5), panel (11), center hollow out mouth (12), side hollow out mouth (13), hollow out contact
Face (14), bar connecting line (22), help steady bearing spread groove (61), and the hollow out steel frame plate (1) is parallel to be set on steel bar column
(2) between reinforcing rod (21), the steel bar column (2) and the bottom of reinforcing rod (21) are snapped into column footings (4), are being built
The top for building stub is equipped with top plate (5), and the top plate (5) helps steady bearing (6) equipped with engagement, and the engagement helps steady bearing
(6) it is equipped with and helps steady bearing spread groove (61), the hollow out steel frame plate (1) is equipped with panel (11), the panel (11)
Center hollow out mouth (12), side hollow out mouth (13) and hollow out contact surface (14) are equipped with, in the steel bar column (2), reinforcing rod
(21) casting concrete (3) is enclosed with the periphery of hollow out steel frame plate (1), the steel bar column (2) exists with hollow out steel frame plate (1)
Bar connecting line (22) is equipped with by being weldingly connected in column footings (4), at the top of the steel bar column (2), itself and top plate (5) phase
It is mutually nested fixed.
The hollow out steel frame plate (1) is equipped with center hollow out mouth (12), side hollow out mouth (13) and hollow out contact surface (14),
The center hollow out mouth (12) and side hollow out mouth (13) mutually agrees with respectively with steel bar column (2) and reinforcing rod (21), described
Center hollow out mouth (12) inner wall is shape of threads.
The above descriptions are merely preferred embodiments of the present invention, is not intended to limit the present invention, for this
For the technical staff in field, it can still be adjusted the technical solution described in foregoing embodiments, or to it
Middle some technical characteristics carry out equivalent substitution, where within the spirit and principles of the present invention, any modification for being made, equivalent
Replace, improve etc., it should be included within the scope of protection of this utility model.
Claims (2)
1. a kind of be applied to irregular linear building stub, it is characterised in that applied to irregular linear building stub bag
Include：Hollow out steel frame plate, steel bar column, reinforcing rod, casting concrete, column footings, top plate, panel, center hollow out mouth, side hollow out
Mouth, reinforced steel bar perforation, bar connecting line, help steady bearing spread groove, and the hollow out steel frame plate is parallel to be set on steel bar column and reinforcing bar
Between bar, the bottom of the steel bar column and reinforcing rod is snapped into column footings, and top plate, institute are equipped with the top of building stub
The top plate stated helps steady bearing equipped with engagement, and the engagement helps steady bearing to be equipped with and helps steady bearing spread groove, the hollow out
Steel frame plate is equipped with panel, and the panel is equipped with center hollow out mouth, side hollow out mouth and hollow out contact surface, in the reinforcing bar
The periphery of column, reinforcing rod and hollow out steel frame plate is enclosed with casting concrete, and the steel bar column is with hollow out steel frame plate in cylinder base
By being weldingly connected in plinth, bar connecting line is equipped with the top of the steel bar column, its fixation mutually nested with top plate.
It is 2. according to claim 1 a kind of applied to irregular linear building stub, it is characterised in that：The hollow out
Steel frame plate is equipped with center hollow out mouth, side hollow out mouth and hollow out contact surface, the center hollow out mouth and side hollow out mouth and reinforcing bar
Column and reinforcing rod mutually agree with respectively, and the center hollow out mouth inner wall is shape of threads.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721035144.6U CN207260436U (en) | 2017-08-18 | 2017-08-18 | It is a kind of to be applied to irregular linear building stub |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721035144.6U CN207260436U (en) | 2017-08-18 | 2017-08-18 | It is a kind of to be applied to irregular linear building stub |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207260436U true CN207260436U (en) | 2018-04-20 |
Family
ID=61925255
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721035144.6U Active CN207260436U (en) | 2017-08-18 | 2017-08-18 | It is a kind of to be applied to irregular linear building stub |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207260436U (en) |
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2017
- 2017-08-18 CN CN201721035144.6U patent/CN207260436U/en active Active
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