CN206329032U - Template suitable for pouring section after assembled beam-column - Google Patents
Template suitable for pouring section after assembled beam-column Download PDFInfo
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- CN206329032U CN206329032U CN201621304667.1U CN201621304667U CN206329032U CN 206329032 U CN206329032 U CN 206329032U CN 201621304667 U CN201621304667 U CN 201621304667U CN 206329032 U CN206329032 U CN 206329032U
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- template
- assembled beam
- column
- section
- pour
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Abstract
The utility model provides a kind of template for being applied to pour section after assembled beam-column, it is of the present utility model be applied to assembled beam-column after pour the template of section under assembled beam-column system, by through the bolt hole and the screw rod of described sleeve pipe on the U-shaped steel form, with the nut of the fixed screw rod, realize and utilize screw rod and nut fixed form, reduce the use of batten roll and steel pipe, reduce lower support, material consumption is saved, so as to which the two ends of assembled beam or the template of post be fixedly connected with two assembled beams to be connected or post respectively, the materials such as batten stirrup need not be used to be supported and reinforce template, pars infrasegmentalis support is poured after release, it is flexible during splicing, dismounting is easy, reduce cost.
Description
Technical field
The utility model is related to a kind of template for being applied to pour section after assembled beam-column.
Background technology
For prefabricated assembled prefabricated bean column node, the method poured after is attached.Traditional pin-connected panel coagulation
Although clay model plate has the advantages that flexible, reinforcing support is carried out by batten stirrup in construction, and will be
After pour Duan Chu bottoms and set up support system, occupied ground simultaneously reduces efficiency of construction, adds the duration.
Utility model content
The purpose of this utility model is to provide a kind of, can avoid the drawbacks of conventional template is brought, and improves construction effect
Rate.
To solve the above problems, the utility model provides a kind of template for being applied to pour section after assembled beam-column, including：
U-shaped steel form, two blocks of side plates being connected by base plate and with the base plate are constituted, and the base plate is surrounded with two blocks of side plates
U-shaped groove, the two ends correspondence of every block of side plate offers bolt hole；
The sleeve pipe at the edge of assembled beam to be connected or post is embedded in advance, wherein, the position of the bolt hole position and sleeve pipe
Put consistent；
Through the nut of the bolt hole and the screw rod of described sleeve pipe on the U-shaped steel form, and the fixed screw rod.
Further, in above-mentioned template, the size of the U-shaped groove and assembled beam or column dimension one to be connected
Cause.
Further, in above-mentioned template, the aperture of the bolt hole and sleeve pipe is consistent with the diameter of the screw rod.
Further, pour section in above-mentioned template, after being formed in the U-shaped groove and use ultra-high performance concrete.
Further, in above-mentioned template, the edge of the assembled beam to be connected or post is additionally provided with recess.
Further, in above-mentioned template, the shape of each recess is consistent.
Further, in above-mentioned template, the base plate is connected with two pieces of plate-side plate weldings.
Compared with prior art, it is of the present utility model suitable for pouring the template of section in assembled beam-column body after assembled beam-column
It is real by the nut through the bolt hole and the screw rod of described sleeve pipe on the U-shaped steel form, and the fixed screw rod under system
Screw rod and nut fixed form are now utilized, the use of batten roll and steel pipe is reduced, reduces lower support, saved material
Consumption, so as to the two ends of assembled beam or the template of post are fixedly connected with two assembled beams to be connected or post respectively, i.e.,
Template is fixed between assembled beam or post, so as to template is fixed at the node of assembled beam or post, it is not necessary to use
The materials such as batten stirrup are supported and reinforced to template, pars infrasegmentalis support are poured after release, flexible during splicing, dismounting is held
Easily, cost is reduced, the drawbacks of conventional template is brought can be avoided, construction quality is can guarantee that after installation, efficiency of construction can be improved again,
Node is poured after the completion of maintenance, just dismountable screw rod and template, is reused, and the utility model is particularly suitable for use in assembled beam
Bean column node construction under cylinder system.
Brief description of the drawings
Fig. 1 is the scheme of installation for being applied to pour the template of section after assembled beam-column of the embodiment of the utility model one；
Fig. 2 is the sectional view at A-A along assembled beam-column axial direction in Fig. 1.
Embodiment
To enable above-mentioned purpose of the present utility model, feature and advantage more obvious understandable, below in conjunction with the accompanying drawings and tool
Body embodiment is described in further detail to the utility model.
As illustrated in fig. 1 and 2, the utility model provides a kind of template for being applied to pour section after assembled beam-column, including：
U-shaped steel form 1, two blocks of side plates 12 being connected by base plate 11 and with the base plate 11 are constituted, the base plate 11 and two
Block side plate 12 surrounds U-shaped groove, and the two ends correspondence of every block of side plate 11,12 offers bolt hole；
The sleeve pipe 4 at the edge of assembled beam 2 to be connected or post 3 is embedded in advance, wherein, the bolt hole position and sleeve pipe 4
Position it is consistent, it is ensured that aperture just can pass through screw rod；
Through the nut of the bolt hole and the screw rod 5 of described sleeve pipe 4 on the U-shaped steel form 1, and the fixed screw rod 5
6.It is of the present utility model to be applied to pour the template of section under assembled beam-column system after assembled beam-column, by through described U-shaped
The screw rod of bolt hole and described sleeve pipe on steel form, and the nut of the screw rod is fixed, realization is fixed using screw rod and nut
Template, reduces the use of batten roll and steel pipe, reduces lower support, saved material consumption, so that by assembled beam
Or the two ends of the template of post are fixedly connected with two assembled beams to be connected or post respectively, i.e., template is fixed on into assembled beam
Or between post, so as to template is fixed at the node of assembled beam or post, it is not necessary to using materials such as batten stirrups to template
It is supported and reinforces, pars infrasegmentalis support is poured after release, flexible during splicing, dismounting is easy, reduces cost, can avoid tradition
The drawbacks of Form board tape comes, can guarantee that construction quality after installation, efficiency of construction can be improved again, node is poured after the completion of maintenance, just
Dismountable screw rod and template, are reused, and the bean column node that the utility model is particularly suitable for use under assembled beam-column system is applied
Work.
In the embodiment of the application one, as illustrated in fig. 1 and 2, the size of the U-shaped groove 1 and assembled beam 2 to be connected or
The size of post 3 is consistent, so as to ensure to pour section after being formed consistent with assembled beam to be connected or column dimension in U-shaped groove.
In the embodiment of the application one, as illustrated in fig. 1 and 2, the aperture of the bolt hole and sleeve pipe 4 is straight with the screw rod 5
Footpath is consistent, is more closely fixedly connected on assembled beam or post with the two ends for realizing template.
In the embodiment of the application one, as shown in figure 1, pouring section after being formed in the U-shaped groove using very-high performance coagulation
Native (UHPC), here, section is poured after being done using ultra-high performance concrete pours material, structure connection safety is also greatly improved.
In the embodiment of the application one, as shown in figure 1, the edge of the assembled beam 2 to be connected or post 3 be additionally provided with it is recessed
Mouthfuls 8, to pour the bonding strength of section after increasing between assembled beam to be connected or post.
In the embodiment of the application one, as shown in figure 1, the shape of each recess is consistent, it is easy to batch production.
In the embodiment of the application one, the base plate is connected with two pieces of plate-side plate weldings, to ensure bonding strength.
As illustrated in fig. 1 and 2, the above-mentioned Formwork Installation Method for being applied to pour section after assembled beam-column, including：
Step S1, makes assembled beam 2 or post 3, in assembled beam or the edge service sleeve 4 of post in factory；
Step S2, makes U-shaped steel form 1, wherein, what the U-shaped steel form 1 was connected by base plate 11 and with the base plate 11
Two blocks of side plates 12 are constituted, and the base plate 11 and two blocks of side plates 12 surround U-shaped groove, and spiral shell is opened up in the two ends correspondence of every block of side plate 12
Keyhole, the bolt hole position is consistent with the position of described sleeve pipe 4；
Step S3, lifts assembled beam 2 at the scene or post 3 arrives precalculated position；
Step S4, the U-shaped steel form 1 is placed at the node of assembled beam 2 or post 3, and the screw rod 5 is passed through into institute
The bolt hole and described sleeve pipe 4 on U-shaped steel form are stated, U-shaped steel form is fixed between assembled beam or post with nut 6；
Step S5, surrounds after casting concrete is formed in U-shaped groove in the base plate 11 and two blocks of side plates 12 and pours section 7；
Step S6, pours section 7 after being conserved according to standard conditions；
Step S7, unclamps nut 6 and takes out screw rod 5, U-shaped steel form 1 under dismounting, to assembled beam or the set at the edge of post
Pore is repaired.The template of the present utility model for being applied to pour section after assembled beam-column passes through under assembled beam-column system
Through the nut of the bolt hole and the screw rod of described sleeve pipe on the U-shaped steel form, and the fixed screw rod, realization utilizes screw rod
With nut fixed form, the use of batten roll and steel pipe is reduced, lower support is reduced, material consumption has been saved, so that
The two ends of assembled beam or the template of post are fixedly connected with two assembled beams to be connected or post respectively, i.e., fixed template
Between assembled beam or post, so as to template is fixed at the node of assembled beam or post, it is not necessary to use batten stirrup etc.
Material is supported and reinforced to template, pars infrasegmentalis support is poured after release, flexible during splicing, dismounting is easy, reduces cost,
The drawbacks of conventional template is brought can be avoided, construction quality is can guarantee that after installation, efficiency of construction can be improved again, node pours maintenance
After the completion of, just dismountable screw rod and template are reused, and the utility model is particularly suitable for use in the beam under assembled beam-column system
Column border node is constructed.
In the embodiment of the application one, as illustrated in fig. 1 and 2, the size of the U-shaped groove and assembled beam 2 to be connected or
The size of post 3 is consistent, so as to ensure to pour section after being formed consistent with assembled beam to be connected or column dimension in U-shaped groove.
In the embodiment of the application one, as illustrated in fig. 1 and 2, the aperture of the bolt hole and sleeve pipe 4 is straight with the screw rod 5
Footpath is consistent, is more closely fixedly connected on assembled beam or post with the two ends for realizing template.
In the embodiment of the application one, as shown in figure 1, section 7 is poured after being formed in the U-shaped groove uses very-high performance coagulation
Native (UHPC), here, section is poured after being done using ultra-high performance concrete pours material, structure connection safety is also greatly improved.
In the embodiment of the application one, as shown in figure 1, the edge of the assembled beam 2 to be connected or post 5 be additionally provided with it is recessed
Mouthfuls 8, to pour the bonding strength of section after increasing between assembled beam to be connected or post.
In the embodiment of the application one, as shown in figure 1, the shape of each recess 8 is consistent, it is easy to batch production.
In the embodiment of the application one, the base plate is connected with two pieces of plate-side plate weldings, to ensure bonding strength.
It is in summary, of the present utility model to be applied to pour the template of section under assembled beam-column system after assembled beam-column,
By the nut through the bolt hole and the screw rod of described sleeve pipe on the U-shaped steel form, and the fixed screw rod, realize and utilize
Screw rod and nut fixed form, reduce the use of batten roll and steel pipe, reduce lower support, saved material consumption,
So as to which the two ends of assembled beam or the template of post be fixedly connected with two assembled beams to be connected or post respectively, i.e., by template
It is fixed between assembled beam or post, so as to template is fixed at the node of assembled beam or post, it is not necessary to use batten steel
The materials such as hoop are supported and reinforced to template, pars infrasegmentalis support are poured after release, flexible during splicing, dismounting is easy, reduces
Cost, can avoid the drawbacks of conventional template is brought, and can guarantee that construction quality after installation, efficiency of construction can be improved again, node is poured
Build after the completion of maintenance, just dismountable screw rod and template, are reused, and the utility model is particularly suitable for use in assembled beam-column system
Under bean column node construction.
The embodiment of each in this specification is described by the way of progressive, and what each embodiment was stressed is and other
Between the difference of embodiment, each embodiment identical similar portion mutually referring to.
Obviously, those skilled in the art can be new without departing from this practicality to the various changes of utility model progress and modification
The spirit and scope of type.So, if it is of the present utility model these modification and modification belong to the utility model claim and its
Within the scope of equivalent technologies, then the utility model is also intended to including these changes and modification.
Claims (7)
1. a kind of template for being applied to pour section after assembled beam-column, it is characterised in that including：
U-shaped steel form, two blocks of side plates being connected by base plate and with the base plate are constituted, and the base plate surrounds U-shaped with two blocks of side plates
Groove, the two ends correspondence of every block of side plate offers bolt hole；
The sleeve pipe at the edge of assembled beam to be connected or post is embedded in advance, wherein, the bolt hole position and the position phase of sleeve pipe
Unanimously；
Through the nut of the bolt hole and the screw rod of described sleeve pipe on the U-shaped steel form, and the fixed screw rod.
2. it is applied to pour the template of section as claimed in claim 1 after assembled beam-column, it is characterised in that the U-shaped groove
Size is consistent with assembled beam to be connected or column dimension.
3. it is applied to pour the template of section as claimed in claim 1 after assembled beam-column, it is characterised in that the bolt hole and set
The aperture of pipe is consistent with the diameter of the screw rod.
4. it is applied to pour the template of section as claimed in claim 1 after assembled beam-column, it is characterised in that in the U-shaped groove
Section, which is poured, after being formed uses ultra-high performance concrete.
5. it is applied to pour the template of section as claimed in claim 1 after assembled beam-column, it is characterised in that the dress to be connected
Edge with formula beam or post is additionally provided with recess.
6. it is applied to pour the template of section as claimed in claim 5 after assembled beam-column, it is characterised in that the shape of each recess is protected
Hold consistent.
7. it is applied to pour the template of section as claimed in claim 1 after assembled beam-column, it is characterised in that the base plate and two pieces
Plate-side plate welding is connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621304667.1U CN206329032U (en) | 2016-11-30 | 2016-11-30 | Template suitable for pouring section after assembled beam-column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621304667.1U CN206329032U (en) | 2016-11-30 | 2016-11-30 | Template suitable for pouring section after assembled beam-column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206329032U true CN206329032U (en) | 2017-07-14 |
Family
ID=59288292
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621304667.1U Active CN206329032U (en) | 2016-11-30 | 2016-11-30 | Template suitable for pouring section after assembled beam-column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206329032U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106499176A (en) * | 2016-11-30 | 2017-03-15 | 上海建工二建集团有限公司 | Template and its installation method of section is poured after being applied to assembled beam-column |
| CN115419258A (en) * | 2022-09-29 | 2022-12-02 | 重庆赛迪工程咨询有限公司 | Standardized template for beam connection |
| CN115492376A (en) * | 2022-08-31 | 2022-12-20 | 上海宝冶集团有限公司 | Template supporting method for lattice beams and lattice columns of ultra-large slope broken stone slope |
-
2016
- 2016-11-30 CN CN201621304667.1U patent/CN206329032U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106499176A (en) * | 2016-11-30 | 2017-03-15 | 上海建工二建集团有限公司 | Template and its installation method of section is poured after being applied to assembled beam-column |
| CN115492376A (en) * | 2022-08-31 | 2022-12-20 | 上海宝冶集团有限公司 | Template supporting method for lattice beams and lattice columns of ultra-large slope broken stone slope |
| CN115419258A (en) * | 2022-09-29 | 2022-12-02 | 重庆赛迪工程咨询有限公司 | Standardized template for beam connection |
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