CN205976479U - Frame construction beam column connects template - Google Patents
Frame construction beam column connects template Download PDFInfo
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- CN205976479U CN205976479U CN201621019014.9U CN201621019014U CN205976479U CN 205976479 U CN205976479 U CN 205976479U CN 201621019014 U CN201621019014 U CN 201621019014U CN 205976479 U CN205976479 U CN 205976479U
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- beam column
- column template
- flitch
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Abstract
The utility model relates to a frame construction beam column connects template, including horizontal beam column template and vertical beam column template, horizontal beam column template is character cut in bas -relief shape, horizontal beam column template is provided with the flitch along vertical orientation, vertical beam column template is character cut in bas -relief shape, vertical beam column template is provided with the flitch along vertical orientation, the flitch outside of vertical beam column template and the flitch outside of horizontal beam column template, template character cut in bas -relief shape open end is inboard to be provided with the right angle steel band along the horizontal direction. The utility model discloses frame construction beam column connects template has solved the frame construction beam column and has connected not upright, ballast -surfaced problem, has accomplished construction one shot forming, cheng you, has improved the efficiency, reaches roof beam anticipated target, the efficiency of the construction is improved, reduce construction cost, guarantee construction quality.
Description
Technical field
This utility model is related to a kind of architectural furniture, specifically, is to be related to a kind of frame structure column beam joint mould
Plate.
Background technology
Current frame structure at beam, column joint or beam, wall joint because column template being disconnected at beam bottom during formwork erection,
The both sides shaft template of Vierendeel girder is blocked using fritter template.Fritter template, because of the bottom of the both sides Bars In Poured Concrete Slab in beam
Want consistent extremely difficult with the formwork reinforcement dynamics of the following shaft in beam bottom, after causing form removable, the side of Vierendeel girder, Bars In Poured Concrete Slab
The inner corner trim concrete of bottom faulting of slab ends occurs or eats mould phenomenon, cause very big impact to concrete appearance..
Utility model content
For above-mentioned deficiency of the prior art, this utility model provides a kind of structure simple, improves efficiency of construction, reduces
Construction cost is it is ensured that the frame structure column beam joint template of construction quality.
Technical solution adopted in the utility model is：
A kind of frame structure column beam joint template,
Including horizontal beam column template and longitudinal beam column template；
Described horizontal beam column template is in concave shape；
Laterally beam column template is vertically provided with flitch；
Described longitudinal beam column template is in concave shape；
Longitudinal beam column template is vertically provided with flitch；
Outside the flitch of longitudinal beam column template and outside the flitch of horizontal beam column template, edge inside template concave shape opening
Horizontally arranged have right angle steel band；
Described steel square band is connected with flitch and horizontal beam column template by steel nail；
Described steel square band is connected with flitch and longitudinal beam column template by steel nail；
The recess width of longitudinal beam column template is identical with deck-siding, highly for beam bottom to Bars In Poured Concrete Slab bottom distance；
Laterally the recess width of beam column template is identical with deck-siding, highly for beam bottom to Bars In Poured Concrete Slab bottom distance.
Described right angle steel band is made up of two rectangle steel bands and right angle dop for Split type structure；Right angle dop both sides are provided with
Rectangular recess；Rectangle steel band embeds form right angle steel band in groove.
The distance of the concave shape bottom of described horizontal beam column template to the lower surface of template is 300-500 millimeter.
The distance of the concave shape bottom of described longitudinal beam column template to the lower surface of template is 300-500 millimeter.
The beneficial effect of this utility model hinge structure：
This utility model frame structure column beam joint template, solves that frame structure column beam joint is not upright, pitted skin asks
Topic, has accomplished construction one-shot forming, Cheng You, has improve effect, reached beam target；Improve efficiency of construction, reduction is constructed into
This is it is ensured that construction quality.
This utility model frame structure column beam joint template, structure is simple, easy installation and removal, and right angle steel band guarantees template
End is hanging, prevents cantilever position, improves the strength and stiffness of template it is ensured that construction quality；Right angle steel band is split
Structure, installing/dismounting, convenient transportation.
Brief description
Fig. 1 is the structural representation of this utility model frame structure column beam joint template；
Fig. 2 is the structural representation of the right angle steel band of this utility model frame structure column beam joint template；
Critical piece symbol description in accompanying drawing：
In figure：
1st, horizontal beam column template 2, longitudinal beam column template
3rd, flitch 4, right angle steel band
5th, Vierendeel girder
41st, rectangle steel band 42, right angle dop
43rd, rectangular recess.
Specific embodiment
Referring to the drawings and embodiment is described in detail to this utility model：
Accompanying drawing 1-2 understands, a kind of frame structure column beam joint template,
Including horizontal beam column template 1 and longitudinal beam column template 2；
Described horizontal beam column template 1 is in concave shape；
Laterally beam column template is vertically provided with flitch 3；
Described longitudinal beam column template 2 is in concave shape；
Longitudinal beam column template 2 is vertically provided with flitch 3；
Outside the flitch of longitudinal beam column template 2 and outside the flitch of horizontal beam column template 2, inside template concave shape opening
Horizontally disposed have right angle steel band 4；
Described right angle steel band 4 is connected with flitch and horizontal beam column template 1 by steel nail；
Described right angle steel band 4 is passed through steel nail and is connected with flitch and longitudinal beam column template 2；
The recess width of longitudinal beam column template 2 is identical with deck-siding, highly for beam bottom to Bars In Poured Concrete Slab bottom distance；
Laterally the recess width of beam column template 1 is identical with deck-siding, highly for beam bottom to Bars In Poured Concrete Slab bottom distance.
Described right angle steel band is made up of two rectangle steel bands 41 and right angle dop 42 for Split type structure；Right angle dop 42 both sides
It is provided with rectangular recess 43；Rectangle steel band embeds form right angle steel band in groove.
The distance of the concave shape bottom of described horizontal beam column template to the lower surface of template is 300-500 millimeter.
The distance of the concave shape bottom of described longitudinal beam column template to the lower surface of template is 300-500 millimeter.
This utility model frame structure column beam joint template, solves that frame structure column beam joint is not upright, pitted skin asks
Topic, has accomplished construction one-shot forming, Cheng You, has improve effect, reached beam target；Improve efficiency of construction, reduction is constructed into
This is it is ensured that construction quality.
Using using post beam connection construction method, that is, the post template at post beam splice position and lower pillar template are at beam bottom
Disconnect at 300-500mm, the construction method that beam, column template make simultaneously, install simultaneously, reached target set in advance.
Not, joint concrete projects existing formwork reinforcement dynamics, using artificial 0.5, each artificial 150 yuan.
According to incomplete statistics, every layer of joint having 10% occurs concavo-convex phenomenon, so has 50 joints to calculate according to every layer, building
Thing is high 20 layers, so can save fund, 50 × 10% × 20 × 0.5 × 150=7500 unit.
Claims (4)
1. a kind of frame structure column beam joint template it is characterised in that：
Including horizontal beam column template and longitudinal beam column template；
Described horizontal beam column template is in concave shape；
Laterally beam column template is vertically provided with flitch；
Described longitudinal beam column template is in concave shape；
Longitudinal beam column template is vertically provided with flitch；
Outside the flitch of longitudinal beam column template and outside the flitch of horizontal beam column template, along level inside template concave shape opening
Direction is provided with right angle steel band；
Described steel square band is connected with flitch and horizontal beam column template by steel nail；
Described steel square band is connected with flitch and longitudinal beam column template by steel nail；
The recess width of longitudinal beam column template is identical with deck-siding, highly for beam bottom to Bars In Poured Concrete Slab bottom distance；
Laterally the recess width of beam column template is identical with deck-siding, highly for beam bottom to Bars In Poured Concrete Slab bottom distance.
2. according to claim 1 frame structure column beam joint template it is characterised in that：Described right angle steel band is Split type structure
It is made up of two rectangle steel bands and right angle dop；Right angle dop both sides are provided with rectangular recess；Rectangle steel band embeds structure in groove
Steel band at a right angle.
3. according to claim 1 frame structure column beam joint template it is characterised in that：The character cut in bas-relief of described horizontal beam column template
The distance of shape bottom to the lower surface of template is 300-500 millimeter.
4. according to claim 1 frame structure column beam joint template it is characterised in that：The character cut in bas-relief of described longitudinal beam column template
The distance of shape bottom to the lower surface of template is 300-500 millimeter.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621019014.9U CN205976479U (en) | 2016-08-31 | 2016-08-31 | Frame construction beam column connects template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621019014.9U CN205976479U (en) | 2016-08-31 | 2016-08-31 | Frame construction beam column connects template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205976479U true CN205976479U (en) | 2017-02-22 |
Family
ID=58039978
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621019014.9U Active CN205976479U (en) | 2016-08-31 | 2016-08-31 | Frame construction beam column connects template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205976479U (en) |
-
2016
- 2016-08-31 CN CN201621019014.9U patent/CN205976479U/en active Active
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| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |