CN206438609U - The bean column node slip casting mould and slurry injection structure of building of steel frame construction - Google Patents
The bean column node slip casting mould and slurry injection structure of building of steel frame construction Download PDFInfo
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- CN206438609U CN206438609U CN201720064578.2U CN201720064578U CN206438609U CN 206438609 U CN206438609 U CN 206438609U CN 201720064578 U CN201720064578 U CN 201720064578U CN 206438609 U CN206438609 U CN 206438609U
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Abstract
The utility model discloses the bean column node slip casting mould and slurry injection structure of a kind of building of steel frame construction, belong to bean column node construction field.The bean column node slip casting mould of the building of steel frame construction includes the rectangle slip casting template being oppositely arranged, slip casting template is used to be placed on the bean column node both sides of building of steel frame construction to form closing space with beam/post, the bottom of slip casting template is provided with grouting port, the top of slip casting template is provided with gas outlet, and grouting port and gas outlet are located between two edges of a wing of the beam column of building of steel frame construction；The upper and lower part of slip casting template is provided with anchor hole, slip casting template by through anchor hole to wearing bolt connection；Ribbed stiffener is provided with the outside of slip casting template.Compared with prior art, the utility model site operation is convenient, can recycle.
Description
Technical field
The utility model is related to bean column node construction field, particularly relates to a kind of bean column node slip casting mould of building of steel frame construction
Tool and slurry injection structure.
Background technology
At present, building of steel frame construction is by the production of its environmental protection, building course, higher industrialization degree, good
The features such as antidetonation, durability, the theory demand for meeting sustainable development of high degree has obtained the letter of more and more people
Rely.Fire prevention has important reference as one of important performance indexes of industrialized house to the performance for weighing building of steel frame construction
Value.
In the technical field of existing assembled steel frame house, for the fire resistance of reinforcement structure, designer
Would generally select to pour the dented space between the edge of a wing of H profile steel beam/steel column and web normal concrete (foamed concrete or
Polyphenyl particle heat-insulating mortar etc.), coordinate and smear the fire resistance that fireproof coating improves building entirety.But, assembled support
Girder steel, the steel column of building of steel frame construction are articulated and connected by gusset plate using bolt, it is necessary to which the installation process for scene is pre-
Reserve corresponding working space, elongated can not be poured which limits packing materials such as the concrete in girder steel/steel column, it is necessary to
To carrying out grouting operation at bean column node after the completion of in-site installation.Therefore, it is necessary at for the bean column node of building of steel frame construction
Grouting operation provides a kind of easy construction, and the instrument that can be recycled.
Utility model content
The utility model for the grouting operation at the bean column node of building of steel frame construction provide a kind of site operation it is convenient, can be with
The bean column node slip casting mould and slurry injection structure of the building of steel frame construction of recycling.
In order to solve the above technical problems, the utility model offer technical scheme is as follows：
On the one hand, a kind of bean column node slip casting mould of building of steel frame construction of the utility model offer, including be oppositely arranged
Rectangle slip casting template, the slip casting template is used to be placed on the bean column node both sides of building of steel frame construction to close with beam/post formation
Space, the bottom of the slip casting template is provided with grouting port, and the top of the slip casting template is provided with gas outlet, the grouting port
And gas outlet is located between two edges of a wing of the beam column of the building of steel frame construction；The upper and lower part of the slip casting template is respectively provided with
Have an anchor hole, the slip casting template by through the anchor hole to wearing bolt connection；The outside of the slip casting template is set
There is ribbed stiffener.
Further, the anchor hole is four pairs, and is respectively symmetrically arranged at the upper and lower part of the slip casting template.
Further, the ribbed stiffener is at least twice, and being set along the longitudinal direction of the slip casting template.
Further, the material of the slip casting template is steel.
On the other hand, the utility model also provides a kind of bean column node slurry injection structure of building of steel frame construction, including above-mentioned
The bean column node slip casting mould of building of steel frame construction.
Further, the edge of a wing of the beam column of the building of steel frame construction and web are formed with dented space, the dented space
In in advance the dented space that has poured at concrete, the bean column node of the building of steel frame construction be reserved with working space, the work
Make space and form the closing space with the slip casting template.
The utility model has the advantages that：
The bean column node slip casting mould and slurry injection structure of building of steel frame construction of the present utility model, including the rectangle being oppositely arranged
Slip casting template, the upper and lower part of slip casting template is provided with anchor hole, slip casting template by through anchor hole to wearing bolt
Connection, in use, the rectangle slip casting template being oppositely arranged to be separately fixed to beam/post section of building of steel frame construction by tightening bolt
Point both sides with beam/post formation closing space, be easy to construction, the bottom of slip casting template is provided with grouting port, slip casting template it is upper
Portion is provided with gas outlet, and grouting port and gas outlet are located between two edges of a wing of the beam column of building of steel frame construction, during work, first exist
The side of beam/column web when having mortar spilling at the gas outlet on top, shows inner space by the grouting port slip casting of bottom
Slip casting is completed, and is then repeated slip casting work in the opposite side of beam/column web again, it is ensured that the compactness of slip casting, is improved
Ribbed stiffener is provided with the outside of grouting quality, slip casting template, the rigidity of slip casting template during slip casting is ensure that, realizes slip casting
Template can be recycled.
Brief description of the drawings
Fig. 1 is the structural representation of the bean column node slip casting mould of building of steel frame construction of the present utility model；
Fig. 2 is the structural representation of the rectangle slip casting template of the bean column node slip casting mould of building of steel frame construction of the present utility model
Figure；
Fig. 3 is the structural representation of the bean column node slurry injection structure of building of steel frame construction of the present utility model.
Embodiment
To make the technical problems to be solved in the utility model, technical scheme and advantage clearer, below in conjunction with accompanying drawing
And specific embodiment is described in detail.
On the one hand, the utility model provides a kind of bean column node slip casting mould of building of steel frame construction, as Figure 1-3, bag
Include the rectangle slip casting template 1 being oppositely arranged, slip casting template 1 be used to being placed on the bean column node both sides of building of steel frame construction with beam/
Post formation closing space, the bottom of slip casting template 1 is provided with grouting port 2, and the top of slip casting template 1 is provided with gas outlet 3, slip casting
Mouth 2 and gas outlet 3 are located between two edges of a wing 4 of the beam column of building of steel frame construction；The upper and lower part of slip casting template 1 is provided with
Anchor hole 5, slip casting template 1 through anchor hole 5 to wearing bolt 6 by connecting；The outside of slip casting template 1 is provided with ribbed stiffener 7.
The bean column node slip casting mould of building of steel frame construction of the present utility model, including the rectangle slip casting template being oppositely arranged,
The upper and lower part of slip casting template is provided with anchor hole, and slip casting template through anchor hole by, to wearing bolt connection, using
When, by tighten bolt by the rectangle slip casting template being oppositely arranged be separately fixed at beam/Column border node both sides of building of steel frame construction with
With beam/post formation closing space, it is easy to construction, the bottom of slip casting template is provided with grouting port, and the top of slip casting template is provided with
Gas outlet, grouting port and gas outlet are located between two edges of a wing of the beam column of building of steel frame construction, during work, first in beam/column web
Side by the grouting port slip casting of bottom, when having mortar spilling at the gas outlet on top, show inner space slip casting completion,
Then repeat slip casting work in the opposite side of beam/column web again, it is ensured that the compactness of slip casting, improve grouting quality,
Ribbed stiffener is provided with the outside of slip casting template, the rigidity of slip casting template during slip casting is ensure that, that realizes slip casting template can
Recycle.
In the utility model, beam/post of building of steel frame construction is all using H types beam/post.
It is preferred that, anchor hole 5 is four pairs, and is respectively symmetrically arranged at the upper and lower part of slip casting template 1.It can so protect
Two pieces of slip casting templates are connected into one by card crab-bolt from the top of top flange and the bottom of lower flange of beam/post of building of steel frame construction
It is overall, connect stronger.
Further, ribbed stiffener 7 is at least twice, and being set along the longitudinal direction of slip casting template 1.It so ensure that note
The Out-of Plane Stiffness of slip casting template during slurry, realizes the repeatable utilization of template, the quantity of ribbed stiffener can be according to actual conditions
Calculate and determine specific numeral.
It is preferred that, the material of slip casting template 1 is steel.Using this material, lighter in weight, intensity is higher, is easily installed
Use.
On the other hand, the utility model also provides a kind of bean column node slurry injection structure of building of steel frame construction, as shown in figure 3,
Bean column node slip casting mould 1 including above-mentioned building of steel frame construction.Due to structure with it is upper identical, here is omitted.
In the utility model, the edge of a wing 4 of the beam column of building of steel frame construction and web 8 are formed with dented space, dented space
The dented space poured in advance at concrete 9, the bean column node of building of steel frame construction is reserved with working space 10, working space 10
With the formation closing space of slip casting template 1.The dented space at girder steel/steel column node between the edge of a wing and web is filled up with concrete,
Concrete has good insulation, heat-proof quality, has both improved the fire resistance of building of steel frame construction, and secondary decoration can be reduced again to be made
Material.
In order to prevent that spillage phenomenon occurs during slip casting, after the installation of slip casting template 1, slip casting template 1 not with beam/
The left and right sides spraying polyurethane foaming agent of the upper and lower edge of a wing contact of post smears water-swellable water-stop glue, increases density.
Described above is preferred embodiment of the present utility model, it is noted that for the ordinary skill of the art
For personnel, on the premise of principle described in the utility model is not departed from, some improvements and modifications can also be made, these improvement
Protection domain of the present utility model is also should be regarded as with retouching.
Claims (6)
1. the bean column node slip casting mould of a kind of building of steel frame construction, it is characterised in that including the rectangle slip casting template being oppositely arranged,
The slip casting template is used to be placed on the bean column node both sides of building of steel frame construction to form closing space, the slip casting with beam/post
The bottom of template is provided with grouting port, and the top of the slip casting template is provided with gas outlet, and the grouting port and gas outlet are located at
Between two edges of a wing of beam/post of the building of steel frame construction；The upper and lower part of the slip casting template is provided with anchor hole, institute
State slip casting template by through the anchor hole to wearing bolt connection；Ribbed stiffener is provided with the outside of the slip casting template.
2. the bean column node slip casting mould of building of steel frame construction according to claim 1, it is characterised in that the anchor hole is
Four pairs, and respectively symmetrically it is arranged at the upper and lower part of the slip casting template.
3. the bean column node slip casting mould of building of steel frame construction according to claim 2, it is characterised in that the ribbed stiffener is
At least twice, and being set along the longitudinal direction of the slip casting template.
4. the bean column node slip casting mould of building of steel frame construction according to claim 3, it is characterised in that the slip casting template
Material be steel.
5. the bean column node slurry injection structure of a kind of building of steel frame construction, it is characterised in that including any described steel of claim 1-4
The bean column node slip casting mould of frame house.
6. the bean column node slurry injection structure of building of steel frame construction according to claim 5, it is characterised in that the steel frame room
The edge of a wing of the beam column in room and web are formed with dented space, the dented space has poured concrete, the steel frame in advance
Dented space at the bean column node in house is reserved with working space, and the working space forms the envelope with the slip casting template
Close space.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720064578.2U CN206438609U (en) | 2017-01-18 | 2017-01-18 | The bean column node slip casting mould and slurry injection structure of building of steel frame construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720064578.2U CN206438609U (en) | 2017-01-18 | 2017-01-18 | The bean column node slip casting mould and slurry injection structure of building of steel frame construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206438609U true CN206438609U (en) | 2017-08-25 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
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| CN201720064578.2U Active CN206438609U (en) | 2017-01-18 | 2017-01-18 | The bean column node slip casting mould and slurry injection structure of building of steel frame construction |
Country Status (1)
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| CN (1) | CN206438609U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108179812A (en) * | 2018-03-06 | 2018-06-19 | 新昌县远轴工业设计有限公司 | A kind of reinforced bean column node in center and its making and construction method |
| CN114737478A (en) * | 2022-03-02 | 2022-07-12 | 中铁广州工程局集团有限公司 | Device for adhering glue to assembly joint of sectional beam and painting method |
-
2017
- 2017-01-18 CN CN201720064578.2U patent/CN206438609U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108179812A (en) * | 2018-03-06 | 2018-06-19 | 新昌县远轴工业设计有限公司 | A kind of reinforced bean column node in center and its making and construction method |
| CN114737478A (en) * | 2022-03-02 | 2022-07-12 | 中铁广州工程局集团有限公司 | Device for adhering glue to assembly joint of sectional beam and painting method |
| CN114737478B (en) * | 2022-03-02 | 2024-03-01 | 中铁广州工程局集团有限公司 | Segment beam assembly joint bonding glue device and brushing method |
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