CN208502236U - A kind of edge banding apparatus for concrete floor edge in steel construction - Google Patents
A kind of edge banding apparatus for concrete floor edge in steel construction Download PDFInfo
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- CN208502236U CN208502236U CN201820937670.XU CN201820937670U CN208502236U CN 208502236 U CN208502236 U CN 208502236U CN 201820937670 U CN201820937670 U CN 201820937670U CN 208502236 U CN208502236 U CN 208502236U
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- steel
- edge
- girder steel
- concrete floor
- sealing beam
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Abstract
The utility model discloses a kind of edge banding apparatus for concrete floor edge in steel construction.Including girder steel and steel column, girder steel is arranged horizontally between adjacent two steel columns, it also include edge sealing beam and supporting angle steel, the section of edge sealing beam is in the L-type being made of bottom edge and side, the one side edge on bottom edge and the top flange of girder steel are weldingly connected, side is vertically connected on bottom edge far from L-type is formed on the side of girder steel, so that the overhanging of edge sealing beam is fixed on girder steel；Supporting angle steel is supported by between the lower flange of the outlying side and girder steel from girder steel of edge sealing beam bottom；Concrete floor is equipped on girder steel, concrete floor extends outward girder steel, and concrete floor extends outward the part of girder steel by the bottom edge support of edge sealing beam and by edge sealing beam side enclosing.The utility model simple structure, standardization production, convenient and quick construction, one-pass molding, can be widely applied in the concrete floor edge sealing construction of steel building.
Description
Technical field
The utility model relates to the construction technology fields of steel building concrete floor, and in particular to one kind is used for steel knot
The edge banding apparatus at concrete floor edge in structure.
Background technique
Concrete floor is the main level primary structure member in building, and the concrete floor in conventional building construction needs
Scaffold is set up, template and assembling reinforcement are laid on scaffold, finally casting concrete forms floor in template.Concrete
After intensity reaches requirement, removes scaffold and template, the construction of concrete floor just complete.
In steel building, since steel construction has the characteristics that quick assemblingization construction, traditional sets up scaffold, formwork
Plate, casting concrete remove the mode of scaffold template again, cannot play the advantage of Construction of Steel Structure speed.Profiled sheet, steel
The composite floors such as muscle truss floor support plate are applied in succession in the slab form of steel construction.But the closure at floor edge, always
By the way of manual template, construction connection is complicated, constructs cumbersome, time-consuming.
Utility model content
In order to solve the problems in background technique, the utility model provides a kind of for concrete building edges of boards in steel construction
The edge banding apparatus of edge, the device simple structure, easy to operate, site operation is quick, can one-pass molding, can be widely applied to steel knot
Building is built in the construction technology of concrete floor.
The technical solution adopted in the utility model is:
Edge banding apparatus described in the utility model includes girder steel and steel column, girder steel be arranged horizontally in adjacent two steel columns it
Between, it is characterised in that: including edge sealing beam and supporting angle steel；The section of the edge sealing beam is in the L-type being made of bottom edge and side, bottom
The one side edge on side and the top flange of girder steel are weldingly connected, and side is vertically connected on bottom edge far from forming L-type on the side of girder steel,
So that the overhanging of edge sealing beam is fixed on girder steel；It is supported between the lower flange of the outlying side and girder steel from girder steel of edge sealing beam bottom
There is supporting angle steel, when the overhanging of edge sealing beam is excessive, for supporting edge sealing beam；Concrete floor, concrete building are equipped on girder steel
Plate extends outward girder steel, and concrete floor extends outward the part of girder steel by the bottom edge support of edge sealing beam and by edge sealing beam side
Side enclosing.
The edge sealing beam is formed using galvanized steel plain sheet clod wash.
The junction of the girder steel and steel column, the end of edge sealing beam are welded with closure steel plate.
The end face for blocking steel plate and being parallel to girder steel and steel column handover.
The girder steel uses H profile steel beam.
The lower flange for being fixed on the outlying side and girder steel from girder steel of edge sealing beam bottom is respectively welded in the supporting angle steel both ends.
The beneficial effects of the utility model are:
1, simple structure.Using the convenient steel edge sealing beam with steel structure connection, the mode that edge sealing beam is welded with girder steel is reduced
The quantity of components, and without scaffold and other supporting members.
2, standardization production.Edge sealing beam is formed using galvanized steel plain sheet clod wash, the length overhang according to concrete floor in drawing
Degree can divide several grades of standardization production, assemble in siteization construction.
3, easy construction, one-pass molding.Eliminate scaffold, template etc. sets up and removes process, and concreting is complete
Bi Hou, edge sealing beam are retained in below concrete floor, without removing, bring convenience to construction.
Detailed description of the invention
Fig. 1 is the sectional view that the non-casting concrete of edge sealing beam is welded on girder steel；
Fig. 2 is the sectional view for welding edge sealing beam on girder steel and having poured concrete；
Fig. 3 is that edge sealing beam overhangs the excessive sectional view that non-casting concrete is connect with supporting angle steel；
Fig. 4 is that edge sealing beam overhangs the excessive sectional view for connecting with supporting angle steel and having poured concrete；
Edge sealing beam and steel column junction block the steel plate setting location drawing before Fig. 5 is non-casting concrete floor；
Fig. 6 is to have poured concrete floor edge sealing beam and the steel column junction closure steel plate setting location drawing.
In figure: 1, girder steel；2, edge sealing beam；3, concrete floor；4, supporting angle steel；5, steel plate is blocked；6, steel column.
Specific embodiment
With reference to the accompanying drawing and specific embodiment is described in further detail the utility model.
As shown in Figure 1, the section of the edge sealing beam 2 in specific implementation is in the L-type being made of bottom edge and side, the side on bottom edge
The top flange at edge and girder steel 1 is weldingly connected, and side is vertically connected on side of the bottom edge far from girder steel 1 and forms L-type, to make
The overhanging of edge sealing beam 2 is obtained to be fixed on girder steel 1.
As shown in Fig. 2, being equipped with concrete floor 3 on girder steel 1, concrete floor 3 extends outward girder steel 1, concrete
Floor 3 extends outward the part of girder steel 1 by the bottom edge support of edge sealing beam 2 and by 2 side enclosing of edge sealing beam.
As shown in Figures 3 and 4, bearing is supported by between side of 2 bottom edge of edge sealing beam far from girder steel 1 and the lower flange of girder steel 1
Angle steel 4, when edge sealing beam 2 overhangs excessive, for supporting edge sealing beam 2；4 both ends of supporting angle steel, which are respectively welded, is fixed on edge sealing beam 2
The lower flange of side and girder steel 1 of the bottom edge far from girder steel 1.
As it can be seen in figures 5 and 6, girder steel is arranged horizontally between adjacent two steel columns, and the junction of girder steel 1 and steel column 6, edge sealing
The end of beam 2, which is welded with, blocks steel plate 5；It blocks steel plate 5 and is parallel to the end face that girder steel 1 and steel column 6 join.
Embodiment 1:
Girder steel is built between adjacent two steel columns 1, then welds L-type edge sealing beam 2, edge sealing beam 2 in the top flange of girder steel 1
It is formed using galvanized steel plain sheet clod wash.After the completion of device is built, start casting concrete, the concrete floor for pouring completion is located at steel
1 top of beam, edge sealing beam 2 is retained in below concrete floor after pouring, without removing.
Preferably, steel plate 5 can be blocked in the end welding one of the junction of girder steel 1 and steel column 6, edge sealing beam 2.
Embodiment 2:
Girder steel is built between adjacent two steel columns 1, then welds L-type edge sealing beam 2, edge sealing beam 2 in the top flange of girder steel 1
It is formed using galvanized steel plain sheet clod wash, when edge sealing beam 2 overhangs excessive, between 2 bottom edge side of edge sealing beam and the lower flange of girder steel 1
Weld a supporting angle steel 4.After the completion of device is built, start casting concrete, the concrete floor for pouring completion is located on girder steel
Side, edge sealing beam is retained in below concrete floor after pouring, without removing.
Preferably, steel plate 5 can be blocked in the end welding one of the junction of girder steel 1 and steel column 6, edge sealing beam 2.
Content described in the utility model embodiment is only an enumeration of the implementation forms of the utility model concept, this is practical
Novel protection scope should not be construed as being limited to the specific forms stated in the embodiments, the protection scope of the utility model
And in those skilled in the art according to the utility model design it is conceivable that equivalent technologies mean.
Claims (6)
1. a kind of edge banding apparatus for concrete floor edge in steel construction, including girder steel (1) and steel column (6), girder steel (1) water
Flushconnection is between adjacent two steel columns (6), it is characterised in that: including edge sealing beam (2) and supporting angle steel (4)；The edge sealing beam
(2) section is in the L-type being made of bottom edge and side, and the one side edge on bottom edge and the top flange of girder steel (1) are weldingly connected, side
It is vertically connected on side of the bottom edge far from girder steel (1) and forms L-type, so that girder steel (1) is fixed in edge sealing beam (2) overhanging
On；Supporting angle steel (4) are supported by between side of edge sealing beam (2) bottom edge far from girder steel (1) and the lower flange of girder steel (1)；Girder steel
(1) it is equipped on concrete floor (3), concrete floor (3) extends outward girder steel (1), and concrete floor (3) extends outwardly
The part of girder steel (1) is by the bottom edge support of edge sealing beam (2) and by edge sealing beam (2) side enclosing out.
2. the edge banding apparatus according to claim 1 for concrete floor edge in steel construction, it is characterised in that: described
Edge sealing beam (2) is formed using galvanized steel plain sheet clod wash.
3. the edge banding apparatus according to claim 1 for concrete floor edge in steel construction, it is characterised in that: described
The junction of girder steel (1) and steel column (6), the end of edge sealing beam (2), which is welded with, blocks steel plate (5).
4. the edge banding apparatus according to claim 3 for concrete floor edge in steel construction, it is characterised in that: described
Block the end face that steel plate (5) are parallel to girder steel (1) and steel column (6) handover.
5. the edge banding apparatus according to claim 1 for concrete floor edge in steel construction, it is characterised in that: described
Girder steel (1) uses H profile steel beam.
6. the edge banding apparatus according to claim 1 for concrete floor edge in steel construction, it is characterised in that: described
The lower flange of the side being fixed on edge sealing beam (2) bottom edge far from girder steel (1) and girder steel (1) is respectively welded in supporting angle steel (4) both ends.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820937670.XU CN208502236U (en) | 2018-06-15 | 2018-06-15 | A kind of edge banding apparatus for concrete floor edge in steel construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820937670.XU CN208502236U (en) | 2018-06-15 | 2018-06-15 | A kind of edge banding apparatus for concrete floor edge in steel construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208502236U true CN208502236U (en) | 2019-02-15 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820937670.XU Active CN208502236U (en) | 2018-06-15 | 2018-06-15 | A kind of edge banding apparatus for concrete floor edge in steel construction |
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| CN (1) | CN208502236U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113136997A (en) * | 2021-03-11 | 2021-07-20 | 中建一局集团建设发展有限公司 | Supporting device and supporting method for zigzag floor structure |
| CN113668850A (en) * | 2021-07-28 | 2021-11-19 | 中国建筑一局(集团)有限公司 | Steel beam holding supporting system of formwork support frame and construction method thereof |
-
2018
- 2018-06-15 CN CN201820937670.XU patent/CN208502236U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113136997A (en) * | 2021-03-11 | 2021-07-20 | 中建一局集团建设发展有限公司 | Supporting device and supporting method for zigzag floor structure |
| CN113668850A (en) * | 2021-07-28 | 2021-11-19 | 中国建筑一局(集团)有限公司 | Steel beam holding supporting system of formwork support frame and construction method thereof |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 314500 No. 307, gaoxinxi 1st Road, Tongxiang Development Zone, Tongxiang City, Jiaxing City, Zhejiang Province Patentee after: Temuxinke (Zhejiang) Metal Structure Co.,Ltd. Address before: 314515 Zhejiang Jiaxing Tongxiang Gaoqiao Town Xiang Zhuang village Cao Jia Bang (formerly riding Tang brick and tile factory) Patentee before: TONGXIANG ZHONGZHUO METAL COMPONENTS Co.,Ltd. |