CN208734075U - A kind of steel structure concrete platform template installs structure - Google Patents
A kind of steel structure concrete platform template installs structure Download PDFInfo
- Publication number
- CN208734075U CN208734075U CN201821177527.1U CN201821177527U CN208734075U CN 208734075 U CN208734075 U CN 208734075U CN 201821177527 U CN201821177527 U CN 201821177527U CN 208734075 U CN208734075 U CN 208734075U
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- steel
- template
- hanging ring
- flitch
- steel pipe
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Abstract
A kind of steel structure concrete platform template installs structure, belongs to construction engineering technical field.Including hanging ring (1), steel pipe (2), flitch (3), template (4)；The edge of a wing plate surface two-sided welding of hanging ring (1) and girder steel, steel pipe (2) is laid on hanging ring (1) stupefied as master, flitch (3) is laid on steel pipe (2) as time stupefied, and template (4) is placed on flitch (3) with steel nail fixation.Advantage is: structure fabrication is simple, and installation is convenient, can have enough to meet the need, reuse, and reduces common platform shuttering supporting occupied ground, it is convenient with each professional crossed construction, accelerate construction progress, reduction construction cost.
Description
Technical field
The utility model belongs to construction engineering technical field, in particular, provides a kind of steel structure concrete platform template branch
If structure.
Background technique
Steel structure concrete platform template installs structure and generally uses fastener type all round victory scaffold in building engineering construction
The molding of flitch formwork reinforcement, this method is uneven for construction site, steel structure concrete platform lower has fragmentary steel knot
Structure and the construction environment constructional difficulties of equipment installation cross-operation, therefore under the premise of guaranteeing the engineering entirety duration, quality, safety
Structure platform formwork erection uses and hangs equipment, method.
Summary of the invention
The purpose of this utility model is to provide a kind of steel structure concrete platform template structures, solve steel construction coagulation
Native platform template is installed because construction site is uneven, there are also fragmentary steel constructions and equipment to install for steel structure concrete platform lower
The constructional difficulties problem such as cross-operation.It improves efficiency, reduces the construction time, reduce construction cost, guarantee concrete structure member
Forming Quality.
The utility model includes hanging ring 1, steel pipe 2, flitch 3, template 4.Hanging ring 1 and steel beam flange plate surface two-sided welding,
Steel pipe 2 is laid on hanging ring 1 stupefied as master, and flitch 3 is laid on steel pipe 2 as time stupefied, and template 4 is placed on flitch 3 and uses steel
Fixation is followed closely, the edge joint position between template 4 is obturaged with adhesive tape.Hanging ring 1 is several fonts.
The making step of the utility model is as follows:
1,1 processing and fabricating of "Ji" type hanging ring is determined according to the size of live material steel pipe 2, flitch 3 and template 4 first
Size, hanging ring and steel beam flange plate surface two-sided welding, fusion length 80mm, Size of welds hf=0.6dmm, weld bead height hf
=0.6dmm；
2, hanging ring 1 be installed and acceptance(check) after be laid with that steel pipe 2 is stupefied as master, and main stupefied construction is completed and examination on it
Flitch 3 is laid with after qualification as time stupefied, it is secondary it is stupefied be installed and acceptance(check) after be laid with template 4, and with level measurement template 4
Absolute altitude is corrected；4 flatness of template is checked with horizontal detection ruler simultaneously, consolidates template 4 and 3 stickfast of flitch after passed examination,
Edge joint position is obturaged with adhesive tape, prevents spillage.Template 4 will be cleared up sufficiently before laying is set, brush release agent, it is ensured that structure platform
Surface Quality of Concrete；
3, reinforcement construction finishes, and by inspecting for acceptance；
4, pump concrete of inspecting for acceptance pours；
5, completion is poured, concrete strength, which reaches layout design and code requirement, to be removed, must be flat when form removal
Simple scaffold is arranged in platform lower part, and should have a Φ 48*3.5 steel pipe of enough strength and stiffness, upright bar spacing 1.5m, between cross bar
Away from 1.8m, operating surface should be advisable away from bottom plate 2m, and operating position completely spreads scaffold board.When form removal, concrete platform and ±
Necessary special messenger's nurse on the ground 0.000m, form removal region surrounding is posted a cordon and striking caution board, and non-operator must not enter
It is interior, when form removal not handy sledgehammer, crowbar pound violent sled firmly, in order to avoid influence the presentation quality of concrete.
The present invention has the advantages that structure fabrication is simple, installation is convenient, can have enough to meet the need, reuse, improve efficiency,
It accelerates construction progress, reduces construction cost.
Detailed description of the invention
Fig. 1 is steel structure concrete platform template support construction transverse direction schematic diagram.
Fig. 2 is steel structure concrete platform template support construction longitudinal direction schematic diagram.
Fig. 3 is hanging ring scheme of installation.
Fig. 4 is hanging ring shop detail drawing.
In figure, hanging ring 1, steel pipe 2, flitch 3, template 4.
Specific embodiment
1,1 processing and fabricating of "Ji" type hanging ring is determined according to the size of live material steel pipe 2, flitch 3 and template 4 first
Size, hanging ring and steel beam flange plate surface two-sided welding, fusion length 80mm, Size of welds hf=0.6dmm, weld bead height hf
=0.6dmm；
2, hanging ring 1 be installed and acceptance(check) after be laid with that steel pipe 2 is stupefied as master, and main stupefied construction is completed and examination on it
Flitch 3 is laid with after qualification as time stupefied, it is secondary it is stupefied be installed and acceptance(check) after be laid with template 4, and with level measurement template 4
Absolute altitude is corrected；4 flatness of template is checked with horizontal detection ruler simultaneously, consolidates template 4 and 3 stickfast of flitch after passed examination,
Edge joint position is obturaged with adhesive tape, prevents spillage.Template 4 will be cleared up sufficiently before laying is set, brush release agent, it is ensured that structure platform
Surface Quality of Concrete；
3, reinforcement construction finishes, and by inspecting for acceptance；
4, pump concrete of inspecting for acceptance pours；
5, completion is poured, concrete strength, which reaches layout design and code requirement, to be removed, must be flat when form removal
Simple scaffold is arranged in platform lower part, and should have a Φ 48*3.5 steel pipe of enough strength and stiffness, upright bar spacing 1.5m, between cross bar
Away from 1.8m, operating surface should be advisable away from bottom plate 2m, and operating position completely spreads scaffold board.When form removal, concrete platform and ±
Necessary special messenger's nurse on the ground 0.000m, form removal region surrounding is posted a cordon and striking caution board, and non-operator must not enter
It is interior, when form removal not handy sledgehammer, crowbar pound violent sled firmly, in order to avoid influence the presentation quality of concrete.
Claims (4)
1. a kind of steel structure concrete platform template installs structure, it is characterised in that: including hanging ring (1), steel pipe (2), flitch
(3), template (4)；The edge of a wing plate surface two-sided welding of hanging ring (1) and girder steel, steel pipe (2), which is laid on hanging ring (1), is used as master stupefied,
Flitch (3) is laid on steel pipe (2) as time stupefied, and template (4) is placed on flitch (3) with steel nail fixation.
2. steel structure concrete platform template according to claim 1 installs structure, it is characterised in that: hanging ring (1) is several
Font.
3. steel structure concrete platform template according to claim 1 installs structure, it is characterised in that: between template (4)
Edge joint position obturaged with adhesive tape.
4. steel structure concrete platform template according to claim 1 installs structure, it is characterised in that: hanging ring (1) and steel
The fusion length 80mm, Size of welds hf=0.6dmm, weld bead height hf=0.6dmm of the edge of a wing plate surface two-sided welding of beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821177527.1U CN208734075U (en) | 2018-07-24 | 2018-07-24 | A kind of steel structure concrete platform template installs structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821177527.1U CN208734075U (en) | 2018-07-24 | 2018-07-24 | A kind of steel structure concrete platform template installs structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208734075U true CN208734075U (en) | 2019-04-12 |
Family
ID=66028311
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821177527.1U Active CN208734075U (en) | 2018-07-24 | 2018-07-24 | A kind of steel structure concrete platform template installs structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208734075U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110777665A (en) * | 2019-11-08 | 2020-02-11 | 广州市第三市政工程有限公司 | Construction method of cast-in-situ box girder skylight supporting template |
| CN117627342A (en) * | 2024-01-26 | 2024-03-01 | 山西一建集团有限公司 | Chimney lining construction mold turning inner formwork construction platform and construction method |
-
2018
- 2018-07-24 CN CN201821177527.1U patent/CN208734075U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110777665A (en) * | 2019-11-08 | 2020-02-11 | 广州市第三市政工程有限公司 | Construction method of cast-in-situ box girder skylight supporting template |
| CN117627342A (en) * | 2024-01-26 | 2024-03-01 | 山西一建集团有限公司 | Chimney lining construction mold turning inner formwork construction platform and construction method |
| CN117627342B (en) * | 2024-01-26 | 2024-04-19 | 山西一建集团有限公司 | Chimney lining construction mold turning inner formwork construction platform and construction method |
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