CN204781932U - Superelevation zhongting concrete beam shaped steel formwork support platform - Google Patents
Superelevation zhongting concrete beam shaped steel formwork support platform Download PDFInfo
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- CN204781932U CN204781932U CN201520519554.2U CN201520519554U CN204781932U CN 204781932 U CN204781932 U CN 204781932U CN 201520519554 U CN201520519554 U CN 201520519554U CN 204781932 U CN204781932 U CN 204781932U
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- China
- Prior art keywords
- steel
- channel
- section
- concrete beam
- zhongting
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- Expired - Fee Related
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 95
- 239000010959 steel Substances 0.000 title claims abstract description 95
- 238000009415 formwork Methods 0.000 title abstract description 3
- 238000003466 welding Methods 0.000 abstract description 3
- 238000007493 shaping process Methods 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 8
- 238000005516 engineering process Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 210000002837 heart atrium Anatomy 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
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Abstract
The utility model provides a superelevation zhongting concrete beam shaped steel formwork support platform belongs to building equipment field, and its structure mainly comprises 1 section 440 300 11 18 H shaped steel, channel -section steel, angle steel rail and springboard, the channel -section steel is provided with two sets of and horizontal setting in the both sides of H shaped steel web, two sets of channel -section steels respectively with the edge of a wing of web upper end under skin weld together, be provided with a set of angle steel respectively and be in the same place rather than the one end welding in the left and right sides of H shaped steel web lower extreme, the other end of angle steel is connected rather than the channel -section steel of homonymy respectively, and the channel -section steel of this junction top is connected with the angle steel rail with the perpendicular setting of channel -section steel respectively, and aforementioned springboard setting is above the channel -section steel of H shaped steel both sides. Effectively guarantee concrete beam's shaping quality, self stable in structure safety, ann tears the convenience open.
Description
Technical field
The utility model relates to construction equipment field, specifically a kind of superelevation Zhongting concrete beam steel form support platform.
Background technology
Modern commercial buildings and utilities building are because people are to visual effect and the Zhongting pursuit in space being often designed with to very large height, the structure of Zhongting often has the feature such as large span, large height, large space, often larger security-hidden trouble is brought to enterprise in charge of construction during construction, this type of structure construction needs to set up steel pipe scaffold platform usually, set up and projects amount very large, operational danger is high, and such platform because of tie point more, steadiness is poor, often additionally increases a large amount of support body because support body depth-width ratio does not meet code requirement.
Summary of the invention
The purpose of this utility model overcomes the deficiencies in the prior art, provides a kind of good to superelevation Atrium Structure construction quality, securely, and the Novel operating platform of convenient construction.
Technical solution adopted in the utility model is:
A kind of superelevation Zhongting concrete beam steel form support platform, it is characterized in that, form primarily of the H profile steel of 1 section 440 × 300 × 11 × 18, channel-section steel, angle steel fence and springboard, described channel-section steel is provided with two groups and is horizontally installed on the both sides of H profile steel web, and two groups of channel-section steels weld together with the edge of a wing soffit of web upper end respectively; Be respectively arranged with one group of angle steel in the left and right sides of H profile steel web lower end and weld together with its one end; The other end of angle steel is connected with the channel-section steel of its homonymy respectively, and be connected to the vertically disposed angle steel fence with channel-section steel above the channel-section steel of this junction, aforementioned springboard is arranged on above the channel-section steel of H profile steel both sides.
Described superelevation Zhongting concrete beam steel form support platform, angle steel is symmetrical arranged about H profile steel, makes angle steel and channel-section steel form a triangular structure.
Described superelevation Zhongting concrete beam steel form support platform, the other end of angle steel welds together with the far-end of the channel-section steel of its homonymy respectively, and angle steel fence is arranged on above the junction of angle steel and channel-section steel.
Described superelevation Zhongting concrete beam steel form support platform, the thickness of springboard described in it is identical with the thickness on the H profile steel edge of a wing.
The beneficial effects of the utility model:
A kind of superelevation Zhongting concrete beam steel form support platform of the present utility model compared to the prior art, that effectively can reduce steel pipe support support body sets up workload, avoid the danger of high frame formwork, the Forming Quality of effective guarantee concrete beam, self structure stability and safety, peace is torn open conveniently, effectively save simultaneously work, time, and the utility model have reasonable in design, structure simple, be easy to the features such as processing, thus, there is good use value.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described in detail below.
As shown in Figure 1, a kind of its structure of superelevation Zhongting concrete beam steel form support platform of the present utility model is made up of the H profile steel 1,5# channel-section steel 2,36 × 36 × 3 angle steel 3 etc. of 1 section 440 × 300 × 11 × 18, H profile steel 1,5# channel-section steel 2,36 × 36 × 3 angle steel 3 Combination Welding of 440 × 300 × 11 × 18 are a unit, be fixed in the structure at every bar concrete beam two ends, above H profile steel 1 both sides channel-section steel 2, lay springboard 4 form manual operation platform, welding angle steel enclosing hurdle 5, channel-section steel 2 edge.
During construction, arranged slope height according to constructure scheme at girder steel end face, realize by laying bed course template at concrete beam end face, the position near two end supports point can directly at H profile steel 1 surface coating plastics.Reinforcing bar binding, side template envelope form removal operation and concrete pouring construction is carried out by the operating platform of H profile steel 1 both sides.Reach after design strength until concrete beam and remove H profile steel 1, be transported to ground by electric block.
Except the technical characteristic described in manual, be the known technology of those skilled in the art.
Claims (4)
1. a superelevation Zhongting concrete beam steel form support platform, it is characterized in that, form primarily of the H profile steel of 1 section 440 × 300 × 11 × 18, channel-section steel, angle steel fence and springboard, described channel-section steel is provided with two groups and is horizontally installed on the both sides of H profile steel web, and two groups of channel-section steels weld together with the edge of a wing soffit of web upper end respectively; Be respectively arranged with one group of angle steel in the left and right sides of H profile steel web lower end and weld together with its one end; The other end of angle steel is connected with the channel-section steel of its homonymy respectively, and be connected to the vertically disposed angle steel fence with channel-section steel above the channel-section steel of this junction, aforementioned springboard is arranged on above the channel-section steel of H profile steel both sides.
2. superelevation Zhongting concrete beam steel form support platform according to claim 1, it is characterized in that, angle steel is symmetrical arranged about H profile steel, makes angle steel and channel-section steel form a triangular structure.
3. superelevation Zhongting concrete beam steel form support platform according to claim 1, it is characterized in that, the other end of angle steel welds together with the far-end of the channel-section steel of its homonymy respectively, and angle steel fence is arranged on above the junction of angle steel and channel-section steel.
4. superelevation Zhongting concrete beam steel form support platform according to claim 1, it is characterized in that, the thickness of described springboard is identical with the thickness on the H profile steel edge of a wing.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520519554.2U CN204781932U (en) | 2015-07-17 | 2015-07-17 | Superelevation zhongting concrete beam shaped steel formwork support platform |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520519554.2U CN204781932U (en) | 2015-07-17 | 2015-07-17 | Superelevation zhongting concrete beam shaped steel formwork support platform |
Publications (1)
Publication Number | Publication Date |
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CN204781932U true CN204781932U (en) | 2015-11-18 |
Family
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201520519554.2U Expired - Fee Related CN204781932U (en) | 2015-07-17 | 2015-07-17 | Superelevation zhongting concrete beam shaped steel formwork support platform |
Country Status (1)
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CN (1) | CN204781932U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112049463A (en) * | 2020-08-19 | 2020-12-08 | 中建八局第二建设有限公司 | Atrium beam support construction method and atrium beam support construction system |
-
2015
- 2015-07-17 CN CN201520519554.2U patent/CN204781932U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112049463A (en) * | 2020-08-19 | 2020-12-08 | 中建八局第二建设有限公司 | Atrium beam support construction method and atrium beam support construction system |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151118 |