CN109944427A - A kind of support frame for steel structural concrete platform and with its construction method - Google Patents
A kind of support frame for steel structural concrete platform and with its construction method Download PDFInfo
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- CN109944427A CN109944427A CN201910207731.6A CN201910207731A CN109944427A CN 109944427 A CN109944427 A CN 109944427A CN 201910207731 A CN201910207731 A CN 201910207731A CN 109944427 A CN109944427 A CN 109944427A
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 47
- 239000010959 steel Substances 0.000 title claims abstract description 47
- 238000010276 construction Methods 0.000 title claims abstract description 31
- 239000000463 material Substances 0.000 claims description 11
- 230000003014 reinforcing effect Effects 0.000 claims description 10
- 238000002360 preparation method Methods 0.000 claims description 5
- 238000004513 sizing Methods 0.000 claims 1
- 238000009434 installation Methods 0.000 description 8
- 239000011229 interlayer Substances 0.000 description 7
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 210000001015 abdomen Anatomy 0.000 description 1
- 230000000116 mitigating effect Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Abstract
The present invention provides a kind of support frames and its construction method for steel structural concrete platform.The support frame includes: a pair of first supporter, is respectively arranged on two adjacent landing beams, also, each first supporter is fastened between the top flange plate of landing beam and bottom wing listrium and is oppositely arranged between a pair of first supporter；First crossbar is horizontally set between a pair of first supporter, and two ends of first crossbar are connected with the first supporter of a pair respectively, and first crossbar is to support flitch and template；Second crossbar is disposed in parallel between a pair of first supporter with first crossbar, also, two ends of second crossbar are connected with the first supporter of a pair respectively, so that four enclose and set quadrilateral structure.The present invention utilizes adjacent two landing beams support two the first supporters of setting；By the first crossbar and second crossbar for being horizontally set with and being connected between two the first supporters, framework is in quadrilateral structure, to ensure the stability and intensity of the support frame.
Description
Technical field
The present invention relates to steel interlayer concrete platform technology fields, are used for steel structural concrete platform in particular to one kind
Support frame and its construction method.
Background technique
Currently, steel interlayer concrete platform construction sequence: scaffold support system sets up → template construction → reinforcing bar binding
The construction of → concrete.Conventional scaffold support system construction, general scaffold building are directly set up from ground to position of platform.Due to from
It is high to ground flat degree hardness requirement that scaffold is set up on ground, and directly sets up from ground to platform setting position and need a large amount of materials
Material, and need to spend a large amount of manpowers.
Summary of the invention
In consideration of it, the invention proposes a kind of support frames and its construction method for steel structural concrete platform, it is intended to solve
The existing steel interlayer concrete platform problem time-consuming and laborious by scaffold building.
On the one hand, the invention proposes a kind of support frame for steel structural concrete platform, which includes: a pair first
Supporter is respectively arranged on two adjacent landing beams, also, each first supporter is fastened on the landing beam
It is oppositely arranged between top flange plate and bottom wing listrium and between a pair of first supporter；First crossbar is horizontally set in a pair
Between first supporter, also, two ends of the first crossbar are connected with a pair of first supporter respectively,
The first crossbar is to support flitch and template；Second crossbar is disposed in parallel in a pair of described the with the first crossbar
Between one supporter, also, two ends of the second crossbar are connected with a pair of first supporter respectively, so that four
Person, which encloses, sets quadrilateral structure.
Further, the above-mentioned support frame for steel structural concrete platform, the support frame further include: at least one second support
Body is set side by side between a pair of first supporter and with first supporter, plays the role of reinforcing rib, to
The first crossbar is supported.
Further, the above-mentioned support frame for steel structural concrete platform, first supporter and/or second support
Body is rod-like structure.
Further, the above-mentioned support frame for steel structural concrete platform, the support frame further include: setting is horizontal described first
Connector between bar and the second crossbar, end are connected in the first crossbar and the second crossbar.
Further, the above-mentioned support frame for steel structural concrete platform, the second crossbar are arranged in the bottom wing listrium
On, to be supported by the bottom wing listrium to the second crossbar.
Further, the above-mentioned support frame for steel structural concrete platform, between the first crossbar and the top flange plate
Difference in height be adapted with the thickness of the flitch and the template.
Provided by the present invention for the support frame of steel structural concrete platform, adjacent the support of two landing beams setting two are utilized
First supporter, to be supported the framework of frame；Pass through the first crossbar for being horizontally set with and being connected between two the first supporters
And second crossbar, framework is in quadrilateral structure, to ensure the stability and intensity of the support frame, so that it is guaranteed that first crossbar pair
The stability that flitch and template are supported.With in the prior art by setting up scaffold compared with, the support frame structure is simple, easily
In building and not by ground site influence, construction is simple is easy to operate, craft science is reasonable, installation quality is safe and reliable, has section
About material and manpower accelerate the advantages of installation progress.
Especially, second crossbar is arranged on the bottom wing listrium, to horizontal to described second by the bottom wing listrium
Bar is supported, i.e., using the bottom wing listrium of landing beam as stress impetus, meets steel structural concrete interlayer Construction Support and want
It asks, further ensures that its stability.
On the other hand, the invention also provides a kind of construction method for steel structural concrete platform, the construction methods
Include the following steps: material preparation step, according to the top flange plate and bottom wing of spacing and the landing beam between adjacent platforms beam
Difference in height between listrium, makes at least one support frame, each support frame include a pair of first supporter, first crossbar,
Second crossbar and at least one second supporter；Fixating shape step, by it is each first supporter is separately positioned on it is adjacent described flat
On platform beam and each first support body supports are between the top flange plate and bottom wing listrium of each landing beam, and by first crossbar
It is horizontally set between a pair of first supporter, and two ends of the first crossbar are connected to a pair described first
On supporter, second crossbar is set side by side between a pair of first supporter with the first crossbar, and by described the
Two ends of two cross bars are connected on a pair of first supporter, so that four enclose and set quadrilateral structure.
Further, the above-mentioned construction method for steel structural concrete platform, after the fixating shape step further include:
Step is supported, between a pair of first supporter and with first supporter simultaneously by the setting of at least one second supporter
Column setting, to play the role of reinforcing rib.
Further, the above-mentioned construction method for steel structural concrete platform, after the support step further include:
Connection Step will be vertically connected with forming entirety between each support frame by connector.
Further, the above-mentioned construction method for steel structural concrete platform, in the fixating shape step, described second
Cross bar is placed on bottom wing listrium, to be supported by the bottom wing listrium to the second crossbar.
Provided by the present invention for the construction method of steel structural concrete platform, in fixating shape step step, utilization is adjacent
Two landing beams support setting two the first supporters, to be supported the framework of frame；By being horizontally set with and being connected to two
First crossbar and second crossbar between first supporter, framework is in quadrilateral structure, to ensure the stability of the support frame
And intensity, so that it is guaranteed that the stability that first crossbar is supported flitch and template.With in the prior art by setting up foot hand
Frame is compared, and the support frame structure is simple, is easy to build and not by ground site influence, and construction is simple is easy to operate, craft science closes
Reason, installation quality are safe and reliable, have the advantages that saving material and manpower accelerates installation progress.
Especially, second crossbar is arranged on the bottom wing listrium, to horizontal to described second by the bottom wing listrium
Bar is supported, i.e., using the bottom wing listrium of landing beam as stress impetus, meets steel structural concrete interlayer Construction Support and want
It asks, further ensures that its stability.
Detailed description of the invention
By reading the following detailed description of the preferred embodiment, various other advantages and benefits are common for this field
Technical staff will become clear.The drawings are only for the purpose of illustrating a preferred embodiment, and is not considered as to the present invention
Limitation.And throughout the drawings, the same reference numbers will be used to refer to the same parts.In the accompanying drawings:
Fig. 1 is the main view of the support frame provided in an embodiment of the present invention for steel structural concrete platform；
Fig. 2 is the direction view in Fig. 1 at A-A；
Fig. 3 is the flow chart of the construction method provided in an embodiment of the present invention for steel structural concrete platform support.
Specific embodiment
Exemplary embodiments of the present disclosure are described in more detail below with reference to accompanying drawings.Although showing the disclosure in attached drawing
Exemplary embodiment, it being understood, however, that may be realized in various forms the disclosure without should be by embodiments set forth here
It is limited.On the contrary, these embodiments are provided to facilitate a more thoroughly understanding of the present invention, and can be by the scope of the present disclosure
It is fully disclosed to those skilled in the art.It should be noted that in the absence of conflict, embodiment in the present invention and
Feature in embodiment can be combined with each other.The present invention will be described in detail below with reference to the accompanying drawings and embodiments.
Support frame embodiment:
Referring to Fig. 1 and Fig. 2, it illustrates the preferred knots of the support frame provided in an embodiment of the present invention for steel structural concrete platform
Structure.As shown, the support frame includes: a pair of first supporter 1, first crossbar 2, second crossbar 3, at least one second support
Body 4；Wherein,
A pair of first supporter 1 is respectively arranged on two adjacent landing beams 5, also, each first supporter 1 is fastened on platform
It is oppositely arranged between the top flange plate 51 and bottom wing listrium 52 of beam 5 and between a pair of first supporter 1.Specifically, each landing beam 5
It is that I-shaped structure, top flange plate 51 and bottom wing listrium 52 are connected to form I-shaped structure by web 53.Two
One supporter 1 is separately positioned on the opposite side of two adjacent landing beams 5, i.e. the flat of left side is arranged in first supporter 1
The right side of the web 53 of platform beam 5, the left side of the web 53 of the landing beam 5 on right side is arranged in another first supporter 1, so that two
A first supporter 1 is oppositely arranged, and then realizes the connection and support to first crossbar 2.The support of first supporter 1 is fastened on
Between flange plate 51 and bottom wing listrium 52, and the height between the height and top flange plate 51 and bottom wing listrium 52 of the first supporter 1
Degree difference is adapted, to avoid the inclination of the first supporter 1, it is ensured that the stability of the first supporter 1.To ensure the steady of the support frame
It is qualitative, it is preferable that two the first supporters 1 are correspondingly arranged at the relative position of landing beam 5, so that first crossbar 2 and the second cross
Length direction of the bar 3 perpendicular to landing beam 5, and then the support being set side by side on the length direction of landing beam 5 by several
The first crossbar 2 of frame supports flitch 6 and template 7, i.e. it is in cross arrangement that flitch 6 is arranged in first crossbar 2 between the two, with
Ensure the stability of flitch 6 and template 7.Preferably, the first supporter 1 can be rod-like structure, to realize to first crossbar 2
Support；It is further preferred that the first supporter 1 is tubular structure.
First crossbar 2 is horizontally set between a pair of first supporter 1, also, two ends of first crossbar 2 are (as shown in Figure 1
Left and right ends) respectively with a pair the first supporter 1 be connected, first crossbar 2 is to support flitch 6 and template 7.Specifically,
First crossbar 2 is horizontally set between two the first supporters 1, and the upper end of two the first supporters 1 left side with first crossbar 2 respectively
Right both ends are connected, and also can be able to be certainly other connection types, not appoint in the present embodiment to it by welding or binding connection
What is limited.Difference in height between first crossbar 2 and top flange plate 51 is adapted with the thickness of flitch 6 and template 7, can be according to wood
The thickness of side 6 and template 7 carries out the adjustment of first crossbar upper and lower position, so that the position of flitch 6 and template 7 is met the requirements.It is excellent
Selection of land, first crossbar 2 can be tubular structure, and inner hollow is to mitigate the labour in its handling process.
Second crossbar 3 and first crossbar 2 are disposed in parallel between a pair of first supporter 1, also, the two of second crossbar 3
A end (left and right ends as shown in Figure 1) is connected with the first supporter 1 of a pair respectively, so that two the first supporters 1, the
One cross bar 2, second crossbar 3 enclose and set quadrilateral structure.Specifically, lower section and first crossbar 2 of the second crossbar 3 in first crossbar 2
Concordantly it is set side by side.For the stability and intensity for improving the support frame, it is preferable that second crossbar 2 is arranged on bottom wing listrium 52,
To be supported by bottom wing listrium 52 to second crossbar 2, that is to say, that the bottom wing listrium 52 of second crossbar 2 and landing beam 5
Upper surface be adjacent to, also, the lower end of two the first supporters 1 is connected with the left and right ends of second crossbar 3 respectively, so that two
A first supporter 1, first crossbar 2, second crossbar 3 enclose and set quadrilateral structure, it is preferable that two the first supporters 1, first are horizontal
Bar 2, second crossbar 3 enclose and set rectangular configuration, to realize the support to first crossbar 1, it is ensured that the stability of first crossbar 1, from
And realize the support to flitch 6 and template 7.Preferably, second crossbar 3 can be tubular structure, and inner hollow is removed with mitigating it
Labour during fortune.
At least one second supporter 4 is set side by side between a pair of first supporter 1 and with the first supporter 1, plays
The effect of reinforcing rib, to be supported to first crossbar 1.Specifically, the second supporter 4 is between two the first supporters 1
And it is concordant with the first supporter 1 be set side by side, the upper and lower ends of the second supporter 4 respectively with 3 phase of first crossbar 2 and second crossbar
Connection, plays integral reinforcing, to avoid the fracture of first crossbar 2.Preferably, the second supporter 4 can be rod-like structure, so as to
Realize the support to first crossbar 2；It is further preferred that the second supporter 4 is tubular structure.
In the above-described embodiments, each support frame is set side by side along the length direction of landing beam 5, and the quantity of support frame can basis
Actual conditions determine, do not do any restriction to it in the present embodiment.Preferably, it is connected between each support frame by connector 8,
So as to carry out being vertically connected with to form entirety between each support frame, to form support system.Wherein, the length of connector 8 and landing beam 5
Direction setting is spent, to realize the connection between each support frame, it is preferable that the first crossbar 2 of each support frame and the second cross
Connection is realized by connector 8 between bar 3.Wherein, connector 8 can be tubular structure, to realize between support frame
Connection.
Each part length spacing can be actually adjusted according to scene in the present embodiment, not done in the present embodiment to it any
It limits.
It is below 650mm with landing beam HM588 X300 X 12X20(i.e. its fashioned iron height, wing plate width is 300mm, abdomen
Plate thickness is 12mm, and wing plate is with a thickness of 20mm), the present invention is implemented for the spacing 2570mm between two neighboring landing beam 5
The support frame for steel structural concrete platform that example provides is described in more detail.
As shown in Fig. 1 to 2, which includes two the first supporters 1, first crossbar 2, second crossbar 3, two second
Supporter 4, each part are steel pipe fitting.The 3.25 mm length 548mm of diameter 48mm thickness of first supporter 1, is propped up respectively
Support is between the top flange plate 51 and bottom wing listrium 52 of adjacent platforms beam HM588 X300 X 12X20, two the first supporters 1
Between spacing be 2400mm.First crossbar 2 and second crossbar 3 are the steel pipe of 3.25 mm length 2550mm of diameter 48mm thickness.
First supporter, 1 upper and lower ends are connect with first crossbar 2 and second crossbar 3 respectively, and first crossbar 2 is according to flitch 6 and template 7
Thickness adjust height up and down, second crossbar 3 and the bottom wing listrium 52 of landing beam 5 be adjacent to, so that two the first supporters 1, the
One cross bar 2 and second crossbar 3 enclose and set rectangular configuration.Second supporter, 4 upper and lower ends respectively with first crossbar 2 and second crossbar 3
Connection, main purpose play integral reinforcing, and one group of support frame production finishes, and each support frame is along the length direction of landing beam
It is built.
To sum up, the support frame provided in this embodiment for steel structural concrete platform is supported using two adjacent landing beams
Two the first supporters 1 are set, to be supported the framework of frame；By being horizontally set with and being connected between two the first supporters 1
First crossbar 2 and second crossbar 3, framework be in quadrilateral structure, to ensure the stability and intensity of the support frame, thus really
Protect the stability that first crossbar 2 is supported flitch 6 and template 7.With in the prior art by setting up scaffold compared with, the branch
Strut configuration is simple, is easy to build and not by ground site influence, and construction is simple is easy to operate, craft science is reasonable, installation quality
Securely and reliably, have the advantages that saving material and manpower accelerates installation progress.
Especially, second crossbar 3 is arranged on bottom wing listrium 52, to be carried out by bottom wing listrium 52 to second crossbar 3
Support, i.e., using the bottom wing listrium 52 of landing beam 5 as stress impetus, meet steel structural concrete interlayer Construction Support requirement,
Further ensure that its stability.
Construction method embodiment:
It is the flow chart of the construction method provided in an embodiment of the present invention for steel structural concrete platform referring to Fig. 3.Such as figure
Shown, which includes the following steps:
Material preparation step S1, according to the height between the top flange plate and bottom wing listrium of spacing and landing beam between adjacent platforms beam
It is poor to spend, and makes at least one support frame, and each support frame includes the first supporter of a pair, first crossbar, second crossbar and extremely
Few second supporter.
Specifically, carry out the stock of at least one support frame according to the actual situation, that is, make it is several to the first supporter 1,
Several first crossbars 2, several second crossbars 3 and several second supporters 4.Each first supporter 1, first crossbar 2, second are horizontal
The length of bar 3 and the second supporter 4 can be according to the top flange plate 51 of spacing and landing beam 5 between adjacent platforms beam 5 under
Difference in height between flange plate 52 determines.To realize the connection between each support frame, it is preferable that in this step further include connecting
The stock of junctor 8.
For example, being 650mm with landing beam HM588 X300 X 12X20(i.e. its fashioned iron height, wing plate width is 300mm,
Web thickness is 12mm, and wing plate is with a thickness of 20mm), it is illustrated for the spacing 2570mm between two neighboring landing beam 5, it can
Diameter of steel tube 48mm wall thickness 3.25mm length 548mm is taken, several is made according to actual needs and is used as the first supporter 1.Take steel
Pipe diameter 48mm wall thickness 3.25mm length 650mm makes several according to actual needs and is used as the second supporter 4.Take diameter of steel tube
48mm wall thickness 3.25mm length 2550mm makes several according to actual needs and is used as first crossbar 3 and second crossbar 4, takes steel pipe
Diameter 48mm wall thickness 3.25mm length is unlimited to make several as connector 8 according to actual needs.
Fixating shape step S2 is separately positioned on each the first supporter on adjacent landing beam and each first supporter branch
Support is horizontally set between a pair of first supporter between the top flange plate and bottom wing listrium of each landing beam, and by first crossbar, and
Two ends of first crossbar are connected on a pair of first supporter, by second crossbar between a pair of first supporter
It is set side by side with first crossbar, and two ends of second crossbar is connected on a pair of first supporter, so that four
It encloses and sets quadrilateral structure.
Specifically, the support effect to improve the support frame, it is preferable that second crossbar 3 is placed on bottom wing listrium 52, with
Second crossbar 3 is supported by bottom wing listrium 52.
For example, taking the first supporter 1 made in two material preparation step S1, the first supporter 1 is respectively supported at adjacent
Between the top flange plate 51 and bottom wing listrium 52 of landing beam 5, spacing is 2400mm, the first support between two first supporters 1
1 upper and lower ends of body are connect with first crossbar 2 and second crossbar 3 respectively, require first crossbar 2 according to flitch 6 and template 7 when connection
Thickness is adjusted up and down, and second crossbar 3 and the upper wall surface of the bottom wing listrium 52 of landing beam 5 are adjacent to.Wherein, first crossbar 2 and
Two cross bars 3 are horizontally set between adjacent landing beam 5.
Support step S3, by the setting of at least one second supporter between a pair of first supporter and with the first supporter
It is set side by side, to play the role of reinforcing rib.
Specifically, the second supporter 4 made in two material preparation step S1 is taken, the second supporter 4 is arranged at two first
Between supporter 1, also, the upper and lower ends of the second supporter 4 are connect with first crossbar 2 and second crossbar 3 respectively, main purpose
Play integral reinforcing, the structure fabrication of one group of support frame finishes.
Connection Step S4 will be vertically connected with forming entirety between each support frame by connector.
Specifically, several groups support frame is made according to step S1 to step S3 according to the actual needs of the site, using connector 8
It carries out being vertically connected with to form entirety, support system production finishes.
To sum up, the construction method provided in this embodiment for steel structural concrete platform utilizes phase in fixating shape step
Adjacent two landing beams support two the first supporters 1 of setting, to be supported the framework of frame；By being horizontally set with and being connected to two
First crossbar 2 and second crossbar 3 between a first supporter 1, framework is in quadrilateral structure, to ensure the steady of the support frame
Qualitative and intensity, so that it is guaranteed that the stability that first crossbar 2 is supported flitch 6 and template 7.It is taken with passing through in the prior art
If scaffold is compared, the support frame structure is simple, is easy to build and not by ground site influence, and construction is simple is easy to operate, technique
It is scientific and reasonable, installation quality is safe and reliable, have the advantages that saving material and manpower accelerates installation progress.
Especially, second crossbar 3 is arranged on bottom wing listrium 52, to pass through bottom wing listrium 52 to the second crossbar 3
It is supported, i.e., using the bottom wing listrium 52 of landing beam 5 as stress impetus, meets steel structural concrete interlayer Construction Support and want
It asks, further ensures that its stability.
Obviously, various changes and modifications can be made to the invention without departing from essence of the invention by those skilled in the art
Mind and range.In this way, if these modifications and changes of the present invention belongs to the range of the claims in the present invention and its equivalent technologies
Within, then the present invention is also intended to include these modifications and variations.
Claims (10)
1. a kind of support frame for steel structural concrete platform characterized by comprising
A pair of first supporter (1), is respectively arranged on two adjacent landing beams (5), also, each first supporter
(1) it is fastened between the top flange plate (51) of the landing beam (5) and bottom wing listrium (52) and a pair of first supporter (1)
Between be oppositely arranged；
First crossbar (2) is horizontally set between a pair of first supporter (1), also, two of the first crossbar (2)
End is connected with a pair of first supporter (1) respectively, and the first crossbar (2) is to support flitch (6) and template
(7)；
Second crossbar (3) is disposed in parallel between a pair of first supporter (1) with the first crossbar (2), also,
Two ends of the second crossbar (3) are connected with a pair of first supporter (1) respectively, so that four enclose and set quadrangle
Structure.
2. the support frame according to claim 1 for steel structural concrete platform, which is characterized in that further include:
At least one second supporter (4), between a pair of first supporter (1) and with first supporter (1)
It is set side by side, plays the role of reinforcing rib, to be supported to the first crossbar (2).
3. the support frame according to claim 2 for steel structural concrete platform, which is characterized in that first supporter
(1) and/or second supporter (4) is rod-like structure.
4. the support frame according to any one of claims 1 to 3 for steel structural concrete platform, which is characterized in that further include:
The connector (8) being arranged between the first crossbar (2) and the second crossbar (3), end is connected to institute
It states in first crossbar (2) and the second crossbar (3).
5. the support frame according to any one of claims 1 to 3 for steel structural concrete platform, which is characterized in that
The second crossbar (3) is arranged on the bottom wing listrium (52), to by the bottom wing listrium (52) to described the
Two cross bars (3) are supported.
6. the support frame according to any one of claims 1 to 3 for steel structural concrete platform, which is characterized in that
Difference in height between the first crossbar (2) and the top flange plate (51) and the flitch (6) and the template (7)
Thickness is adapted.
7. a kind of construction method for steel structural concrete platform, which is characterized in that
Material preparation step, according between the top flange plate and bottom wing listrium of spacing and the landing beam between adjacent platforms beam
Difference in height, makes at least one support frame, each support frame include a pair of first supporter, first crossbar, second crossbar and
At least one second supporter；
Fixating shape step is separately positioned on each the first supporter on the adjacent landing beam and each first support body supports
Between the top flange plate and bottom wing listrium of each landing beam, and by first crossbar be horizontally set with a pair of first supporter it
Between, and two ends of the first crossbar are connected on a pair of first supporter, by second crossbar in a pair
It is set side by side between first supporter with the first crossbar, and two ends of the second crossbar is connected to
On a pair of first supporter, so that four enclose and set quadrilateral structure.
8. the construction method according to claim 7 for steel structural concrete platform, which is characterized in that in the sizing
After step further include:
Step is supported, is supported by the setting of at least one second supporter between a pair of first supporter and with described first
Body is set side by side, to play the role of reinforcing rib.
9. the construction method according to claim 8 for steel structural concrete platform, which is characterized in that in the support
After step further include:
Connection Step will be vertically connected with forming entirety between each support frame by connector.
10. the construction method according to any one of claims 7 to 9 for steel structural concrete platform, which is characterized in that
In the fixating shape step,
The second crossbar is placed on bottom wing listrium, to be supported by the bottom wing listrium to the second crossbar.
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| CN201910207731.6A CN109944427A (en) | 2019-03-19 | 2019-03-19 | A kind of support frame for steel structural concrete platform and with its construction method |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201910207731.6A CN109944427A (en) | 2019-03-19 | 2019-03-19 | A kind of support frame for steel structural concrete platform and with its construction method |
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| CN205259592U (en) * | 2015-12-02 | 2016-05-25 | 中国化学工程第十四建设有限公司 | Template structure of steel construction floor |
| KR20190008054A (en) * | 2017-07-14 | 2019-01-23 | 서보산업 주식회사 | An assembly type supporting beam mold, and method for constructing this same |
| CN210117914U (en) * | 2019-03-19 | 2020-02-28 | 五冶集团上海有限公司 | Support frame for steel structure concrete platform |
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2019
- 2019-03-19 CN CN201910207731.6A patent/CN109944427A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201991226U (en) * | 2011-03-18 | 2011-09-28 | 中国二十二冶集团有限公司 | Flange template support structure |
| CN203403670U (en) * | 2013-08-09 | 2014-01-22 | 中国建筑第二工程局有限公司 | Formwork system without support |
| CN205259592U (en) * | 2015-12-02 | 2016-05-25 | 中国化学工程第十四建设有限公司 | Template structure of steel construction floor |
| KR20190008054A (en) * | 2017-07-14 | 2019-01-23 | 서보산업 주식회사 | An assembly type supporting beam mold, and method for constructing this same |
| CN210117914U (en) * | 2019-03-19 | 2020-02-28 | 五冶集团上海有限公司 | Support frame for steel structure concrete platform |
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