CN206625553U - For pouring the formwork bracing system of high-low bay structure simultaneously - Google Patents
For pouring the formwork bracing system of high-low bay structure simultaneously Download PDFInfo
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- CN206625553U CN206625553U CN201720280712.2U CN201720280712U CN206625553U CN 206625553 U CN206625553 U CN 206625553U CN 201720280712 U CN201720280712 U CN 201720280712U CN 206625553 U CN206625553 U CN 206625553U
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- low
- stay
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- bracing system
- place form
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Abstract
The utility model is related to it is a kind of be used for while pour the formwork bracing system of high-low bay structure, located at low across stay in place form and high between stay in place form, the formwork bracing system includes branch：Branch is located at the low support frame on stay in place form, the top of support frame as described above formed with positioned at wait to pour to be formed it is low across the supporting part of superstructure；And the scaffold for being placed in the supporting part is arranged, the scaffold stays on the height across the bottom of stay in place form, it is achieved thereby that low pour across structure and height across structure simultaneously.Pour high-low bay structure simultaneously using the formwork bracing system, accelerating construction progress, after the completion of pouring, by support frame expose it is low cut off across the part of structure, so as to which scaffold be removed, realize the turnover recycling of scaffold, saved material cost.Solve prior art must first construct it is low across structural slab, after its blanks and moulding and conserving just can formwork construction cantilevered plate, the problem of causing construction speed slow.
Description
Technical field
Technical field of building construction is the utility model is related to, refers in particular to a kind of be used for while pour the template branch of high-low bay structure
Support system.
Background technology
Often will first construct cantilevered plate in conventional construction method, during the such high-low bay labyrinth containing cantilevered plate of construction
Lower section it is low across structural slab, upward formwork, this traditional construction method cause construction speed very again after its blanks and moulding and conserving
Slowly.
Utility model content
The defects of the purpose of this utility model is to overcome prior art, there is provided one kind is used to pour high-low bay structure simultaneously
Formwork bracing system, can solve prior art must first construct it is low across structural slab, after its blanks and moulding and conserving just can formwork apply
Work cantilevered plate, the problem of causing construction speed slow.
Realizing the technical scheme of above-mentioned purpose is：
The utility model provide it is a kind of be used for while pour the formwork bracing system of high-low bay structure, branch is located at low across knot
Between stay in place form, the formwork bracing system includes for structure template and height：
Branch is located at the low support frame on stay in place form, and the top of support frame as described above is formed with positioned at shape to be poured
Into it is low across the supporting part of superstructure；And
The scaffold for being placed in the supporting part is arranged, the scaffold stays on the height across the bottom of stay in place form.
The beneficial effects of the utility model are：Using the supporting part that support frame is set by scaffold support to be poured low
Across the top of structure, the scaffold is used to support height across stay in place form, it is achieved thereby that low pour across structure and height across structure simultaneously
Build, accelerating construction progress, after the completion of pouring, by support frame expose it is low cut off across the part of structure, so that scaffold be removed,
The turnover recycling of scaffold is realized, has saved material cost.
The utility model be used for simultaneously pour the formwork bracing system of high-low bay structure further improvement is that, the branch
Support also includes the bearing for being fixedly arranged on the supporting part bottom.
The utility model be used for simultaneously pour the formwork bracing system of high-low bay structure further improvement is that,
The supporting part includes the first cross bar and the first montant being vertically located on first cross bar；
The bearing includes the second cross bar and the second montant being vertically located on second cross bar, second montant
Top be fixedly connected on the bottom of first cross bar.
The utility model be used for simultaneously pour the formwork bracing system of high-low bay structure further improvement is that, the pin
Hand cradle includes the transverse tube and vertical tube that transverse and longitudinal is staggered, and the transverse tube is fixedly connected with the vertical tube by fastener, the vertical tube
Bottom is sheathed on support frame as described above on corresponding first montant, is placed on first cross bar.
The utility model be used for simultaneously pour the formwork bracing system of high-low bay structure further improvement is that, the height
Flitch is provided with across the bottom of stay in place form, the flitch is supported in the height across stay in place form and the transverse tube of the scaffold top
Between.
The utility model be used for simultaneously pour the formwork bracing system of high-low bay structure further improvement is that, it is described low
Bar construction is equipped with stay in place form, the bar construction is fixedly connected with the bearing of support frame as described above.
The utility model be used for simultaneously pour the formwork bracing system of high-low bay structure further improvement is that,
The high template of encorbelmenting for including vertically arranged beam forms across stay in place form and laterally setting；
The bottom of the template of encorbelmenting is stayed at the top of the scaffold, the sidepiece of the scaffold stays on the beam
The outside of template.
Brief description of the drawings
Fig. 1 is the structural representation that the utility model is used to pour the formwork bracing system of high-low bay structure simultaneously.
Embodiment
The utility model is described in further detail with specific embodiment below in conjunction with the accompanying drawings.
Refering to Fig. 1, the utility model provide it is a kind of be used for and meanwhile pour the formwork bracing system of high-low bay structure, have
The features such as structurally simple, economical practical, solving prior art must first construct low across structural slab, can just be propped up after its blanks and moulding and conserving
Mould is constructed cantilevered plate, and the problem of causing construction speed slow is used for the utility model while pours high-low bay below in conjunction with the accompanying drawings
The formwork bracing system of structure illustrates.
As shown in figure 1, the formwork bracing system branch that the utility model is used to pour high-low bay structure simultaneously is located at low across knot
Between stay in place form 15, the support system includes support frame 11 and scaffold 12 for structure template 14 and height.It is low across stay in place form 14
To be formed low across structure 16 for pouring, high to be used to pour across stay in place form 15 to be formed high across structure 17, support frame 11 is located at low
On stay in place form 14, and the top of the support frame 11 is formed with positioned at waiting to pour the low support above structure 16 to be formed
Portion 111, scaffold 12, which is arranged, to be placed on the supporting part 111, and scaffold 12 stay on it is high across the bottom of stay in place form 15, from
And realize and low poured across structure and while high across structure.
It is low horizontally disposed across stay in place form 14, bar construction, the bottom of support frame 11 are equipped with stay in place form 14 low
Portion be placed in it is low be fixedly connected on stay in place form 14 and with the bar construction, scaffold 12, which is arranged, is placed in the top of support frame 11
Supporting part 111 on, height be placed in across stay in place form 15 on scaffold 12.
Support frame 11 includes supporting part 111 and is fixedly arranged on the bearing 112 of the bottom of supporting part 111.Supporting part 111 includes first
Cross bar and the first montant being vertically located on first cross bar；Bearing 112 include the second cross bar and be vertically located in this second
The second montant on cross bar, the second cross bar are be arranged in parallel with the first cross bar, and the first cross bar is fixedly connected at the top of the second montant
Bottom.Scaffold 12 is supported on shape to be poured positioned at low above stay in place form 14 by supporting part 111 by supporting part 111
Into it is low across the top of structure 16, avoid scaffold 12 and the low contact across structure 16 so that scaffold 12 can have enough to meet the need repetition
Utilize, height is supported across stay in place form 15 by scaffold 12 so that be high low to be propped up across stay in place form 14 across stay in place form 15 and simultaneously
If low across structure 17 while poured across structure 16 and height so as to realize.As a preferred embodiment, the first cross bar, first
Montant, the second cross bar and the second montant are a diameter of 20mm reinforcing bar.
Scaffold 12 includes the transverse tube 121 and vertical tube 122 that transverse and longitudinal is staggered, and transverse tube 121 and vertical tube 122 are consolidated by fastener
Fixed connection, the first montant that the bottom of vertical tube 122 is sheathed on supporting part 111 are placed on the first cross bar.It is preferable as one
Embodiment, the steel pipe that the steel pipe in scaffold 12 is a diameter of 48mm.
The high template 151 of encorbelmenting for including vertically arranged beam forms 152 across stay in place form 15 and laterally setting.Scaffold 12
Top stay on the bottom of template 151 of encorbelmenting, the sidepiece of scaffold 12 stays on the outside of the beam forms 152.Encorbelment mould
Plate 151 is used to pour to form cantilevered plate 171, and beam forms 152 is used to pour to form structural beams 172.In the bottom for encorbelmenting template 151
Flitch 13 is provided with, the flitch 13 is used to support height, and flitch 13 is supported in high encorbelmenting across stay in place form 15 across stay in place form 15
Between the transverse tube 121 at template 151 and the top of scaffold 12.
Be used to pour the formwork bracing system of high-low bay structure simultaneously using the utility model, at the same to it is low across structural slab and
Cantilevered plate is poured, and after concrete formation maintenance, cutting off reinforcing bar unnecessary in support frame makes it be flushed with low across structural slab
That is collapsible die.
Scaffold support low is used to be poured across the top of structure, the scaffold using the supporting part that support frame is set
It is high across stay in place form in support, it is achieved thereby that low pour across structure and height across structure simultaneously, accelerating construction progress, pouring
Cheng Hou, by support frame expose it is low cut off across the part of structure, so that scaffold be removed, the turnover for realizing scaffold repeats profit
With having saved material cost.Support frame structure is simple, is made using the welding of job site reinforcing bar clout, economical and practical.
The utility model is described in detail above in association with accompanying drawing embodiment, those skilled in the art can root
Many variations example is made to the utility model according to described above.Thus, some details in embodiment should not be formed to this practicality
New restriction, the utility model will be used as the scope of protection of the utility model using the scope that appended claims define.
Claims (7)
1. a kind of formwork bracing system for being used to pour high-low bay structure simultaneously, branch is located at low across stay in place form and high across structure mould
Between plate, it is characterised in that the formwork bracing system includes：
Branch is located at the low support frame on stay in place form, and the top of support frame as described above is formed with positioned at waiting to pour what is formed
It is low across the supporting part of superstructure；And
The scaffold for being placed in the supporting part is arranged, the scaffold stays on the height across the bottom of stay in place form.
2. the formwork bracing system as claimed in claim 1 for being used to pour high-low bay structure simultaneously, it is characterised in that the branch
Support also includes the bearing for being fixedly arranged on the supporting part bottom.
3. the formwork bracing system as claimed in claim 2 for being used to pour high-low bay structure simultaneously, it is characterised in that
The supporting part includes the first cross bar and the first montant being vertically located on first cross bar；
The bearing includes the second cross bar and the second montant being vertically located on second cross bar, the top of second montant
Portion is fixedly connected on the bottom of first cross bar.
4. the formwork bracing system as claimed in claim 3 for being used to pour high-low bay structure simultaneously, it is characterised in that the pin
Hand cradle includes the transverse tube and vertical tube that transverse and longitudinal is staggered, and the transverse tube is fixedly connected with the vertical tube by fastener, the vertical tube
Bottom is sheathed on support frame as described above on corresponding first montant, is placed on first cross bar.
5. the formwork bracing system as claimed in claim 4 for being used to pour high-low bay structure simultaneously, it is characterised in that the height
Flitch is provided with across the bottom of stay in place form, the flitch is supported in the height across stay in place form and the transverse tube of the scaffold top
Between.
6. the formwork bracing system as claimed in claim 2 for being used to pour high-low bay structure simultaneously, it is characterised in that described low
Bar construction is equipped with stay in place form, the bar construction is fixedly connected with the bearing of support frame as described above.
7. the formwork bracing system as claimed in claim 1 for being used to pour high-low bay structure simultaneously, it is characterised in that
The high template of encorbelmenting for including vertically arranged beam forms across stay in place form and laterally setting；
The bottom of the template of encorbelmenting is stayed at the top of the scaffold, the sidepiece of the scaffold stays on the beam forms
Outside.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720280712.2U CN206625553U (en) | 2017-03-22 | 2017-03-22 | For pouring the formwork bracing system of high-low bay structure simultaneously |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720280712.2U CN206625553U (en) | 2017-03-22 | 2017-03-22 | For pouring the formwork bracing system of high-low bay structure simultaneously |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206625553U true CN206625553U (en) | 2017-11-10 |
Family
ID=60208167
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720280712.2U Active CN206625553U (en) | 2017-03-22 | 2017-03-22 | For pouring the formwork bracing system of high-low bay structure simultaneously |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108625475A (en) * | 2018-04-28 | 2018-10-09 | 中国十七冶集团有限公司 | A kind of high-low bay concreting method |
| CN112854817A (en) * | 2021-01-07 | 2021-05-28 | 中国建筑第八工程局有限公司 | Connecting structure for structural beam and support frame and method thereof |
| CN112900489A (en) * | 2021-01-22 | 2021-06-04 | 中建八局轨道交通建设有限公司 | High-low span pipe gallery construction method and construction device thereof |
-
2017
- 2017-03-22 CN CN201720280712.2U patent/CN206625553U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108625475A (en) * | 2018-04-28 | 2018-10-09 | 中国十七冶集团有限公司 | A kind of high-low bay concreting method |
| CN112854817A (en) * | 2021-01-07 | 2021-05-28 | 中国建筑第八工程局有限公司 | Connecting structure for structural beam and support frame and method thereof |
| CN112900489A (en) * | 2021-01-22 | 2021-06-04 | 中建八局轨道交通建设有限公司 | High-low span pipe gallery construction method and construction device thereof |
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