CN206646817U - The form bracing system of the cast-in-place decorative panel of staged Arc Stand - Google Patents
The form bracing system of the cast-in-place decorative panel of staged Arc Stand Download PDFInfo
- Publication number
- CN206646817U CN206646817U CN201720315397.2U CN201720315397U CN206646817U CN 206646817 U CN206646817 U CN 206646817U CN 201720315397 U CN201720315397 U CN 201720315397U CN 206646817 U CN206646817 U CN 206646817U
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- Prior art keywords
- grandstand
- steel pipe
- template
- facade
- facade template
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Abstract
The utility model discloses a kind of form bracing system of the cast-in-place decorative panel of staged Arc Stand, including plural groups grandstand facade template；Every group of grandstand facade template is made of bakelite plate, horizontal steel pipe and vertical steel pipe, fixes a horizontal steel pipe the rivet of both sides up and down of bakelite plate is each, one end in the same direction of every group of grandstand facade template is welded with a vertical steel pipe；Each layer template tightening it will be connected up and down with long steel pipe；The one or both ends of long steel pipe are fixed on the channel-section steel for being anchored in agent structure, and are shored temporarily laterally with flitch positioned at the grandstand facade template of basecoat；Sleeve pipe is welded with vertical steel pipe, passes through on the upside of adjacent upper former downside and lower template between sleeve pipe and sets Screw arbor with nut at both-ends to tense connection；With layer, adjacent two groups of templates are overleaf connected with wood chip with rivet transverse direction temperature pier side by side.The utility model can directly carry out the cast-in-place construction of grandstand decorative panel on grandstand, while realize that camber sees the precision control and a construction molding of platen radian.
Description
Technical field
It the utility model is related to a kind of form bracing system of the cast-in-place decorative panel of staged Arc Stand.
Background technology
At present all there is the construction of large-scale stadium in all parts of the country, and general stadiums grandstand decorative panel construction uses
Prefabricated board is assembled, is lifted monolithic prefabricated board to assembled position is needed, by manually being positioned and being installed using tower crane or crane
Complete.This construction method is relatively common in the construction of the grandstand decorative panel of all kinds of stadiums, but due to general stadium
The scale in shop is all huger, and the quantity required of prefabricated decorative board is also relatively more, and the making of prefabricated board can typically utilize prefabricated board
Manufacturing factory is carried out after making outside the venue, then is transported to construction site.Scene must reserve prefabricated decorative board stockyard, not only take and apply
Work space, as site location is not suitable for or not in the range of lifting, it is also possible to which existing influences the feelings of other constructions or rehandling
Condition, increase cost indirectly, while it is not fine to install appearance out.
The content of the invention
The technical problems to be solved in the utility model is to provide a kind of template branch of the cast-in-place decorative panel of staged Arc Stand
Support body system.
In order to solve the above-mentioned technical problem, the technical solution adopted in the utility model is the cast-in-place dress of staged Arc Stand
The form bracing system of plaque, including plural groups grandstand facade template；Every group of grandstand facade template bakelite plate, horizontal steel pipe and
Vertical steel pipe is made, and fixes a horizontal steel pipe the rivet of both sides up and down of bakelite plate is each, every group of grandstand facade template it is same
A vertical steel pipe is welded with to one end；
Each layer template tightening it will be connected up and down with long steel pipe；The one or both ends of long steel pipe, which are fixed on, is anchored in agent structure
Channel-section steel on, and positioned at basecoat grandstand facade template with flitch laterally shore temporarily；
Sleeve pipe is welded with vertical steel pipe, passes through setting pair between sleeve pipe on the upside of adjacent upper former downside and lower template
Draw tie-rod connection；
With layer, adjacent two groups of templates are overleaf connected with wood chip with rivet transverse direction temperature pier side by side.
As preferred：
The height of every group of grandstand facade template is equal to the height of grandstand.
When such as grandstand outer contour being straight line, then the equal length of the grandstand facade template of levels, such as grandstand outline
Line is arc, then the length of grandstand facade template is depending on the radian of grandstand outer contour.
It is lined with below every group of grandstand facade template and decorates plate thickness identical cushion block with grandstand.
The beneficial effects of the utility model are：
This method can directly carry out the cast-in-place construction of grandstand decorative panel on grandstand, be proven, this method avoid
The variety of problems brought using prefabricated board construction, speed of application is fast, while realizes the precision control of camber grandstand facade radian
With a construction molding.
Brief description of the drawings
The utility model is described in further detail with reference to the accompanying drawings and detailed description.
Fig. 1 is the structural representation of the form bracing system embodiment of the cast-in-place decorative panel of the utility model staged Arc Stand
Figure.
Fig. 2 is the positive facade knot of the form bracing system embodiment of the cast-in-place decorative panel of the utility model staged Arc Stand
Structure schematic diagram.
Fig. 3 is Fig. 1 partial structural diagram.
Marked in figure：1- bakelite plates, 2- transverse direction steel pipes, 3- vertical steel pipes, 4- cushion blocks, the long steel pipes of 5-, 6- sleeve pipes, 7- is to drawing
Screw rod, 8- bolts, 9- pads, 10- channel-section steels, 11- transverse direction flitches, 12- agent structures.
Embodiment
Fig. 1 is a kind of form bracing system for the cast-in-place decorative panel of Arc Stand staged.
Every group of grandstand facade template bakelite plate 1, horizontal steel pipe 2 and vertical steel pipe 3 are made, on the both sides up and down of bakelite plate
A horizontal steel pipe is fixed with rivet is each, a vertical steel pipe is welded with (i.e. in equidirectional one end of every group of grandstand facade template
A vertical steel pipe is only welded with every piece of template) (Fig. 2).
Soldering sleeve 6 on vertical steel pipe, and by the downside of adjacent upper former with the upside of lower template by sleeve pipe simultaneously
Tensed and connected with Screw arbor with nut at both-ends 7.
In figure 3, each layer template tightening up and down is connected as one using long steel pipe 5, specifically will each layer template up and down
Be connected by the upper end of vertical steel pipe with long steel pipe 5 by bolt 8 (having pad 9 below bolt), then by one end of long steel pipe or
Both ends are fixed on the channel-section steel 10 for being anchored in agent structure 12, and are pointed to the horizontal flitch of the grandstand facade template of basecoat
11 shore temporarily laterally.
For same layer two groups of adjacent template arranged side by side, overleaf connected with wood chip with rivet transverse direction temperature pier.
It is lined with below every group of grandstand facade template and grandstand decoration plate thickness identical cushion block 4.
The height and length of template：
1st, the height of every group of grandstand facade template is equal to the height of grandstand.
2nd, when such as grandstand outer contour is straight line, then the equal length of the grandstand facade template of levels；
3rd, such as grandstand outer contour is arc, then the length of grandstand facade template is according to the radian size of grandstand outer contour
Depending on, the big then template length of the radian is shorter, and the length of the small then template of the radian can be with longer.
It is below the construction method of the cast-in-place decorative panel form bracing system of Arc Stand staged, including walks in detail below
Suddenly：
(1) according to grandstand elevation, (called in the following text into multigroup grandstand facade template with bakelite plate Combined machining using square steel tube
Template), a steel pipe is fixed in both sides to every group of template with rivet up and down, increases formwork rigidity, Control architecture shape, every group of length
It is most long to be advisable with 3 meters；
(2) when grandstand is straight line, levels template length is unified, height be grandstand highly, as grandstand is cambered, template is grown
Degree can be made by oneself according to radian size；
(3) during formwork, two groups of templates laterally can be connected overleaf with wood chip with rivet temperature pier；
(4) template underlay and grandstand decoration plate thickness identical cushion block, ensure that grandstand concrete water plane pours thickness；
(5) weld a vertical steel pipe in template one end, and with long steel pipe by with vertical steel pipe is affixed will each layer up and down
Template sockets, and for reinforcing template support system, ensures the stability of support system；
(6) one or both ends of long steel pipe are fixed on the channel-section steel for being anchored in agent structure, and support system basecoat
Available horizontal flitch is shored temporarily, ensures the thickness of orlop grandstand decorative panel facade concrete；
(7) two bolts 8 will be welded in the vertical steel pipe upper end both sides of fragment position among the long steel pipe, by vertical steel pipe with
Long steel pipe reinforces connection, so as to which whole support system be connected with main structure body；
(8) by the vertical steel pipe soldering sleeve in template, during formwork, with Screw arbor with nut at both-ends by the downside of upper former with lower floor's mould
Socketed on the upside of plate, control pours grandstand width, and Control architecture is front and rear to be deformed, final to ensure concreting size and whole support
The stability of system.
Above-described the utility model embodiment, does not form the restriction to scope of protection of the utility model.It is any
Made within spirit of the present utility model and principle modifications, equivalent substitutions and improvements etc., should be included in the utility model
Claims within.
Claims (4)
1. the form bracing system of the cast-in-place decorative panel of staged Arc Stand, including plural groups grandstand facade template；Its feature exists
In：
Every group of grandstand facade template is made of bakelite plate, horizontal steel pipe and vertical steel pipe, in the both sides rivet up and down of bakelite plate
Each to fix a horizontal steel pipe, one end in the same direction of every group of grandstand facade template is welded with a vertical steel pipe；
Each layer template tightening it will be connected up and down with long steel pipe；The one or both ends of the long steel pipe, which are fixed on, is anchored in agent structure
Channel-section steel on, and positioned at basecoat grandstand facade template with flitch laterally shore temporarily；
Sleeve pipe is welded with the vertical steel pipe, passes through setting pair between sleeve pipe on the upside of adjacent upper former downside and lower template
Draw tie-rod connection；
With layer, adjacent two groups of templates are overleaf connected with wood chip with rivet transverse direction temperature pier side by side.
2. form bracing system according to claim 1, it is characterised in that：The height of every group of grandstand facade template, which is equal to, to be seen
The height of platform.
3. form bracing system according to claim 1, it is characterised in that：When such as grandstand outer contour being straight line, then on
The equal length of the grandstand facade template of lower floor, if grandstand outer contour is arc, then the length of grandstand facade template is according to seeing
Depending on the radian of platform outer contour.
4. form bracing system according to claim 1, it is characterised in that：Be lined with below every group of grandstand facade template with
Grandstand decorates plate thickness identical cushion block.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720315397.2U CN206646817U (en) | 2017-03-28 | 2017-03-28 | The form bracing system of the cast-in-place decorative panel of staged Arc Stand |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720315397.2U CN206646817U (en) | 2017-03-28 | 2017-03-28 | The form bracing system of the cast-in-place decorative panel of staged Arc Stand |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206646817U true CN206646817U (en) | 2017-11-17 |
Family
ID=60280228
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720315397.2U Expired - Fee Related CN206646817U (en) | 2017-03-28 | 2017-03-28 | The form bracing system of the cast-in-place decorative panel of staged Arc Stand |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206646817U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106884532A (en) * | 2017-03-28 | 2017-06-23 | 中建七局第二建筑有限公司 | The form bracing system and construction method of the cast-in-place decorative panel of staged Arc Stand |
| CN113216616A (en) * | 2021-04-30 | 2021-08-06 | 中建四局第六建设有限公司 | Device for reinforcing cast-in-place stand board of venue and construction method thereof |
-
2017
- 2017-03-28 CN CN201720315397.2U patent/CN206646817U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106884532A (en) * | 2017-03-28 | 2017-06-23 | 中建七局第二建筑有限公司 | The form bracing system and construction method of the cast-in-place decorative panel of staged Arc Stand |
| CN113216616A (en) * | 2021-04-30 | 2021-08-06 | 中建四局第六建设有限公司 | Device for reinforcing cast-in-place stand board of venue and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171117 Termination date: 20200328 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |