CN207620184U - A kind of superimposed sheet construction system - Google Patents
A kind of superimposed sheet construction system Download PDFInfo
- Publication number
- CN207620184U CN207620184U CN201721743621.4U CN201721743621U CN207620184U CN 207620184 U CN207620184 U CN 207620184U CN 201721743621 U CN201721743621 U CN 201721743621U CN 207620184 U CN207620184 U CN 207620184U
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- CN
- China
- Prior art keywords
- support
- stop sleeve
- support leg
- superimposed sheet
- interior bar
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Abstract
The utility model discloses a kind of superimposed sheet construction systems comprising aluminum alloy beams and support device；Aluminum alloy beams are mounted on the lower section of prefabricated board, and the setting direction of aluminum alloy beams is consistent with the length direction of superimposed sheet；Support device includes bracket, support interior bar, stop sleeve, locking device, support leg, stabiliser bar and bottom plate；Bracket is mounted on the top of support interior bar；Interior bar is supported to be inserted into stop sleeve；Locking device is mounted on the top of stop sleeve, is used for the position of lock support interior bar and stop sleeve；Support leg upper end is fixedly connected with the lower part of stop sleeve；Stabiliser bar one end connects stop sleeve, and the other end connects support leg；Bottom plate is fixed on the bottom of stop sleeve.The construction time of construction site support system can be reduced using superimposed sheet construction system, improve stability of the support device in concreting process, and then obtain better construction effect.
Description
Technical field
The utility model belongs to superimposed sheet technical field of construction, more particularly to a kind of superimposed sheet construction system.
Background technology
A kind of preferable structure type that laminated floor slab is prefabricated and cast-in-place concrete is combined.Precast prestressed thin plate with it is upper
Portion's cast-in-place concrete layer is combined into an entirety, works together.Prestressed thin slab is used as the bed die of cast-in-place concrete layer, it is not necessary to
For in-situ layer support shuttering.Thin plate bottom surface is smooth, and after processing, ceiling can no longer plaster plate stitch.Laminated floor slab has
Globality, the rigidity of cast-in-situ floor are big, crack resistance is good, does not increase reinforcing bar consumption, saves the advantages that template.Not due to cast-in-situ floor
Formwork is needed, also bulk precast concrete partition plate can simultaneously lift in the structure construction stage, so as to be inserted into upfitter in advance
Journey shortens the duration of entire engineering.Before carrying out in-situ layer construction, it is necessary in place by prefabricated board gentle support, but existing branch
Support system there is a problem of site operation amount greatly and stability of strutting system is poor.
Utility model content
The purpose of this utility model is to provide a kind of superimposed sheet construction system.
The technical solution that the utility model solves above-mentioned technical problem is as follows：A kind of superimposed sheet construction system comprising aluminium
Alloy beam and support device；The aluminum alloy beams are mounted on the lower section of prefabricated board, the setting directions of aluminum alloy beams and superimposed sheet
Length direction is consistent；The support device include bracket, support interior bar, stop sleeve, locking device, support leg, stabiliser bar and
Bottom plate；The bracket is mounted on the top of support interior bar；The support interior bar is inserted into the stop sleeve；The locking device peace
Mounted in the top of stop sleeve, it to be used for the position of lock support interior bar and stop sleeve；The support leg upper end and stop sleeve
Lower part be fixedly connected；Described stabiliser bar one end connects stop sleeve, and the other end connects support leg；The bottom plate is fixed on described
The bottom of stop sleeve.
The utility model superimposed sheet construction system as described above, further, the bracket include support hand and pressure pin, and aluminium closes
Jin Liang is mounted in support hand, and pressure pin upper end is fixedly connected with support hand, is connect at the top of lower end and support interior bar.
The utility model superimposed sheet construction system as described above, further, the support interior bar and stop sleeve setting
Adjustment hole, the locking device are tie down screw, and tie down screw is inserted into adjustment hole and is positioned.
The utility model superimposed sheet construction system as described above, further, the support device further include support leg
The second bracing piece of one bracing piece and support leg, the first bracing piece of support leg one end connect support leg upper end, other end stable connection
Bar, the second bracing piece of the support leg are connected between the first bracing piece of stop sleeve and support leg.
The utility model has the beneficial effects that：
The construction time of construction site support system can be reduced using superimposed sheet construction system, improve support device mixed
Stability in solidifying soil casting process, and then obtain better construction effect.
Description of the drawings
By being described in detail made by conjunction with the following drawings, the above-mentioned and/or otherwise advantage of the utility model will
It becoming more apparent upon and is easier to understand, these attached drawings are only schematical, are not intended to limit the utility model, wherein：
Fig. 1 is a kind of superimposed sheet construction system schematic diagram of embodiment of the utility model；
Fig. 2 is the Section A-A schematic diagram of Fig. 1；
Fig. 3 is a kind of superimposed sheet seaming position schematic diagram of embodiment of the utility model.
In attached drawing, parts list represented by the reference numerals are as follows：
1, support device, 2, aluminum alloy beams, 3, prefabricated board, 4, Bars In Poured Concrete Slab, 5, interior wall, 6, independent support, 7, sizing aluminum dipping form
Plate, 8, plate stitch additional muscle, 11, support interior bar, 12, locking device, 13, stop sleeve, 14, support leg, 15, stabiliser bar, 16, bottom
Plate, 17, the first bracing piece of support leg, 18, the second bracing piece of support leg, 19, bracket.
Specific implementation mode
Hereinafter, the embodiment of the superimposed sheet construction system of the utility model is described with reference to the accompanying drawings.
The embodiment recorded herein is the specific specific implementation mode of the utility model, for illustrating the utility model
Design, is explanatory and illustrative, should not be construed as the limit to the utility model embodiment and the scope of the utility model
System.In addition to the embodiment recorded herein, those skilled in the art can also be based on the application claims and specification institute is public
For the content opened using obvious other technical solutions, these technical solutions include doing using the embodiment to recording herein
Go out the technical solution of any obvious substitutions and modifications.
The attached drawing of this specification is schematic diagram, aids in illustrating the design of the utility model, it is schematically indicated each section
Shape and its correlation.It note that the structure of each component for the ease of clearly showing the utility model embodiment, respectively
It is not drawn according to identical ratio between attached drawing.Identical reference marker is for indicating identical part.
Fig. 1 and Fig. 2 shows a kind of superimposed sheet construction systems of embodiment of the utility model comprising aluminum alloy beams 2 and branch
Support arrangement 1；
Aluminum alloy beams 2 are mounted on the lower section of prefabricated board 3, the setting direction of aluminum alloy beams 2 and the length direction one of superimposed sheet
It causes；Aluminium alloy beam action is supported to the bottom of prefabricated board, and prefabricated board is made to keep horizontal position；
Support device 1 includes bracket 19, support interior bar 11, stop sleeve 13, locking device 12, support leg 14, stabiliser bar
15 and bottom plate 16；
Bracket 19 is mounted on the top of support interior bar 11；In an embodiment as illustrated in figure 2, bracket 19 includes support hand and support
Bar, aluminum alloy beams 2 are mounted in support hand, and pressure pin upper end is fixedly connected with support hand, and lower end is connect with 11 top of support interior bar.
Interior bar 11 is supported to be inserted into stop sleeve 13；Locking device 12 is mounted on the top of stop sleeve 13, for locking branch
Support the position of interior bar 11 and stop sleeve 13；In a kind of preferred embodiment, interior bar 11 and the setting of stop sleeve 13 is supported to adjust
Knothole, locking device 12 are tie down screw, and tie down screw is inserted into adjustment hole and is positioned.
14 upper end of support leg is fixedly connected with the lower part of stop sleeve 13；The quantity of support leg is at least 3, with circumference side
To being evenly arranged in around stop sleeve；15 one end of stabiliser bar connects stop sleeve 13, and the other end connects support leg 14；
Bottom plate 16 is fixed on the bottom of stop sleeve 13, when due to carrying out concreting above prefabricated board, support device
Vibrations or mobile occur, which be easy to cause the displacement of stop sleeve when being transferred to below stop sleeve, and then causes prefabricated
Plate is difficult to keep horizontal position, influences concreting effect.Bottom plate, which is arranged, can increase stop sleeve and the contact surface on ground
Product, prevents stop sleeve to be displaced.In a more preferred embodiment, bottom plate is bolted on ground, concreting
Bolt is removed after the completion.
Construction is carried out using the superimposed sheet construction system of above-described embodiment to include the following steps：Surveying setting-out → superimposed sheet is applied
Work system installation → hoisting prefabricated plate → superimposed sheet additional muscle and lower layer's reinforcing bar binding → hydroelectric line laying, connection → overlapping building
Plate top bars binding → dry wall floor piece is handled → → floor concrete casting of inspecting for acceptance.It also shows in Fig. 1
Interior wall 5, the interior wall 5 are vertical with prefabricated board and Bars In Poured Concrete Slab.Construction site support system can be reduced using superimposed sheet construction system
Construction time, improve stability of the support device in concreting process, and then obtain better construction effect.
In embodiment as shown in Figure 2, support device 1 further includes that the first bracing piece of support leg 17 and support leg second add
Strong bar 18,17 one end of the first bracing piece of support leg connect 14 upper end of support leg, other end stable connection bar 15, and support leg second adds
Strong bar 18 is connected between stop sleeve 13 and the first bracing piece of support leg 17.The first bracing piece of support leg 17 and support leg second
Bracing piece 18 is applied in combination, and can further increase the stability of stop sleeve, prevents from shaking in concreting process
It is dynamic, to ensure that the construction effect of Bars In Poured Concrete Slab, improve its construction quality.
In the superimposed sheet construction system of the utility model another kind embodiment, as shown in figure 3, prefabricated in adjacent two pieces
There are seam between plate 3, which needs that sizing aluminum alloy pattern plate 7 is arranged, and 7 lower part of sizing aluminum alloy pattern plate utilizes 6 Hes of independent support
Aluminum alloy beams are fixed；Crisscross plate stitch additional muscle 8 is arranged in seam areas, and plate stitch additional muscle 8 anchors to prefabricated board 3
It is interior；Bars In Poured Concrete Slab 4 is poured on sizing aluminum alloy pattern plate and prefabricated board.Additional independent support 6 is arranged, and can to solve seaming position fixed
The support problem of type aluminum alloy pattern plate.Aluminum alloy beams are fallen off in work progress in order to prevent injures accident by a crashing object, in independent branch support
Two side plates are fixed, side plate is arranged between aluminum alloy beams, is blocked by side plate when aluminum alloy beams are fallen off, prevent its whereabouts
It hurts sb.'s feelings, improves the safety of construction system.
Each technical characteristic of above-mentioned disclosure is not limited to disclosed and other feature combination, and those skilled in the art are also
Other combinations between each technical characteristic can be carried out according to the purpose of invention, be subject to the purpose for realizing the utility model.
Claims (4)
1. a kind of superimposed sheet construction system, which is characterized in that including aluminum alloy beams and support device；The aluminum alloy beams are mounted on
The lower section of prefabricated board, the setting direction of aluminum alloy beams are consistent with the length direction of superimposed sheet；The support device includes bracket, branch
Support interior bar, stop sleeve, locking device, support leg, stabiliser bar and bottom plate；The bracket is mounted on the top of support interior bar；Institute
It states support interior bar and is inserted into the stop sleeve；The locking device is mounted on the top of stop sleeve, is used for lock support interior bar
With the position of stop sleeve；The support leg upper end is fixedly connected with the lower part of stop sleeve；Stabiliser bar one end connection branch
Support set cylinder, the other end connect support leg；The bottom plate is fixed on the bottom of the stop sleeve.
2. superimposed sheet construction system according to claim 1, which is characterized in that the bracket includes support hand and pressure pin, aluminium
Alloy beam is mounted in support hand, and pressure pin upper end is fixedly connected with support hand, is connect at the top of lower end and support interior bar.
3. superimposed sheet construction system according to claim 1 or 2, which is characterized in that the support interior bar and stop sleeve
Adjustment hole is set, and the locking device is tie down screw, and tie down screw is inserted into adjustment hole and is positioned.
4. superimposed sheet construction system according to claim 3, which is characterized in that the support device further includes support leg
The second bracing piece of one bracing piece and support leg, the first bracing piece of support leg one end connect support leg upper end, other end stable connection
Bar, the second bracing piece of the support leg are connected between the first bracing piece of stop sleeve and support leg.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721743621.4U CN207620184U (en) | 2017-12-14 | 2017-12-14 | A kind of superimposed sheet construction system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721743621.4U CN207620184U (en) | 2017-12-14 | 2017-12-14 | A kind of superimposed sheet construction system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207620184U true CN207620184U (en) | 2018-07-17 |
Family
ID=62822080
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721743621.4U Expired - Fee Related CN207620184U (en) | 2017-12-14 | 2017-12-14 | A kind of superimposed sheet construction system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207620184U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109403523A (en) * | 2018-11-27 | 2019-03-01 | 福建卓越建设工程开发有限公司 | Precast splice type superimposed sheet suspension type support construction and overlapping board construction method |
| CN111173270A (en) * | 2020-02-28 | 2020-05-19 | 中国建筑第四工程局有限公司 | Prefabricated balcony aluminum mold structure and construction method |
-
2017
- 2017-12-14 CN CN201721743621.4U patent/CN207620184U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109403523A (en) * | 2018-11-27 | 2019-03-01 | 福建卓越建设工程开发有限公司 | Precast splice type superimposed sheet suspension type support construction and overlapping board construction method |
| CN109403523B (en) * | 2018-11-27 | 2024-01-05 | 福建卓越建设工程开发有限公司 | Prefabricated assembled laminated slab suspension type supporting structure and laminated slab construction method |
| CN111173270A (en) * | 2020-02-28 | 2020-05-19 | 中国建筑第四工程局有限公司 | Prefabricated balcony aluminum mold structure and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP02 | Change in the address of a patent holder |
Address after: 101500 No. 3 science and technology road, Miyun District Economic Development Zone, Beijing Patentee after: BEIJING URBAN CONSTRUCTION SIXTH GROUP Co.,Ltd. Address before: 101500 No. 3 science and technology road, Daxing District Economic Development Zone, Beijing Patentee before: BEIJING URBAN CONSTRUCTION SIXTH GROUP Co.,Ltd. |
|
| CP02 | Change in the address of a patent holder | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180717 Termination date: 20211214 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |