CN209907935U - Supporting device for assembled external wall panel and aluminum template cast-in-place concrete beam system - Google Patents
Supporting device for assembled external wall panel and aluminum template cast-in-place concrete beam system Download PDFInfo
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- CN209907935U CN209907935U CN201920484742.4U CN201920484742U CN209907935U CN 209907935 U CN209907935 U CN 209907935U CN 201920484742 U CN201920484742 U CN 201920484742U CN 209907935 U CN209907935 U CN 209907935U
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- bracing
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- place concrete
- beam system
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Abstract
The utility model relates to a strutting arrangement of assembled side fascia, cast-in-place concrete beam system of aluminium template, including long bracing and short bracing, its characterized in that: the upper and lower both ends of long bracing and short bracing are equipped with the external screw thread axostylus axostyle, be equipped with the regulation pivot that is used for adjusting long bracing and short bracing length on the external screw thread axostylus axostyle, the one end of external screw thread axostylus axostyle is equipped with the stationary dog, and the upper end be equipped with on the stationary dog be used for with the side fascia on reserve support bury the circular crotch of piece being connected, the lower extreme the stationary dog is used for being connected with the reinforcing bar clamping ring of. The utility model discloses a strutting arrangement installation is all comparatively convenient with the dismantlement to the piece is buried through the support of the length adaptation different position height of adjusting the pivot control bracing to the bracing device, and it is more convenient to use, reduces the manual work, and the quality is considerable, is worth popularizing and applying.
Description
Technical Field
The utility model relates to a building field, more specifically are strutting arrangement of assembled side fascia, cast-in-place concrete beam system of aluminium template.
Background
With the continuous promotion of building industrialization, the assembly type PC component is increasingly used in house building engineering, and the cooperation construction of the assembly type building and the aluminum template is used as a novel construction method, so that the method has the advantages of labor saving, short construction period, energy saving, environmental protection and the like. The assembled side fascia needs to be fixed after being hoisted to the designated position of a cast-in-place concrete slab, and is connected with the concrete cast-in-place beam on the upper part, inclined struts need to be adopted during fixing, expansion bolts are fixed on the concrete slab by conventional inclined strut devices, the installation and the disassembly are inconvenient, and simultaneously, the embedded line pipes in the slab can be damaged.
SUMMERY OF THE UTILITY MODEL
A primary object of the present invention is to provide a more convenient novel support device for mounting and dismounting, which can effectively solve the problems of the background art.
In order to achieve the above purpose, the utility model adopts the following technical scheme: the utility model provides a strutting arrangement of assembled side fascia, cast-in-place concrete beam system of aluminum mould board, includes long bracing and short bracing, its characterized in that: the upper and lower both ends of long bracing and short bracing are equipped with the regulation pivot, be equipped with the external screw thread axostylus axostyle in the regulation pivot, external screw thread axostylus axostyle one end is passed the regulation pivot and is stretched into the tip of long bracing and short bracing, the other end of external screw thread axostylus axostyle is equipped with the stationary dog, and the upper end be equipped with on the stationary dog be used for with the side fascia on reserve support bury the circular crotch of piece connection, the lower extreme the stationary dog is used for being connected with the reinforcing bar clamping ring of.
As an optimal technical scheme of the utility model, strutting arrangement is still including supporting aluminum mould board, locating plate, reentrant corner aluminum mould board and the counter-tension screw rod of fixed upper portion roof beam.
As an optimal technical scheme of the utility model, the upper and lower tip of long bracing and short bracing is equipped with the screw thread inner chamber that is used for the external screw thread axostylus axostyle to connect.
As an optimized technical scheme of the utility model, be equipped with the wrench movement module of being convenient for wrench movement regulation in adjusting the pivot.
As an optimized technical scheme of the utility model, circular crotch is equipped with the through-hole and buries the piece and suit with supporting to turn round tightly fixedly through the nut.
As an optimal technical scheme of the utility model, the middle part of long bracing and short bracing is equipped with the rotation tongs.
As an optimal technical scheme of the utility model, the rotation tongs uses the ABS plastics preparation to it is equipped with the corrugated line of being convenient for hold the wrench movement to rotate the tongs.
As a preferred technical scheme of the utility model, the fixed claw of the lower extreme of long bracing and short bracing all is connected on the reinforcing bar clamping ring of side fascia bottom.
Compared with the prior art, the utility model provides a possess following beneficial effect:
1. the utility model discloses an innovation point is pre-buried in advance at fixed reinforcing bar clamping ring, has avoided the later stage to drill at the concrete face with the fixed inboard pre-buried spool of destroying of expansion bolts.
2. The assembled side fascia uses long bracing and short bracing fixed simultaneously, and is fixed more surely to be equipped with the regulation pivot, can control the length of bracing, be more suitable for, on the bracing was connected to the side fascia through buckle and nut simultaneously, the installation was simple with the dismantlement.
3. The requirement of antidetonation can be guaranteed to the outer wallboard upper portion roof beam adoption cast-in-place, and the aluminium template is convenient than traditional plank sheathing construction, and purpose-made special reentrant corner template can guarantee that the reentrant corner is square just pleasing to the eye, and the requirement of straightness and roughness has been guaranteed to the locating plate. The supporting device is convenient to construct, labor is reduced, quality is considerable, and the supporting device is worthy of popularization and application.
Drawings
FIG. 1 is a schematic view of the installation of the present invention;
FIG. 2 is a schematic view of the installation of the external wall panel of the present invention;
FIG. 3 is a schematic view of the installation of the upper beam of the present invention;
FIG. 4 is a schematic view of the short diagonal brace of the present invention;
in the figure: 1. the external wall panel comprises an external wall panel, 2 parts of an upper beam, 3 parts of a long inclined strut, 4 parts of a short inclined strut, 5 parts of a rotary gripper, 6 parts of an adjusting rotating shaft, 7 parts of an external thread shaft lever, 8 parts of a fixed claw, 9 parts of a steel bar compression ring, 10 parts of an aluminum template, 11 parts of a positioning plate, 12 parts of an internal corner aluminum template and 13 parts of a counter-pull screw rod.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more clearly understood, the following description is made in detail with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
The utility model discloses a schematic diagram is shown in fig. 1-4, a strutting arrangement of assembled side fascia, cast-in-place concrete beam system of aluminium template, including long bracing 3, short bracing 4, adjust pivot 6, external screw thread axostylus axostyle 7, stationary dog 8, circular crotch, reinforcing bar clamping ring 9, aluminium template 10, locating plate 11, reentrant corner aluminium template 12, to drawing screw 13.
The upper and lower tip of long bracing 3 and short bracing 4 all is equipped with adjusts pivot 6, it is used for the screw thread inner chamber of being connected with external screw thread axostylus axostyle 7 to adjust pivot 6, external screw thread axostylus axostyle 7 is screwed and is passed the screw thread inner chamber and be connected to the tip of long bracing 3 and short bracing 4, the up end of long bracing 3 and short bracing 4, the lower terminal surface are equipped with the screw thread inner chamber that suits with external screw thread axostylus axostyle 7.
The external thread shaft lever 7 penetrates through the adjusting rotating shaft 6 and is connected to the upper end face of the long inclined support 3 and the upper end face of the short inclined support 4 and the thread inner cavity of the lower end face of the long inclined support, the thread inner cavity and the adjusting rotating shaft 6 can lock and fix the external thread shaft lever 7 at the upper end portion and the lower end portion of the inclined support, meanwhile, the adjusting rotating shaft 6 can be used for controlling the external thread shaft lever 7 to be adjusted in a telescopic mode in the thread inner cavity, the length of the long inclined support 3 and the length of the short inclined support 4 are controlled.
One end of the external thread shaft lever 7 penetrates through the end part of the adjusting rotating shaft 6 extending into the inclined strut to fix the external thread shaft lever 7, the other end of the external thread shaft lever 7 is provided with a fixing claw 8, the fixing claw 8 is sleeved into the external thread shaft lever 7, and the fixing claw 8 is fixed on the external thread shaft lever 7 through a bolt on the side surface of the fixing claw 8. Fix the stationary dog 8 of long bracing 3 and 4 upper ends of short bracing is equipped with circular crotch, circular crotch is used for burying the piece with the support of reserving on the side fascia 1 and is connected, circular crotch is equipped with the through-hole and buries the piece and suit with supporting to it is fixed to turn round through the nut. And the fixing claws 8 are fixed at the lower ends of the long inclined strut 3 and the short inclined strut 4 and are used for being connected with a steel bar compression ring 9 welded on the steel bar of the transverse concrete slab surface.
The fixing claws of the lower ends of the long inclined strut 3 and the short inclined strut 4 are connected to the steel bar compression ring 9, the upper end of the fixing claw is fixed on the support embedded part reserved in the vertical external wall panel 1, and the long inclined strut 3 and the short inclined strut 4 are arranged on two sides of the external wall panel 1 to stably fix the external wall panel 1.
The supporting device also comprises an aluminum template 10 for supporting and fixing the upper beam 2, a positioning plate 11, an internal corner aluminum template 12 and a counter-pull screw 13; the aluminum formwork 10 is used for fixing two sides of the upper beam 2, the aluminum formwork 10 on two sides after installation is reinforced by installing a transverse back ridge and a counter-pulling screw 13, the positioning plate 11 is used for positioning the upper part of the aluminum formwork 10 and the bottom surface of the upper beam 2, and the internal corner aluminum formwork 12 is used for supporting and fixing the internal corner of the upper beam 2.
Preferably, the rotating gripper 5 is arranged in the middle of the long inclined strut 3 and the short inclined strut 4, the rotating gripper 5 is made of ABS plastic, and the rotating gripper 5 is provided with concave-convex grains convenient for holding and twisting.
Preferably, the steel bar compression ring 9 is welded and fixed on the steel bars in the horizontal concrete slab surface at the bottom end.
Preferably, the fixing claws 8 at the lower ends of the long inclined strut 3 and the short inclined strut 4 are connected to a steel bar compression ring 9 welded on a floor slab steel bar.
Examples
Strutting arrangement is installed after 1 hoists to take one's place at assembled side fascia, side fascia 1 is pre-buried four supports when pouring and is buried the piece, the bracing device is from last down installation, install the long bracing 3 of both sides earlier, it is fixed well with long bracing 3 and regulation pivot 6, establish external screw thread axostylus axostyle 7 in the regulation pivot 6, 7 one end of external screw thread axostylus axostyle stretches into in the tip screw thread inner chamber of long bracing 3, another pot head has stationary dog 8, establish circular crotch in the stationary dog 8, circular crotch passes through the nut to be fixed on supporting and buries the piece, then it is fixed with the bolt tightening on the stationary dog 8 surfaces. The upper end of the long inclined strut 3 is fixed in place, then the adjusting rotating shaft 6 and the fixing claw 8 at the lower end are installed, the adjusting rotating shaft 6 is fixed at the lower end of the long inclined strut 3, then the external thread shaft rod 7 is fixed with the fixing claw 8, and the fixing claw 8 is connected to the steel bar compression ring 9. After the long inclined struts 3 on the two sides are installed in place, the short inclined strut 4 in the middle is installed by the same method. If the lengths of the long inclined strut 3 and the short inclined strut 4 are insufficient in the installation process, the length of the inclined strut can be adjusted by adjusting the rotating shaft 6, and the external thread shaft rod 7 arranged in the adjusting rotating shaft 6 can be freely adjusted in a telescopic mode. After the assembled external wall panel 1 is fixed in place, the aluminum template 10 of the upper beam 2 is erected, after the aluminum template 10 is assembled, the transverse back edge and the counter-pulling screw 13 are sequentially installed to reinforce, the uppermost part of the upper beam 2 is positioned through the positioning plate 11, and the internal corner part is provided with the special internal corner aluminum template 12. Paste leakage prevention adhesive tapes are pasted between the upper beam 2 and the lower assembled external wall panel 1, so that the concrete of the upper beam 2 can be well prevented from leaking paste.
The basic principles and the main features of the invention and the advantages of the invention have been shown and described above. It will be understood by those skilled in the art that the present invention is not limited to the above embodiments, and that the foregoing embodiments and descriptions are provided only to illustrate the principles of the present invention without departing from the spirit and scope of the present invention. The scope of the invention is defined by the appended claims and equivalents thereof.
Claims (8)
1. The utility model provides a strutting arrangement of assembled side fascia, cast-in-place concrete beam system of aluminum mould board, includes long bracing (3) and short bracing (4), its characterized in that: the utility model discloses a concrete slab, including long bracing (3) and short bracing (4), the upper and lower both ends of long bracing (3) and short bracing (4) are equipped with adjust pivot (6), be equipped with external screw thread axostylus axostyle (7) on adjusting pivot (6), the tip that adjust pivot (6) stretch into long bracing (3) and short bracing (4) is passed to external screw thread axostylus axostyle (7) one end, the other end of external screw thread axostylus axostyle (7) is equipped with stationary dog (8), upper end be equipped with on stationary dog (8) be used for with the side fascia (1) on reserve support bury the circular crotch of being connected, the lower extreme stationary dog (8) are used for being connected with.
2. The supporting device for the fabricated external wall panel and aluminum formwork cast-in-place concrete beam system according to claim 1, wherein: the supporting device further comprises an aluminum template (10) for supporting and fixing the upper beam (2), a positioning plate (11), an internal corner aluminum template (12) and a split screw (13).
3. The supporting device for the fabricated external wall panel and aluminum formwork cast-in-place concrete beam system according to claim 1, wherein: the upper end and the lower end of the long inclined strut (3) and the short inclined strut (4) are provided with threaded inner cavities for connecting the external threaded shaft rod (7).
4. The supporting device for the fabricated external wall panel and aluminum formwork cast-in-place concrete beam system according to claim 1, wherein: and a twisting module convenient for twisting adjustment is arranged on the adjusting rotating shaft (6).
5. The supporting device for the fabricated external wall panel and aluminum formwork cast-in-place concrete beam system according to claim 1, wherein: the circular hook is provided with a through hole which is matched with the support embedded part and is screwed and fixed through a nut.
6. The supporting device for the fabricated external wall panel and aluminum formwork cast-in-place concrete beam system according to claim 1, wherein: and the middle parts of the long inclined strut (3) and the short inclined strut (4) are provided with a rotary gripper (5).
7. The supporting device for the fabricated external wall panel and aluminum formwork cast-in-place concrete beam system according to claim 6, wherein: the rotary gripper (5) is made of ABS plastic, and the rotary gripper (5) is provided with concave-convex grains convenient for holding and twisting.
8. The supporting device for the fabricated external wall panel and aluminum formwork cast-in-place concrete beam system according to claim 1, wherein: the fixing claws (8) at the lower ends of the long inclined strut (3) and the short inclined strut (4) are connected with the steel bar compression ring (9) at the bottom end of the external wall panel (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920484742.4U CN209907935U (en) | 2019-04-11 | 2019-04-11 | Supporting device for assembled external wall panel and aluminum template cast-in-place concrete beam system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920484742.4U CN209907935U (en) | 2019-04-11 | 2019-04-11 | Supporting device for assembled external wall panel and aluminum template cast-in-place concrete beam system |
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| Publication Number | Publication Date |
|---|---|
| CN209907935U true CN209907935U (en) | 2020-01-07 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201920484742.4U Active CN209907935U (en) | 2019-04-11 | 2019-04-11 | Supporting device for assembled external wall panel and aluminum template cast-in-place concrete beam system |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112878665A (en) * | 2021-01-19 | 2021-06-01 | 中天建设集团有限公司 | ALC (autoclaved lightweight concrete) plate and main body synchronous construction structure and construction method |
| CN114046052A (en) * | 2021-11-16 | 2022-02-15 | 上海萌砖节能材料科技有限公司 | Wall hoisting method |
-
2019
- 2019-04-11 CN CN201920484742.4U patent/CN209907935U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112878665A (en) * | 2021-01-19 | 2021-06-01 | 中天建设集团有限公司 | ALC (autoclaved lightweight concrete) plate and main body synchronous construction structure and construction method |
| CN114046052A (en) * | 2021-11-16 | 2022-02-15 | 上海萌砖节能材料科技有限公司 | Wall hoisting method |
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