CN214942312U - Large-plane vertical template structure without rivet fixation - Google Patents
Large-plane vertical template structure without rivet fixation Download PDFInfo
- Publication number
- CN214942312U CN214942312U CN202120532892.5U CN202120532892U CN214942312U CN 214942312 U CN214942312 U CN 214942312U CN 202120532892 U CN202120532892 U CN 202120532892U CN 214942312 U CN214942312 U CN 214942312U
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- China
- Prior art keywords
- outer frame
- plane
- frame
- steel plate
- support rod
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 34
- 239000010959 steel Substances 0.000 claims abstract description 34
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 11
- 229910052782 aluminium Inorganic materials 0.000 claims abstract description 10
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims abstract description 10
- 238000010276 construction Methods 0.000 claims abstract description 5
- 238000004873 anchoring Methods 0.000 claims description 8
- 238000009415 formwork Methods 0.000 claims description 8
- 229910052751 metal Inorganic materials 0.000 claims description 7
- 239000002184 metal Substances 0.000 claims description 7
- 238000007493 shaping process Methods 0.000 abstract description 6
- 238000005728 strengthening Methods 0.000 description 10
- 239000004411 aluminium Substances 0.000 description 6
- 230000000694 effects Effects 0.000 description 3
- 238000009434 installation Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
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Abstract
The utility model provides a no rivet fixed big perpendicular template structure in plane, includes outer frame (1), its characterized in that: a steel plate plane (2) is fixed on the plane on one side of the outer frame (1), a plurality of reinforcing cross beams (3) are transversely and fixedly arranged on the outer frame (1) and positioned on the back of the steel plate plane (2), a plurality of reinforcing longitudinal beams (4) are longitudinally and fixedly arranged on the outer frame (1) and positioned on the back of the steel plate plane (2), an aluminum template (5) is arranged inside the outer frame (1) and positioned on the outer surface of the steel plate plane (2), and the outer frame (1), the fixed a plurality of fixing bases (6) that are provided with of symmetry on web beam (3) or web beam (4), the outer end of support frame (8) is connected with diagonal bracing structure through articulated shaft (9), the utility model discloses rational in infrastructure adopts big plane perpendicular template structure, and it is all very convenient to install and dismantle, and the shaping of the outer facade of concrete is effectual, and the efficiency of construction has obtained the improvement.
Description
Technical Field
The utility model relates to a template structure especially relates to a perpendicular template structure in big plane of no fix with rivet belongs to building engineering technical field.
Background
The pouring of concrete in building engineering generally can install the template structure earlier, generally adopts the plank sheathing structure, and the durability of plank sheathing structure is not good, and the number of times of use is limited. If to concrete placement of large tracts of land, adopt traditional plank sheathing structure generally all to need the polylith to splice to need a lot of rivets to install and anchor or fix the plank sheathing through pulling the screw rod, the installation of template structure is all great with the dismantlement degree of difficulty, also can influence the shaping effect of concrete facade simultaneously. The technical problem is solved by lacking a rivet-free fixed large-plane vertical template structure which is convenient to mount and dismount and good in adjustability and can be repeatedly used.
Disclosure of Invention
The utility model aims at current template simple structure, concatenation formula form setting and the dismantlement degree of difficulty are all great, and the rivet or other anchor structure that adopt can influence the shaping effect of the outer facade of concrete, and the lower defect of efficiency of construction is with not enough, provide a rational in infrastructure, adopt the perpendicular template structure in big plane, and it is all very convenient to install and dismantle, and the shaping of the outer facade of concrete is effectual, and the efficiency of construction has obtained the large-scale perpendicular plane template structure of a no fix with rivet who improves.
In order to achieve the above object, the technical solution of the present invention is: the utility model provides a perpendicular template structure in big plane of no rivet fixed, includes outer frame, its characterized in that: the steel plate plane is fixed on the plane of outer frame one side, the outer frame is provided with many strengthening beams on the horizontal fixed many that are provided with on just being located the planar back of steel plate on the outer frame, the outer frame is provided with many enhancement longerons on just being located the planar back of steel plate and vertically upwards fixing, the inside of outer frame just is located the planar surface of steel plate and is provided with the aluminium template, outer frame, the last symmetry of strengthening beam or enhancement longeron is fixed and is provided with a plurality of fixing bases, the round pin axle mounting hole has been seted up on the fixing base, install the support frame through the round pin axle in the round pin axle mounting hole, the outer end of support frame is connected with slant bearing structure through the articulated shaft.
Furthermore, the support frame is a triangular pyramid or triangular prism metal frame structure, and a hinge shaft, a connecting hole or a connecting seat connected with the inclined support structure is installed on the outer side of the metal frame structure.
Further, the diagonal bracing structure includes diagonal bracing piece and lower diagonal bracing piece, goes up the diagonal bracing piece and is located down the diagonal bracing piece directly over, goes up the upper end of diagonal bracing piece and is connected with the support frame, and the upper end of lower diagonal bracing piece is located diagonal bracing piece and support frame hookup location directly under, goes up the lower extreme of diagonal bracing piece and lower diagonal bracing piece and is connected with the anchor seat respectively.
Furthermore, the anchoring seat is fixed on the ground through a vertical fixing rod, or the anchoring seat is directly fixed on a wall body outside the outer frame.
Furthermore, an embedded part fixing seat is fixedly arranged at the bottom of the outer frame, and an embedded connecting piece connected with the steel bars in the pouring area is connected to the embedded part fixing seat.
The utility model has the advantages that:
1. the utility model discloses a steel structural framework to carry out the structure reinforcement through web beam and enhancement longeron, one side of outer frame is fixed with the steel sheet plane, has guaranteed the overall stability of big plane template, just can be convenient through slant bearing structure simultaneously the height and the angle of adjusting the formwork.
2. The utility model discloses rational in infrastructure, it is all very convenient to install and dismantle, does not have rivet or other anchor structure on the template plane, and the shaping of facade outside the concrete is effectual, and the efficiency of construction has obtained the improvement.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Fig. 2 is a schematic side view of the utility model in use.
In the figure: the steel plate fixing frame comprises an outer frame 1, a steel plate plane 2, a reinforcing cross beam 3, a reinforcing longitudinal beam 4, an aluminum template 5, a fixing seat 6, a pin shaft mounting hole 7, a supporting frame 8, a hinged shaft 9, an upper inclined supporting rod 10, a lower inclined supporting rod 11, an anchoring seat 12, a pre-buried connecting piece 13 and a pre-buried piece fixing seat 14.
Detailed Description
The invention will be described in further detail with reference to the following description and embodiments with reference to the accompanying drawings:
referring to fig. 1 and 2, the utility model discloses a large-scale vertical plane template structure of no rivet fixation, including outer frame 1, its characterized in that: be fixed with steel sheet plane 2 on the plane of outer frame 1 one side, outer frame 1 is gone up and is located the fixed many strengthening beams 3 that are provided with on the back horizontal of steel sheet plane 2, outer frame 1 is gone up and is located the fixed many enhancement longerons 4 that are provided with on the back of steel sheet plane 2 is vertical, outer frame 1's inside and be located and be provided with aluminium template 5 on the surface of steel sheet plane 2, outer frame 1, strengthening beams 3 or strengthen longeron 4 and go up the fixed a plurality of fixing bases 6 that are provided with of symmetry, round pin axle mounting hole 7 has been seted up on fixing base 6, install support frame 8 through the round pin axle in the round pin axle mounting hole 7, support frame 8's outer end is connected with the slant support structure through articulated shaft 9.
The support frame 8 is a triangular pyramid or triangular prism metal frame structure, and a hinge shaft 9, a connecting hole or a connecting seat connected with the oblique support structure are arranged on the outer side of the metal frame structure.
The slant support structure includes slant bracing piece 10 and lower slant bracing piece 11, goes up slant bracing piece 10 and is located under slant bracing piece 11 directly over, goes up the upper end of slant bracing piece 10 and is connected with support frame 8, and the upper end of lower slant bracing piece 11 is located under slant bracing piece 10 and the 8 hookup location of support frame, goes up slant bracing piece 10 and is connected with anchor seat 12 with the lower extreme of lower slant bracing piece 11 respectively.
The anchoring base 12 is fixed on the ground through a vertical fixing rod, or the anchoring base 12 is directly fixed on the wall outside the outer frame 1.
An embedded part fixing seat 14 is fixedly arranged at the bottom of the outer frame 1, and an embedded part connecting piece 13 connected with the steel bars in the pouring area is connected to the embedded part fixing seat 14.
Referring to fig. 1, the utility model discloses outer frame 1 is steel structural framework, is fixed with steel sheet plane 2 on the plane of outer frame 1 one side, and steel sheet plane 2 is used for the reference plane as installation aluminum mould board 5 or plank sheathing. The back that just lies in steel sheet plane 2 on the outer frame 1 is fixed transversely to be provided with many strengthening crossbeams 3, and the back that just lies in steel sheet plane 2 on the outer frame 1 is fixed vertically to be provided with many strengthening longerons 4, and strengthening crossbeam 3 and strengthening longeron 4 play fixed and limiting displacement at the back of steel sheet plane 2, and outer frame 1, strengthening crossbeam 3 and strengthening longeron 4 reciprocal anchorage have formed an integral structure.
The inside of outer frame 1 just is located and is provided with aluminium template 5 or plank sheathing on the surface of steel sheet plane 2, and aluminium template 5 or plank sheathing are detachable structure, and aluminium template 5 or plank sheathing surfacing do not have structures that influence concrete surface shaping effect such as rivet or fixed orifices, and aluminium template 5 or plank sheathing are the great monoblock template of area moreover. A plurality of fixing seats 6 are symmetrically and fixedly arranged on the outer frame 1, the reinforcing cross beam 3 or the reinforcing longitudinal beam 4, and the fixing seats 6 are used as connecting and fixing structures of the steel structure frame and the supporting frame. The fixing seat 6 is provided with a pin shaft mounting hole 7, a support frame 8 is mounted in the pin shaft mounting hole 7 through a pin shaft, the support frame 8 is of a triangular pyramid or triangular prism type metal frame structure, the support frame 8 is of an integral steel pipe or channel steel frame structure, and a support structure formed by movably connecting a plurality of support rods can be adopted.
The outer end of support frame 8 is connected with diagonal bracing structure through articulated shaft 9, diagonal bracing structure includes diagonal bracing piece 10 and lower diagonal bracing piece 11, it is located down directly over diagonal bracing piece 11 to go up diagonal bracing piece 10, the upper end of going up diagonal bracing piece 10 is connected with support frame 8, the upper end of lower diagonal bracing piece 11 is located diagonal bracing piece 10 and support frame 8 hookup location under, the lower extreme of going up diagonal bracing piece 10 and lower diagonal bracing piece 11 is connected with anchor seat 12 respectively, just can be convenient height and the angle of regulation formwork through diagonal bracing structure. The anchor 12 is fixed on the ground by a vertical fixing rod, or the anchor 12 is directly fixed on the wall outside the outer frame 1.
In addition, in order to ensure that the template structure bottom is fixed firm when pouring and vibrating the concrete, the utility model discloses a carry out supplementary fixed structure by pre-buried connecting piece 13 and built-in fitting fixing base 14, at the fixed built-in fitting fixing base 14 that is provided with in the bottom of outer frame 1, be connected with the pre-buried connecting piece 13 that is connected with the reinforcing bar of pouring in the region on the built-in fitting fixing base 14, pre-buried connecting piece 13 is detachable swing joint with built-in fitting fixing base 14. After the concrete pouring is completed and the formwork stripping conditions are met, the embedded part fixing seats 14 are loosened, so that the embedded part fixing seats 14 are separated from the embedded connecting pieces 13, and the formwork stripping structure can be conveniently stripped after the inclined supporting structure is disassembled, so that the formwork stripping is completed.
The above description is for further details of the present invention, and the detailed implementation of the present invention is not limited to these descriptions, and for those skilled in the art to which the present invention pertains, the present invention can be easily replaced, modified and changed without departing from the inventive concept of the present invention, and all of the simple replacements, modifications and changes should be considered as belonging to the protection scope of the present invention.
Claims (5)
1. The utility model provides a no rivet fixed big perpendicular template structure in plane, includes outer frame (1), its characterized in that: the steel plate plane (2) is fixed on the plane of one side of the outer frame (1), a plurality of reinforcing cross beams (3) are transversely and fixedly arranged on the back of the steel plate plane (2) on the outer frame (1), a plurality of reinforcing longitudinal beams (4) are longitudinally and fixedly arranged on the back of the steel plate plane (2) on the outer frame (1), an aluminum template (5) is arranged on the outer surface of the steel plate plane (2) inside the outer frame (1) and on the outer surface of the steel plate plane (2), the outer frame (1), the reinforcing cross beams (3) or the reinforcing longitudinal beams (4) are symmetrically and fixedly provided with a plurality of fixing seats (6), pin shaft mounting holes (7) are formed in the fixing seats (6), supporting frames (8) are installed in the pin shaft mounting holes (7) through pins, and the outer ends of the supporting frames (8) are connected with oblique supporting structures through hinged shafts (9).
2. The rivetless large-plane vertical formwork structure of claim 1, wherein: the support frame (8) is a triangular pyramid or triangular prism metal frame structure, and a hinge shaft (9), a connecting hole or a connecting seat connected with the oblique support structure are arranged on the outer side of the metal frame structure.
3. The rivetless large-plane vertical formwork structure of claim 1, wherein: the slant support structure comprises an upper slant support rod (10) and a lower slant support rod (11), the upper slant support rod (10) is positioned right above the lower slant support rod (11), the upper end of the upper slant support rod (10) is connected with the support frame (8), the upper end of the lower slant support rod (11) is positioned right below the connecting position of the upper slant support rod (10) and the support frame (8), and the lower ends of the upper slant support rod (10) and the lower slant support rod (11) are respectively connected with the anchoring seat (12).
4. A rivetless large flat vertical panel construction as recited in claim 3, wherein: the anchoring seat (12) is fixed on the ground through a vertical fixing rod, or the anchoring seat (12) is directly fixed on a wall body outside the outer frame (1).
5. The rivetless large-plane vertical formwork structure of claim 1, wherein: the bottom of the outer frame (1) is fixedly provided with an embedded part fixing seat (14), and an embedded connecting piece (13) connected with steel bars in a pouring area is connected to the embedded part fixing seat (14).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120532892.5U CN214942312U (en) | 2021-03-15 | 2021-03-15 | Large-plane vertical template structure without rivet fixation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120532892.5U CN214942312U (en) | 2021-03-15 | 2021-03-15 | Large-plane vertical template structure without rivet fixation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214942312U true CN214942312U (en) | 2021-11-30 |
Family
ID=79040551
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120532892.5U Expired - Fee Related CN214942312U (en) | 2021-03-15 | 2021-03-15 | Large-plane vertical template structure without rivet fixation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214942312U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116905810A (en) * | 2023-07-28 | 2023-10-20 | 中冶天工集团有限公司 | Novel post-pouring constructional column construction template and construction method |
-
2021
- 2021-03-15 CN CN202120532892.5U patent/CN214942312U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116905810A (en) * | 2023-07-28 | 2023-10-20 | 中冶天工集团有限公司 | Novel post-pouring constructional column construction template and construction method |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20211130 |