CN218715093U - Reinforcing system for improving forming qualification rate of cylindrical concrete - Google Patents
Reinforcing system for improving forming qualification rate of cylindrical concrete Download PDFInfo
- Publication number
- CN218715093U CN218715093U CN202223022430.2U CN202223022430U CN218715093U CN 218715093 U CN218715093 U CN 218715093U CN 202223022430 U CN202223022430 U CN 202223022430U CN 218715093 U CN218715093 U CN 218715093U
- Authority
- CN
- China
- Prior art keywords
- cylindrical
- qualification rate
- template
- improving
- reinforcing system
- 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.)
- Active
Links
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to a reinforcing system for improving the qualified rate of cylindrical concrete molding, which belongs to the technical field of building construction; the template comprises two semicircular templates, wherein connecting ports which are matched with each other are arranged on two sides of the two semicircular templates, and the two semicircular templates are encircled and spliced into a cylindrical template through the connecting ports; the upper end and the lower end of the outer wall of the cylindrical template are connected and provided with first flat steels through fixing screws, and the middle part of the outer wall of the cylindrical template is connected and provided with a plurality of second flat steels distributed at intervals in parallel through the fixing screws; the periphery of the outer wall of the cylindrical template is provided with a square wood respectively, and the outer sides of the four square woods are provided with a # -shaped frame; the steel plate has the characteristics of high toughness, light weight, few accessories, simple procedure, flexible assembly, construction period saving and the like.
Description
Technical Field
The utility model relates to an improve cylinder concrete shaping qualification rate reinforcerment system belongs to construction technical field.
Background
With the continuous development of the building industry, the building models are diversified, the structure nodes are gradually complicated, and the cylindrical structure is more and more pursued. Compared with the traditional square column, the construction of the round concrete column increases the difficulty for the site. In order to ensure the concrete forming qualification rate of the cylindrical shaping template and improve the construction turnover effect, the selection of the template system is a key problem concerned by construction units.
SUMMERY OF THE UTILITY MODEL
In order to solve the above-mentioned problem that prior art exists, the utility model provides an improve cylinder concrete shaping qualification rate reinforcerment system.
The technical scheme of the utility model as follows:
a reinforcing system for improving the forming qualification rate of cylindrical concrete comprises two semicircular templates, wherein connectors matched with each other are arranged on two sides of the two semicircular templates, and the two semicircular templates are encircled and spliced into a cylindrical template through the connectors; the upper end and the lower end of the outer wall of the cylindrical template are connected and provided with first flat steels through fixing screws, and the middle part of the outer wall of the cylindrical template is connected and provided with a plurality of second flat steels distributed at intervals in parallel through the fixing screws; the outer wall of the cylindrical template is provided with a square wood respectively all around, and four the square wood outside is provided with the well frame.
Wherein the second flat steel size is 2.3mm multiplied by 30mm, and the first flat steel size is less than 2.3mm multiplied by 50mm.
Wherein the first band width is greater than the second band width.
The distance between every two adjacent second flat steels is 200mm, and the distance between the first flat steel and the second flat steel is larger than the distance between the second flat steels.
Wherein the thickness of each of the four square timbers is 100mm.
Wherein, the thickness of the two semicircular templates is 18mm.
Wherein, the connecting port can be one of a sawtooth groove, a tongue-and-groove or a dislocation groove.
The well-shaped frame is formed by overlapping a plurality of steel pipes, and the steel pipes are connected through fasteners in a screwing mode.
The utility model discloses following beneficial effect has:
1. the utility model relates to an improve cylinder concrete shaping qualification rate reinforcerment system sets up first band steel and second band steel and can consolidate the cylinder template that is formed by two semicircle template concatenations.
2. The utility model relates to an improve cylinder concrete shaping qualification rate reinforcerment system, interval between per two adjacent second band steels sets up to 200mm, and interval between first band steel and the adjacent second band steel is greater than 200mm, can satisfy cylinder template bottom concrete to the lateral pressure of cylinder template.
3. The utility model relates to an improve cylinder concrete shaping qualification rate reinforcerment system, the # -shaped frame can protect the cylinder template not destroyed by the steel pipe, increases holistic stability, both adjusts the straightness that hangs down of frame post, can cushion the pressure of vibrating simultaneously, plays the reinforced (rfd) purpose of secondary.
Drawings
Fig. 1 is a schematic view of a three-dimensional structure of a reinforcing system for increasing the forming pass percent of cylindrical concrete of the present invention;
fig. 2 is a top view of the reinforcing system for increasing the forming pass percent of cylindrical concrete of the present invention;
FIG. 3 is a schematic diagram of a reinforcing system for increasing the pass percent of cylindrical concrete molding according to the present invention, in which the connecting port is a sawtooth groove;
fig. 4 is a schematic diagram of a reinforcing system for increasing the pass percent of cylindrical concrete molding according to the present invention, in which the connecting port is a tongue-and-groove;
fig. 5 is the utility model relates to an improve connector is the schematic diagram in dislocation groove among cylinder concrete shaping qualification rate reinforcerment system.
1-square wood, 21-first flat steel, 22-second flat steel, 3-fixing screws, 4-semicircular templates, 41-connectors, 5-cross frames, 51-fasteners and 6-cylindrical templates.
Detailed Description
The present invention will be described in detail below with reference to the accompanying drawings and specific embodiments.
Referring to fig. 1-5, a reinforcing system for improving the forming qualification rate of cylindrical concrete comprises two semicircular templates 4, wherein connectors 41 matched with each other are arranged on two sides of the two semicircular templates 4, and the two semicircular templates 4 are enclosed and spliced into a cylindrical template 6 through the connectors 41; the upper end and the lower end of the outer wall of the cylindrical template 6 are connected and provided with a first flat steel 21 through fixing screws 3, and the middle part of the outer wall of the cylindrical template is connected and provided with a plurality of second flat steels 22 which are distributed at intervals in parallel through the fixing screws 3; the periphery of the outer wall of the cylindrical template 6 is provided with a square wood 1, and four sides of the square wood 1 are provided with a well-shaped frame 5.
Furthermore, the size of the second flat steel 22 is 2.3mm × 30mm, the size of the first flat steel 21 is smaller than 2.3mm × 50mm, the width of the first flat steel 21 is larger than the width of the second flat steel 22, and the first flat steel 21 and the second flat steel 22 are different in size, so as to adapt to different stresses on two ends and a middle part of the cylindrical formwork 6; the distance between every two adjacent second flat steels 22 is 200mm, and the distance between the first flat steel 21 and the second flat steel 22 is larger than the distance between the second flat steels 22, so that the lateral pressure of concrete at the bottom of the cylindrical template to the cylindrical template can be met.
Furthermore, the thickness of each of the four square timbers 1 is 100mm, and the thickness of each of the two semicircular templates 4 is 18mm.
As shown in fig. 3-5, the connection port 41 may be one of a serrated slot, a tongue-and-groove slot, or a displacement slot.
As shown in fig. 1 and 2, the derrick 5 is formed by overlapping a plurality of steel pipes, and the steel pipes are fastened and connected by fasteners 51.
The utility model discloses a theory of operation:
when the template is used, the two semicircular templates 4 are butted to form the cylindrical template 6, and the two semicircular templates 4 are fixed by the first flat steel 21 and the second flat steel 22; the distance between every two adjacent second flat steels 22 is set to be 200mm, the distance between the first flat steel 21 and the adjacent second flat steel 22 is larger than 200mm, and the lateral pressure of the concrete at the bottom of the cylinder to the formwork is met; after all the first flat steels 21 and the second flat steels 22 are installed, reinforcing the square timbers 1 around the outer walls of the cylindrical templates 6, and erecting the cross-shaped frame 5 outside the square timbers 1 by using steel pipes; the verticality of the cylindrical template 6 is corrected by using the tape measure and the line weight, and after rechecking requirements, the fastener 51 is screwed down, so that the derrick 5 becomes a whole, the cylindrical template 6 is protected from being damaged by the steel pipe, the stability of the whole is improved, the verticality of the frame column is adjusted, the vibration pressure can be buffered, and the purpose of secondary reinforcement is achieved.
The above only is the embodiment of the present invention, not limiting the patent scope of the present invention, all the equivalent structures or equivalent processes that are used in the specification and the attached drawings or directly or indirectly applied to other related technical fields are included in the patent protection scope of the present invention.
Claims (8)
1. The utility model provides an improve cylinder concrete shaping qualification rate reinforcerment system which characterized in that: the template comprises two semicircular templates (4), wherein connecting ports (41) which are matched with each other are arranged on two sides of the two semicircular templates (4), and the two semicircular templates (4) are surrounded and spliced into a cylindrical template (6) through the connecting ports (41); the upper end and the lower end of the outer wall of the cylindrical template (6) are connected and provided with a first flat steel (21) through fixing screws (3), and the middle part of the outer wall of the cylindrical template is connected and provided with a plurality of second flat steels (22) which are distributed at intervals in parallel through the fixing screws (3); the outer wall of the cylindrical template (6) is provided with a square wood (1) all around, and four the square wood (1) outside is provided with the well-shaped frame (5).
2. The reinforcing system for improving the forming qualification rate of the cylindrical concrete as claimed in claim 1, wherein: the second flat steel (22) is 2.3mm multiplied by 30mm in size, and the first flat steel (21) is less than 2.3mm multiplied by 50mm in size.
3. The reinforcing system for improving the forming qualification rate of the cylindrical concrete as claimed in claim 2, wherein: the width of the first flat steel (21) is greater than the width of the second flat steel (22).
4. The reinforcing system for improving the forming qualification rate of the cylindrical concrete as claimed in claim 1, wherein: the distance between every two adjacent second flat steels (22) is 200mm, and the distance between the first flat steel (21) and the second flat steel (22) is larger than the distance between the second flat steels (22).
5. The reinforcing system for improving the forming qualification rate of the cylindrical concrete as claimed in claim 1, wherein: the thickness of each of the four square timbers (1) is 100mm.
6. The reinforcing system for improving the forming qualification rate of the cylindrical concrete as claimed in claim 1, wherein: the thicknesses of the two semicircular templates (4) are 18mm.
7. The reinforcing system for improving the forming qualification rate of the cylindrical concrete as claimed in claim 1, wherein: the connecting port (41) can be one of a sawtooth groove, a tongue-and-groove or a dislocation groove.
8. The reinforcing system for improving the forming qualification rate of the cylindrical concrete as claimed in claim 1, wherein: the derrick (5) is formed by overlapping a plurality of steel pipes, and the steel pipes are screwed and connected through fasteners (51).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202223022430.2U CN218715093U (en) | 2022-11-14 | 2022-11-14 | Reinforcing system for improving forming qualification rate of cylindrical concrete |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202223022430.2U CN218715093U (en) | 2022-11-14 | 2022-11-14 | Reinforcing system for improving forming qualification rate of cylindrical concrete |
Publications (1)
Publication Number | Publication Date |
---|---|
CN218715093U true CN218715093U (en) | 2023-03-24 |
Family
ID=85617131
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202223022430.2U Active CN218715093U (en) | 2022-11-14 | 2022-11-14 | Reinforcing system for improving forming qualification rate of cylindrical concrete |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN218715093U (en) |
-
2022
- 2022-11-14 CN CN202223022430.2U patent/CN218715093U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN210887275U (en) | Concrete pile bearing platform template structure | |
CN108589965A (en) | Highly seismic region unreinforced viscous damping wall and its construction method | |
CN110029813B (en) | Wall formwork construction method at deformation joint | |
CN102409852B (en) | Construction method for wood formwork with bigger circular structure by taking reinforcing steel bar as lateral rear edge | |
CN218715093U (en) | Reinforcing system for improving forming qualification rate of cylindrical concrete | |
CN113152893A (en) | Template for building construction and using method | |
CN219773324U (en) | Concrete beam plate structure | |
CN110984568A (en) | Water stop ridge platform template device and construction method | |
CN216516881U (en) | Building plank sheathing wall post positive angle steel is stupefied and wall post plank sheathing braced system once | |
CN216042665U (en) | Template for building construction | |
CN214834809U (en) | Template drilling-free clamp | |
CN212201280U (en) | Stagnant water bank platform template device | |
CN113882659A (en) | Anti-deformation system of special building template combined structure | |
CN112196260A (en) | Assembly type template of foreign-style house outer eave concrete structure and construction method thereof | |
CN111706006A (en) | Integrated reinforced bar mould-free cast-in-situ concrete column | |
CN206917012U (en) | Assembly concrete lining structural assembly | |
CN218205698U (en) | A formwork structure for high-rise building constructional column | |
CN221345895U (en) | Pre-buried bolt positioner of shock insulation support for building | |
KR200292762Y1 (en) | The fixers of a central supporting bar to construct Al-forms for a wall | |
CN110714442A (en) | Slope protection plate and flexible connection surface protection system | |
CN216949533U (en) | Opposite-pulling screw mounting structure for steel frame plastic formwork | |
CN216664969U (en) | Aluminum-wood combined template engineering wall template heightening structure | |
CN216196610U (en) | Integral fixture for beam side wall | |
CN219343980U (en) | High-strength alloy template system | |
CN219080964U (en) | Make things convenient for metal form system of dismouting |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |