CN219528403U - Detachable beam template for building - Google Patents
Detachable beam template for building Download PDFInfo
- Publication number
- CN219528403U CN219528403U CN202320555324.6U CN202320555324U CN219528403U CN 219528403 U CN219528403 U CN 219528403U CN 202320555324 U CN202320555324 U CN 202320555324U CN 219528403 U CN219528403 U CN 219528403U
- Authority
- CN
- China
- Prior art keywords
- template
- beam side
- side template
- adjusting
- detachable
- 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
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
Abstract
The utility model relates to the technical field of beam template support, and particularly discloses a detachable beam template for a building, which comprises a beam side template, a beam bottom template and a supporting rod, wherein a rotating shaft is arranged at the joint of the beam side template and the beam bottom template; the rapid splicing assembly realizes rapid connection and disassembly between the adjacent beam side templates and the beam bottom templates, and improves the construction efficiency of constructors; the fixing assembly realizes rapid reinforcement of the beam side template, and compared with the reinforcement of the beam side template of a comparison document, the beam side template has the advantages of saving the reinforcement time and improving the reinforcement efficiency; the quick assembly and disassembly assembly realizes quick assembly and disassembly of the support rod, and further improves the construction efficiency of constructors.
Description
Technical Field
The utility model relates to the technical field of beam template support, in particular to a detachable beam template for construction.
Background
In building construction, the beam is used as one of the most important weighing structures in the building, and has the functions of increasing the structural integrity, improving the house space rigidity and the like, and when an earthquake or other large vibration affects the house, the beam can enable the upper load generated by the earthquake or other large vibration on the building to be transferred to the foundation, so that the integral anti-seismic effect of the building is realized, however, the forming effect of the beam is greatly dependent on the quality of the formwork of the beam template in the construction stage, and therefore, the formwork of the beam is particularly important.
At present, most beam templates are erected in a wood pattern reinforcing mode, which comprises beam side templates, beam bottom templates, opposite-pulling screws, nails, main keels, secondary keels and supporting rods, and is specifically: the method comprises the steps that firstly, a plurality of sections of beam side templates and a plurality of sections of beam bottom templates are spliced on a support frame body through nails, then, secondary keels are fixedly installed on the beam side templates and the beam bottom templates respectively through the nails, the beam side templates are installed on two sides of beam steel bars, and the beam bottom templates are installed on support rods below the beam bottom steel bars.
To the above-mentioned related art, the concatenation between multistage roof beam side form, the multistage beam bottom form and the fixed of secondary joist need a plurality of nails, and when the both sides template carries out to drawing, need to use a plurality of to drawing the screw rod, the installation is comparatively troublesome, and dismantle inconvenient, so need to improve this.
Disclosure of Invention
In order to improve the assembly and disassembly efficiency of constructors to the beam template, the utility model provides the detachable beam template for the building.
The utility model provides a detachable beam template for building, which adopts the following technical scheme:
detachable beam template for building, including roof beam side form board, beam bottom form board and bracing piece, its characterized in that: the beam side template with the junction of beam bottom template is provided with the axis of rotation, the beam side template with the beam bottom template passes through the axis of rotation rotates to be connected, adjacent be provided with the quick concatenation subassembly that splices fast between beam side template and the adjacent beam bottom template, be provided with on the beam side template fast right the beam side template consolidates the reinforcement subassembly, the beam bottom template with be provided with fast right between the bracing piece the quick assembly of tearing open of dismantlement and installation is carried out to the bracing piece.
By adopting the technical scheme, the connection between the beam side template and the beam bottom template is realized by the arrangement of the rotating shaft, and meanwhile, the angle between the beam side template and the beam bottom template is also adjusted, so that the beam body is conveniently supported, and meanwhile, the beam side template and the beam bottom template are conveniently transported; the rapid splicing assembly realizes rapid connection and disassembly between the adjacent beam side templates and the beam bottom templates, and improves the construction efficiency of constructors; the fixing assembly realizes rapid reinforcement of the beam side template, and compared with the reinforcement of the beam side template of a comparison document, the beam side template has the advantages of saving the reinforcement time and improving the reinforcement efficiency; the quick assembly and disassembly assembly realizes quick assembly and disassembly of the support rod, and further improves the construction efficiency of constructors.
Optionally, the quick splice assembly includes joint piece, fixed plate and first mounting, the joint piece set up in the roof beam side form with the one end tip of beam bottom template, the roof beam side form with the other end of beam bottom template corresponds the joint groove has been seted up to the joint piece, the fixed plate set up in the neighborhood the tip of the mutual joint of roof beam side form, first mounting set up in on the fixed plate, the neighborhood the roof beam side form with the neighborhood the beam bottom template passes through first mounting fixed connection.
Through adopting above-mentioned technical scheme, with the joint piece and the mutual joint of joint groove that beam side form board and beam bottom template tip set up can carry out preliminary connection with adjacent beam side form board and adjacent beam bottom template, can carry out further fixing with beam side form board and beam bottom template through the first mounting that sets up on the fixed plate after rotating beam side form board and beam bottom template to suitable angle, connect beam side form board and beam bottom template into a whole, improve the stability of joint.
Optionally, the reinforcement assembly includes fixed riser, fixed horizontal pole, fixed diaphragm, movable plate and second mounting, fixed riser set up perpendicularly in fixed diaphragm both ends, fixed horizontal pole run through set up in on the fixed riser, the fixed horizontal pole other end with the movable plate is connected, fixed horizontal pole passes through second mounting fixed mounting is in on the fixed riser.
Through adopting above-mentioned technical scheme, carry out preliminary butt with movable plate and roof beam side form earlier, rethread second mounting is fixed the horizontal pole on fixed riser to can make carry out the butt that closely is tight between movable plate and the roof beam side form, realize the reinforcement to the roof beam side form, when roof beam body width inconsistent, still accessible second mounting is adjusted the fixed position of fixed horizontal pole on the fixed column, thereby satisfies the requirement of different roof beam body width.
Optionally, the quick assembly and disassembly subassembly includes spigot and socket end and spigot and socket portion, spigot and socket portion set up in fixed diaphragm with the beam bottom template is kept away from the below of the roof beam body, the spigot and socket end set up in the tip of bracing piece.
Through adopting above-mentioned technical scheme, can realize installing the bracing piece in fixed diaphragm and beam bottom template below fast with socket joint each other between socket joint end and the socket joint portion to support beam bottom template.
Optionally, an adjusting component for adjusting the height of the support rod is arranged on the support rod.
Through adopting above-mentioned technical scheme, adjusting part can adjust the height of bracing piece to satisfy the different requirement of bracing piece height that needs under different roof beam body heights.
Optionally, the adjusting component includes adjusting lever and regulation seat, adjust the pole set up in on the regulation seat, set up threaded hole on the adjusting lever, the one end that the support rod kept away from the roof beam body corresponds the threaded hole is provided with the screw thread.
Through adopting above-mentioned technical scheme, carry out threaded connection with the bracing piece between tip that the bracing piece is provided with the screw thread and the screw hole, can realize the regulation to bracing piece height through rotatory bracing piece or regulation pole, the setting of adjusting the seat has increased the area of contact between regulation pole and the ground to the stability of regulation pole and bracing piece has been improved.
Optionally, a reinforcing rib is arranged between the outer peripheral wall of the adjusting rod and the adjusting seat.
Through adopting above-mentioned technical scheme, the setting of strengthening rib can reduce the deformation of adjusting between pole and the regulation seat when using the regulation pole, thereby has avoided because of the great influence to the beam bottom support instability that leads to inclination great when the bracing piece supports of deformation.
Optionally, a sealing layer is disposed on a contact surface where the beam side template and the beam bottom template are clamped with each other.
By adopting the technical scheme, the sealing layer reduces the gap at the joint of the beam side template and the beam bottom template, and reduces the leakage of concrete when the beam body is concreted subsequently.
In summary, the present utility model includes at least one of the following beneficial technical effects:
1. the arrangement of the rotating shaft realizes the connection between the beam side template and the beam bottom template, and simultaneously realizes the adjustment of the angle between the beam side template and the beam bottom template, thereby facilitating the formwork support of beams with different sections and the transportation of the beam side template and the beam bottom template;
2. the rapid splicing assembly realizes rapid connection and disassembly between the adjacent beam side templates and the beam bottom templates, and improves the construction efficiency of constructors;
3. the quick assembly and disassembly assembly realizes quick assembly and disassembly of the support rod, and further improves the construction efficiency of constructors;
4. the fixed subassembly has realized can carry out quick reinforcement to the roof beam side form, compares in the roof beam side form reinforcement of contrast file, has saved the reinforcement time, has improved reinforcement efficiency.
Drawings
FIG. 1 is a schematic view of the overall structure of a detachable beam form for construction;
FIG. 2 is another view angle schematic of FIG. 1;
reference numerals: 1. a beam side form; 2. a beam bottom template; 3. a rotating shaft; 4. a rapid splicing assembly; 41. a clamping block; 42. a fixing plate; 43. a first fixing member; 5. a reinforcement assembly; 51. fixing the vertical plate; 52. fixing the cross bar; 53. fixing the transverse plate; 54. a moving plate; 55. a second fixing member; 6. the assembly is quickly installed and disassembled; 61. a spigot-and-socket end; 62. a socket; 7. an adjustment assembly; 71. an adjusting rod; 72. an adjusting seat; 8. reinforcing ribs.
Detailed Description
The present utility model will be described in further detail with reference to fig. 1-2.
The embodiment of the utility model discloses a detachable beam template for building.
Referring to fig. 1 and 2, the detachable beam template for building comprises a beam side template 1, a beam bottom template 2 and a supporting rod, wherein the supporting rod is not marked in the figure, a rotating shaft 3 is arranged at the joint of the beam side template 1 and the beam bottom template 2, the beam side template 1 and the beam bottom template 2 are rotationally connected through the rotating shaft 3, a rapid splicing assembly 4 is arranged between the adjacent beam side template 1 and the adjacent beam bottom template 2, a reinforcing assembly 5 is arranged on the beam side template 1, and a rapid dismounting assembly 6 is arranged between the beam bottom template 2 and the supporting rod.
When the beam body is supported by the templates, the connection between the beam side templates 1 and the beam bottom templates 2 needs more nails and has a common fixing effect, and the situation of slurry leakage between part of the beam body templates and the beam bottom templates 2 can occur after the beam body concrete is poured; therefore, the rotating shaft 3 is arranged at the joint of the beam side template 1 and the beam bottom template 2, so that the beam side template 1 and the beam bottom template 2 are conveniently connected, and meanwhile, the stability of the connection between the beam side template 1 and the beam bottom template 2 is improved;
and our quick concatenation subassembly 4 can make and splice fast between adjacent beam side form board 1 and the adjacent beam bottom form board 2, and reinforcement assembly 5 can carry out quick reinforcement to beam side form board 1, and quick installation and dismantlement can be carried out to the bracing piece to quick installation and dismantlement are installed to quick assembly 6 to improve the work efficiency that constructor strutted beam side form board 1 and beam bottom form board 2
Referring to fig. 1 and 2, when splicing the adjacent beam side forms 1 and the adjacent beam bottom forms 2, it is found that the splicing between the adjacent forms needs to be fixed by a plurality of cross runners, so that the quick splicing assembly 4 comprises a clamping block 41, a fixing plate 42 and a first fixing piece 43; the clamping blocks 41 are integrally arranged at one end parts of the beam side templates 1 and the beam bottom templates 2, the other end of the beam side templates is provided with clamping grooves corresponding to the clamping blocks 41, the clamping grooves are not marked in the drawing, and the fixing plates 42 are integrally arranged at the end parts of the beam side templates 1, which are mutually clamped; the beam side template 1 and the beam bottom template 2 can be preliminarily connected through mutual clamping between the clamping blocks 41 and the clamping grooves;
in this embodiment, the first fixing member 43 is a bolt and a nut, the fixing plate 42 is provided with a mounting hole corresponding to the bolt, the adjacent beam side template 1 and the adjacent beam bottom template 2 are mounted with the bolt in the mounting hole, and the bolt is fixed by the nut to achieve a fixed connection to form a whole, and the bolt and the nut are a preferred mode of this embodiment, and may have other structures in other embodiments.
Referring to fig. 1 and 2, in order to reduce the gap between the beam side form 1 and the beam bottom form 2, we further attach a sealing layer at the connection between the beam side form 1 and the beam bottom form 2, which is not labeled in the figure, so as to reduce the possibility of slurry leakage when concrete casting the beam body, in this embodiment, the sealing layer is a rubber layer, which is a preferred mode of this embodiment, and in other embodiments may be soft plastic, etc.
Referring to fig. 1 and 2, when the beam side form 1 and the beam bottom form 2 are installed, we find that since the rotation shaft 3 is provided between the beam side form 1 and the beam bottom form 2, the stability between the beam side form 1 and the beam bottom form 2 is poor, we provide a fixing assembly for fixing the beam side form 1, the fixing assembly including a fixing riser 51, a fixing rail 52, a fixing cross plate 53, a moving plate 54, and a second fixing member 55;
the fixed vertical plates 51 are integrally and vertically arranged at two ends of the fixed transverse plates 53, the fixed transverse rods 52 are vertically and movably arranged on the fixed vertical plates 51, the movable plates 54 are integrally arranged at one end of the fixed transverse rods 52 close to the beam body, the movable plates 54 are initially abutted with the beam side templates 1, and the positions of the fixed transverse rods 52 are adjusted through the second fixing pieces 55, so that the movable plates 54 are tightly abutted with the beam side templates 1, and the reinforcement of the beam side templates 1 is realized;
in this embodiment, the second fixing member 55 is two nuts, the fixing cross bar 52 is threaded corresponding to the nuts, the two nuts are respectively in threaded connection with the fixing cross bar 52 and are respectively located at two ends of the fixing vertical plate 51, so that the fixing of the fixing cross bar 52 on the fixing vertical plate 51 is achieved, and the two nuts are a preferred mode in this embodiment, and may be a left-handed nut, a right-handed nut, or the like in other embodiments.
Referring to fig. 1 and 2, when the beam bottom formwork 2 is supported, it is found that it is troublesome to support the beam bottom formwork 2, so that the quick assembly and disassembly assembly 6 includes a socket end 61 and a socket end 61, the socket end 61 is integrally disposed at an end of the support rod, the socket end 61 is integrally disposed on a surface of the fixed cross plate 53 and the beam bottom formwork 2 away from the beam body, and quick assembly of the support rod can be achieved by mutually plugging the socket end 61 and the socket end 61;
referring to fig. 1 and 2, when the supporting rods are installed, when the heights of the beam bodies are inconsistent, the heights of the supporting rods need to be adjusted, so that an adjusting assembly 7 for adjusting the heights of the supporting rods is arranged below the supporting rods, the adjusting assembly 7 comprises an adjusting rod 71 and an adjusting seat 72, the adjusting rod 71 is integrally arranged on the adjusting seat 72, one end, far away from the adjusting seat 72, of the adjusting rod 71 is provided with a threaded hole, one end, far away from the beam bodies, of the supporting rod is provided with threads corresponding to the threaded hole, and the threaded hole and the threads are not marked in the figure;
through carrying out threaded connection with the screw thread end of bracing piece and adjusting the screw hole on the pole 71, can install the bracing piece on adjusting the pole 71, rotatory bracing piece or adjust pole 71 and can realize the regulation to bracing piece height, use the pole 71 for a long time probably to lead to the fact and adjust pole 71 and adjust taking place deformation between the seat 72, lead to bracing piece inclination too big to the support of beam bottom template 2 to cause the influence, consequently we have set up strengthening rib 8 in the junction of adjusting pole 71 and adjusting seat 72.
The implementation principle of the detachable beam template for the building provided by the embodiment of the utility model is as follows:
the adjacent beam side templates 1 and the beam bottom templates 2 are directly connected in a rotating way through the rotating shaft 3, when the adjacent beam side templates 1 and the adjacent beam bottom templates 2 are required to be connected in a quick way, the clamping blocks 41 and the clamping grooves are mutually clamped, and then the beam side templates and the beam bottom templates are fixedly connected into a whole through the first fixing pieces 43 on the fixing plates 42; when the beam side template 1 needs to be quickly reinforced, the second fixing piece 55 is adjusted to tightly abut the moving plate 54 with the beam side template 1; when the beam bottom template 2 needs to be supported quickly, the spigot and socket ends 61 at the end parts of the support rods and the spigot and socket parts 62 on the beam bottom template 2 and the fixed transverse plates 53 are fixed in a spigot and socket way.
The above embodiments are not intended to limit the scope of the present utility model, so: all equivalent changes in structure, shape and principle of the utility model should be covered in the scope of protection of the utility model.
Claims (8)
1. Detachable beam template for building, including roof beam side form (1), beam bottom form (2) and bracing piece, its characterized in that: the beam side template (1) with junction of beam bottom template (2) is provided with axis of rotation (3), beam side template (1) with beam bottom template (2) are passed through axis of rotation (3) rotation is connected, and is adjacent be provided with quick concatenation subassembly (4) of concatenation between beam side template (1) and the beam bottom template (2), be provided with on beam side template (1) fast right beam side template (1) carries out reinforcement subassembly (5), beam bottom template (2) with be provided with between the bracing piece fast right quick install and remove subassembly (6) of dismantlement and installation of bracing piece.
2. The detachable beam form for construction according to claim 1, wherein: the quick splicing assembly (4) comprises a clamping block (41), a fixing plate (42) and a first fixing piece (43), wherein the clamping block (41) is arranged at one end of the beam side template (1) and one end of the beam bottom template (2), the beam side template (1) and the other end of the beam bottom template (2) correspond to each other, the clamping block (41) is provided with a clamping groove, the fixing plate (42) is arranged at the end part adjacent to the beam side template (1) and clamped with each other, the first fixing piece (43) is arranged on the fixing plate (42), and the beam side template (1) and the beam bottom template (2) are adjacent to each other through the first fixing piece (43) and fixedly connected.
3. The detachable beam form for construction according to claim 2, wherein: the reinforcing component (5) comprises a fixed vertical plate (51), a fixed cross rod (52), a fixed cross plate (53), a movable plate (54) and second fixing pieces (55), wherein the fixed vertical plate (51) is perpendicularly arranged at two ends of the fixed cross plate (53), the fixed cross rod (52) is perpendicularly penetrated and arranged on the fixed vertical plate (51), one end, close to the beam side template (1), of the fixed cross rod (52) is connected with the movable plate (54), and the fixed cross rod (52) is fixedly arranged on the fixed vertical plate (51) through the second fixing pieces (55).
4. A detachable beam form for construction according to claim 3, wherein: the quick assembly and disassembly assembly (6) comprises a spigot end (61) and a spigot part (62), the spigot part (62) is arranged below the fixed transverse plate (53) away from the beam body, and the spigot end (61) is arranged at the end part of the support rod, which is close to the beam bottom template (2).
5. The detachable beam form for construction according to claim 4, wherein: the support rod is provided with an adjusting component (7) for adjusting the height of the support rod.
6. The detachable beam form for construction according to claim 5, wherein: the adjusting assembly (7) comprises an adjusting rod (71) and an adjusting seat (72), the adjusting rod (71) is vertically arranged on the adjusting seat (72), a threaded hole is formed in the end portion, away from the adjusting seat (72), of the adjusting rod (71), and threads are formed in one end, away from the beam body, of the supporting rod, corresponding to the threaded hole.
7. The detachable beam form for construction according to claim 6, wherein: reinforcing ribs (8) are arranged between the peripheral wall of the adjusting rod (71) and the adjusting seat (72).
8. The detachable beam form for construction according to claim 7, wherein: and a sealing layer is arranged on the contact surface of the beam side template (1) and the beam bottom template (2) which are clamped with each other.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320555324.6U CN219528403U (en) | 2023-03-16 | 2023-03-16 | Detachable beam template for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320555324.6U CN219528403U (en) | 2023-03-16 | 2023-03-16 | Detachable beam template for building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219528403U true CN219528403U (en) | 2023-08-15 |
Family
ID=87634084
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320555324.6U Active CN219528403U (en) | 2023-03-16 | 2023-03-16 | Detachable beam template for building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219528403U (en) |
-
2023
- 2023-03-16 CN CN202320555324.6U patent/CN219528403U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US20220228381A1 (en) | Combined prefabricated reinforced concrete stair mold and splicing method | |
| CN107558730A (en) | The formwork support method and support system of Super High girder with rolled steel section en cased in concrete | |
| CN112227218A (en) | Stainless steel-wood combined template applied to bare concrete and manufacturing method thereof | |
| CN109138457B (en) | Support system for installing prefabricated building and construction method thereof | |
| CN219528403U (en) | Detachable beam template for building | |
| CN112388806A (en) | Precast column formwork structure and construction method thereof | |
| CN103225396B (en) | Beam frame type construction template system | |
| CN116201351A (en) | Assembled reinforced concrete post-pouring strip template supporting system | |
| CN215629452U (en) | Pull rod-free mobile trolley construction device for frame bridge | |
| CN214245382U (en) | Stainless steel-wood combined template applied to bare concrete | |
| CN112727045B (en) | Anchoring device for overhanging scaffold and construction method thereof | |
| CN214885467U (en) | Template for building construction | |
| CN211947965U (en) | Cast-in-situ continuous box girder internal mold | |
| CN111794558A (en) | Support device and construction method thereof | |
| CN112627510A (en) | Structural deformation joint synchronous construction formwork reinforcing device and construction method | |
| CN111877755A (en) | Angle formwork supporting device and method during secondary concrete pouring at intersection of precast beam and precast slab | |
| CN112796513A (en) | Formwork supporting structure for post-cast strip and construction method | |
| CN201933779U (en) | Springing formwork system for assembled framed girder | |
| CN210086801U (en) | Building templates quick assembly disassembly combined system | |
| CN219968322U (en) | Prefabricated box girder movable outer formwork structure | |
| CN220433734U (en) | A template system for construction of underground space concrete structure | |
| CN220828037U (en) | Truss floor carrier plate supporting structure | |
| CN212295658U (en) | Angle formwork supporting device used during secondary concrete pouring of intersection of precast beam and slab | |
| CN219060904U (en) | Support for fixing building engineering templates | |
| CN217760342U (en) | Wood column base joint mounting structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |