CN113187226B - Be used for crossbeam to pour fashioned template structure - Google Patents
Be used for crossbeam to pour fashioned template structure Download PDFInfo
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- CN113187226B CN113187226B CN202110500305.9A CN202110500305A CN113187226B CN 113187226 B CN113187226 B CN 113187226B CN 202110500305 A CN202110500305 A CN 202110500305A CN 113187226 B CN113187226 B CN 113187226B
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- piece
- cross beam
- template
- formwork
- supporting part
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/04—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for lintels, beams, or transoms to be encased separately; Special tying or clamping means therefor
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
Abstract
The utility model relates to a be used for crossbeam to pour fashioned template structure, relate to the field of building construction, it includes the base spare, hoist and mount spare, the connecting piece, the die block board, the side form board, go up press from both sides and press from both sides down, the base spare is used for playing main support and bears the weight of the effect, hoist and mount spare is used for hoisting the base spare in the below of ceiling template, the connecting piece is used for connecting base spare and hoist and mount spare, base template and side form board cooperation are in order to form upside open-ended shaping chamber, go up to press from both sides and be used for initial connection ceiling template and side form board, the lower clamp is used for initial connection side form board and base template. This application has the long effect of reduction crossbeam total construction.
Description
Technical Field
The application relates to the field of building construction, in particular to a construction template of a building beam.
Background
The ceiling is a place of the indoor top surface of a building. In the indoor design, the ceiling can be used for writing and painting, painting to beautify the indoor environment, and installing ceiling lamps, light pipes, ceiling fans, skylight opening and air conditioners to change the effects of indoor illumination and air circulation. The ceiling is generally formed by cement pouring, in order to ensure the use safety of the ceiling, the cross beam is arranged below the ceiling to achieve the effect of improving the integral strength of the ceiling, and the cross beam is arranged in a house, is the same as a skeleton in a human body, belongs to a building framework for supporting the weight of a house, and is of great importance to the safety of the house.
In the correlation technique, for realizing the shaping of pouring of crossbeam, generally can set up the die block board in the below of crossbeam, all can set up the side form on the two long avris of die block board, utilize the stock progress fixed between two side form boards, and the upside of two side form boards with be used for the ceiling template to be connected, can enclose to close through die block board and side form board and form and be used for supplying the crossbeam to pour fashioned shaping die cavity.
In view of the above-mentioned related technologies, the inventor believes that the anchor rods are needed to be used for fixing the two side formworks, the plate nails are needed for fixing the side formworks and the bottom formwork, and the plate nails are also needed for fixing the side formworks and the ceiling formwork.
Disclosure of Invention
In order to improve the problem that the crossbeam total time is long, this application provides a template structure for crossbeam casting shaping.
The utility model provides a be used for crossbeam to pour fashioned template structure adopts following technical scheme.
A template structure for beam casting molding comprises:
the bottom support piece is provided with a plurality of pieces, and the bottom support pieces are arranged at equal intervals along the length direction of the cross beam;
the lifting pieces are uniformly distributed at two ends of the bottom support piece, the lower ends of the lifting pieces are connected with the end parts of the bottom support piece, and the upper ends of the lifting pieces are connected with the ceiling template;
the lower surface of the bottom template is connected with the upper surfaces of the bottom supporting pieces;
the side form board, the side form board is provided with two, two the side form board sets up respectively on the two long avris of die block board, the downside and the bottom support of side form board are connected, the upside and the ceiling template of side form board are connected, the side that the crossbeam was kept away from to the side form board is connected with each hoist and mount spare.
Through adopting above-mentioned technical scheme, utilize the die pad piece can play the effect of supporting side form board and die block board, utilize hoist and mount piece can play hoist and mount die pad piece, thereby make die pad piece and ceiling template cooperation can press from both sides tight side form board, thereby make between side form board and the die block board need not to utilize the board nail to fix, and also need not fixedly between side form board and the ceiling template and can keep stable connection, the shaping back is pour to the crossbeam, when needs demolish the template structure, only need die pad piece and hoist and mount piece to demolish can directly take off die block board and side form board, it is long when effectively reducing the total construction of crossbeam.
Optionally, the shoe comprises:
the angle steel is provided with two pieces, each piece of angle steel comprises a horizontally arranged supporting part and a vertically arranged connecting part, and the connecting parts are positioned on one side surface of the supporting part away from the cross beam;
wherein, when the die block board is connected with the collet piece, the overlap joint is respectively on twice supporting part on two long avris of die block board, when the side form is connected with the collet piece, the lower surface overlap joint of side form is on the supporting part, and the side laminating of one side and the connecting portion of side form difference crossbeam.
Through adopting above-mentioned technical scheme, the angle steel that the connecting portion that utilizes the supporting part that sets up by the level and vertical setting is constituteed can support the long avris of die block board to the downside of offside template is spacing.
Optionally, the angle steel further includes:
the lower end of the reinforcing rib is connected with the supporting part, one side, away from the cross beam, of the reinforcing rib is connected with the connecting part, and the reinforcing rib is arranged in a right-angled triangle shape;
the lower side of the side template is provided with a plurality of caulking grooves, and when the lower side of the side template is connected with the bottom support, the reinforcing ribs are embedded in the caulking grooves.
Through adopting above-mentioned technical scheme, utilize the strengthening rib can play the effect that increases supporting part and connecting portion joint strength, avoid the angle between supporting part and the connecting portion to change because receiving heavy pressure, utilize the caulking groove can avoid side form board and strengthening rib to take place to interfere to, utilize the cooperation between caulking groove and the strengthening rib can play the location and connect end support piece and side form board effect.
Optionally, the angle steel further includes:
the positioning groove is arranged on the supporting part, two sides of the positioning groove are respectively communicated with two side surfaces of the supporting part, and the top of the positioning groove is communicated with the upper surface of the supporting part;
wherein, all be provided with on the two long avris of die block board and connect the edge, connect along the lower surface that is located the die block board, when the die block board is connected with the collet piece, connect along inlaying and locate in the constant head tank.
Through adopting above-mentioned technical scheme, utilize the constant head tank and connect the cooperation between the edge for the bottom plate not only plays the function of constituteing the die cavity, can play the effect of connecting two angle irons of base piece simultaneously.
Optionally, the hoisting piece comprises:
the supporting plate comprises a lower surface detachably mounted on the ceiling template;
the lower end of the hoisting rod is connected with the bottom support piece;
the telescopic link, the scalable setting of telescopic link, the both ends of telescopic link are rotated with the upper end of backup pad and hoist and mount pole respectively and are connected.
Through adopting above-mentioned technical scheme, utilize the backup pad can play the effect of connecting ceiling template and telescopic link, utilize the telescopic link can adjust the position of hoist and mount pole, utilize the hoist and mount pole can play the effect of direct hoist and mount base piece.
Optionally, the telescopic rod includes:
the end, far away from the cross beam, of the outer pipe is rotatably connected with the supporting plate, and the end, close to the cross beam, of the outer pipe is in sliding clamping connection with the lower surface of the supporting plate;
the inner tube, the one end that the crossbeam was kept away from to the inner tube is inserted and is located in the outer tube, the one end that the inner tube is close to the crossbeam rotates with the upper end of hoist and mount pole to be connected.
Through adopting above-mentioned technical scheme, utilize the cooperation between outer tube and the backup pad for the backup pad can play the effect that both ends supported to the telescopic link, utilizes the relation of connection between inner tube and the hoist and mount pole can realize the rotation relation of connection between flexible pipe and the hoist and mount pole.
Optionally, the side form is provided with:
the clamping grooves are arranged along the length direction of the side template, and one end, close to the cross beam, of the top surface of each clamping groove is arranged in an upward inclined mode;
the lifting piece is provided with a cross beam, wherein a clamping block is arranged on one side, close to the cross beam, of the lifting piece, and the upper surface of the clamping block is arranged at one end, far away from the lifting piece, of the clamping block in an upwards inclined mode.
Through adopting above-mentioned technical scheme, utilize the cooperation between joint groove and the joint piece for hoist and mount piece also can play certain supporting role to the side form, can increase the stability of being connected between hoist and mount piece and the side form simultaneously, takes place the incline when avoiding the side form installation.
Optionally, still include the connecting piece that is used for connecting base piece and hoist and mount piece, the connecting piece includes:
the connecting plate is arranged at the lower end of the hoisting piece, and a plurality of connecting holes are formed in the connecting plate;
the bolt bodies are provided with a plurality of bolts, each bolt body is arranged on one side of the bottom support piece, which is far away from the cross beam, and each bolt body respectively penetrates through each connecting hole;
and a plurality of fastening nuts are arranged, and each fastening nut is respectively in threaded connection with the part of each bolt body penetrating through the connecting plate.
Through adopting above-mentioned technical scheme, utilize the connecting piece that connecting plate, key and fastening nut constitute, can realize the dismantlement relation of being connected between base spare and the hoist and mount piece, the base spare of being convenient for and hoist and mount piece separately to preserve, the base spare and the hoist and mount piece change of being convenient for to damage simultaneously.
Optionally, the method further includes:
the upper clamp is provided with a plurality of pieces, the upper clamps are arranged along the length direction of the cross beam, and two first clamping openings for respectively clamping the upper side of the side template and the edge of the ceiling template are formed in the upper clamp;
the lower clamp is provided with a plurality of pieces, the lower clamps are arranged along the length direction of the cross beam, and two second clamping openings for respectively clamping the lower side of the side template and the edge of the bottom template are formed in the lower clamp.
Through adopting above-mentioned technical scheme for the side form board can utilize to press from both sides and ceiling template edge initial joint, and make and to utilize between side form board and the second template to press from both sides initial joint down, thereby make the staff can tentatively install side form board and die block earlier, support at installation die block spare and hoist and mount piece at last, further reduce the work degree of difficulty.
In summary, the present application includes at least one of the following beneficial technical effects:
the side template and the bottom template are fixed without a large number of plate nails, so that the side template and the bottom template can be conveniently and quickly disassembled, and the total construction time of the beam is effectively reduced;
the two side templates are not fixed by using an anchor rod, so that the anchor rod is not required to be pulled out after the beam is cast, and the total construction time of the beam is further reduced;
each component can be detachably connected, so that the production, storage, transportation and use are convenient, and the replacement and use of workers are convenient.
Drawings
FIG. 1 is a front view of a template structure according to an embodiment of the present application;
FIG. 2 is a front view of a base member of an embodiment of the present application;
FIG. 3 is a schematic view of the connection between the angle steel and the side and bottom forms of the embodiment of the present application;
figure 4 is a front view of a sling according to an embodiment of the present application;
figure 5 is a schematic view of the connection between the sling and the sideform according to an embodiment of the present application;
FIG. 6 is a front view of a connector according to an embodiment of the present application;
FIG. 7 is a schematic view of the use of an upper clamp according to an embodiment of the present application;
fig. 8 is a schematic view of the use of a lower clip according to an embodiment of the present application.
Reference numerals: 1. a base member; 11. angle steel; 111. a support portion; 112. a connecting portion; 113. reinforcing ribs; 114. positioning a groove; 2. hoisting a piece; 21. a support plate; 211. a sliding groove; 22. a telescopic rod; 221. an outer tube; 222. an inner tube; 23. hoisting the rod; 231. a clamping block; 3. a connecting member; 31. a connecting plate; 311. connecting holes; 32. a plug body; 33. fastening a nut; 4. a bottom template; 41. a connecting edge; 42. a fourth clamping zone; 5. a sideform; 51. caulking grooves; 52. a clamping groove; 53. a first clamping area; 54. a third clamping zone; 6. clamping; 61. a first nip; 7. lower clamping; 71. a second nip; 8. a ceiling template; 81. a second clamping area.
Detailed Description
The present application is described in further detail below with reference to figures 1-8.
The embodiment of the application discloses a template structure for beam pouring molding. Referring to fig. 1, the formwork structure comprises a bottom support piece 1, a lifting piece 2, a connecting piece 3, a bottom formwork 4, a side formwork 5, an upper clamp 6 and a lower clamp 7, wherein the bottom support piece 1 is used for playing a main supporting and bearing role, the lifting piece 2 is used for lifting the bottom support piece 1 below a ceiling formwork 8, the connecting piece 3 is used for connecting the bottom support piece 1 and the lifting piece 2, the bottom formwork 4 and the side formwork 5 are matched to form a molding cavity with an opening on the upper side, the upper clamp 6 is used for primarily connecting the ceiling formwork 8 and the side formwork 5, and the lower clamp 7 is used for primarily connecting the side formwork 5 and the bottom formwork 4.
Referring to fig. 2, the base member 1 includes two pieces of angle steel 11 symmetrically disposed to each other, and each piece of angle steel 11 is disposed in an L shape; wherein, each angle steel 11 all includes supporting part 111, connecting portion 112 and strengthening rib 113, supporting part 111 level sets up, the vertical setting of connecting portion 112, and one side that the crossbeam center was kept away from with supporting part 111 to the downside of connecting portion 112 is connected, strengthening rib 113 is the setting of support triangle-shaped, the lower extreme of strengthening rib 113 and the upper surface connection of supporting part 111, and one side that the crossbeam was kept away from to strengthening rib 113 is connected with the side that connecting portion 112 is close to the crossbeam, upper surface at supporting part 111 is provided with one constant head tank 114, the length direction of constant head tank 114 sets up along the length direction of crossbeam, and the both ends of constant head tank 114 communicate with the both sides of supporting part 111 respectively.
With reference to fig. 2 and 3, a plurality of caulking grooves 51 are formed in the lower side of the side mold plate 5, when the lower side of the side mold plate 5 is connected with the bottom support 1, the lower side of the side mold plate 5 is connected with the upper surface of the supporting part 111, and one side of the side mold plate 5 away from the cross beam is attached to the connecting part 112; be provided with twice on the lower surface of bed die plate 4 and connect along 41, twice are connected along 41 and are set up respectively on the both long avris of bed die plate 4, and connect along 41 and all extend along the length direction of bed die plate 4, when bed die plate 4 was installed on the die pad spare 1, connect along 41 can inlay and locate in constant head tank 114.
Referring to fig. 1 and 4, the sling 2 comprises a support plate 21, a telescopic rod 22 and a lifting rod 23; wherein, backup pad 21 utilizes the mode detachable of bolt lock to install at the lower surface of ceiling template 8, and what telescopic link 22 scalable setting set up in the below of backup pad 21, and telescopic link 22's both ends rotate with the lower surface of backup pad 21 and the upper end of hoist and mount pole 23 respectively and be connected, and hoist and mount pole 23 is used for hoisting end support 1.
Referring to fig. 4, a rotating shaft (not shown) is disposed on the lower surface of the supporting plate 21, and one end of the telescopic rod 22, which is far away from the hoisting rod 23, is connected to the rotating shaft, so that the rotating connection between the supporting plate 21 and the telescopic rod 22 can be realized by the rotating shaft; wherein, telescopic link 22 includes outer tube 221 and inner tube 222, the one end that the crossbeam was kept away from to inner tube 222 is inserted and is located in the one end that outer tube 221 is close to the crossbeam, the one end that hoist and mount pole 23 was kept away from to outer tube 221 is connected with the pivot, and the one end that outer tube 221 is close to hoist and mount pole 23 is provided with the portion of sliding (not shown in the figure), be provided with on the lower surface of backup pad 21 and be the setting of annular form in order to be used for supplying the groove 211 that slides of sliding joint, the cross section of the portion of sliding 211 and sliding all is "T" word shape setting.
Referring to fig. 5, a plurality of clamping blocks 231 are arranged on one side surface of each hoisting rod 23 close to the beam, the upper surface of each clamping block 231 is obliquely arranged, and one end, far away from the hoisting rod 23, of the upper surface of each clamping block 231 is obliquely arranged upwards; wherein, a plurality of clamping grooves 52 are arranged on one side surface of the side template 5 far away from the cross beam, the top surface of each clamping groove 52 is obliquely arranged, and one end of the top surface of each clamping groove 52 close to the cross beam is obliquely arranged upwards. When the sideform 5 is coupled to the lifting rod 23, the catching blocks 231 are inserted into the catching grooves 52, respectively.
Referring to fig. 6, the connecting member 3 includes a connecting plate 31, a bolt 32 and a fastening nut 33, wherein the connecting plate 31 is provided with a plurality of connecting holes 311 which are vertically arranged and are arranged in a kidney-shaped hole shape; the plurality of bolt bodies 32 are arranged, one end of each bolt body 32 close to the cross beam is integrally formed with the connecting part 112 in a welding mode, one end of each bolt body 32 far away from the cross beam penetrates through the connecting plate 31 through the connecting hole 311, the fastening nut 33 is provided with a plurality of fastening bolts, and each fastening bolt is respectively in threaded connection with the part of each bolt body 32 penetrating through the connecting plate 31.
The connecting holes 311 arranged in the shape of the waist-shaped holes are utilized to make the actual horizontal height of the bottom bracket 1 be adaptively adjusted, thereby improving the application range.
Referring to fig. 7, a plurality of first clamping areas 53 are arranged on the upper side of the side formwork 5, a plurality of second clamping areas 81 are arranged on the edge of the ceiling formwork 8, first clamping openings 61 are arranged on the lower side and the upper side of the upper clamp 6, the first clamping opening 61 on the lower side of the upper clamp 6 is arranged in a downward opening manner, and the side edge of the first clamping opening 61 on the upper side of the upper clamp 6 is arranged in an opening manner; wherein, the upper clamp 6 is provided with a plurality of pieces, and the upper clamp 6 of each piece is evenly distributed on the two sides of the two side templates 5, when the upper clamp 6 is connected with the side templates 5, the first clamping area 53 is clamped by the first clamping opening 61 positioned at the lower side of the upper clamp 6, and at the moment, one side surface of the upper clamp 6 close to the beam and one side surface of the side template 5 close to the beam coincide. When the upper clip 6 is attached to the edge of the ceiling formwork 8, the first clip mouth 61 located on the upper side of the upper clip 6 clips the second clip area 81, and at this time, the upper surface of the upper clip 6 coincides with the upper surface of the ceiling formwork 8.
Referring to fig. 8, a plurality of third clamping areas 54 are arranged on the lower side of the side template 5, a plurality of fourth clamping areas 42 are arranged on the long side of the bottom template 4, second clamping openings 71 are arranged on the upper side and the lower side of the lower clamp 7, the upper side of the second clamping opening 71 on the upper side of the upper clamp 6 is provided with an opening, and the side, far away from the hoisting rod 23, of the second clamping opening 71 on the lower side of the upper clamp 6 is provided with an opening; the lower clamps 7 are provided with a plurality of pieces, the lower clamps 7 are uniformly distributed on two long side edges of the bottom template 4, when the lower clamps 7 are connected with the side templates 5, the second clamping openings 71 on the upper sides of the lower clamps 7 clamp the third clamping areas 54, and at the moment, one side surface of the lower clamps 7 close to the cross beam is superposed with one side surface of the side templates 5 close to the cross beam. The second nip 71 at the lower side of the lower clip 7 grips the fourth grip region 42 when the lower clip 7 is coupled to the edge of the bottom form 4.
The implementation principle of the template structure for pouring and molding the cross beam is as follows:
when assembling the formwork structure, the upper sides of the sideforms 5 are first connected to the edges of the ceiling formwork 8 by the upper clips 6, and then the lower sides of the sideforms 5 are connected to the long side of the bottom formwork 4 by the lower clips 7, thereby primarily completing the installation of the sideforms 5 and the bottom formwork 4.
Then, the angle steel 11 is installed at the bottom of one long side of the bottom template 4, the lifting piece 2 connected with the angle steel 11 is connected with the lower surface of the ceiling template 8, the angle steel 11 and the lifting piece 2 are installed on the other long side of the bottom template 4, so that the installation of one group of bottom supports 1 is completed, and finally, the step is repeated to complete the installation of each group of bottom supports 1.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (7)
1. The utility model provides a be used for crossbeam to pour fashioned template structure which characterized in that includes:
the supporting structure comprises a supporting part (1), wherein the supporting part (1) is provided with a plurality of pieces, each supporting part (1) is arranged at equal intervals along the length direction of a cross beam, each supporting part comprises two pieces of angle steel (11), each angle steel (11) comprises a supporting part (111) arranged horizontally and a connecting part (112) arranged vertically, and the connecting parts (112) are positioned on one side surface of the supporting part (111) far away from the cross beam;
the lifting piece (2) is provided with a plurality of lifting pieces (2), each lifting piece (2) is uniformly distributed at two ends of the bottom support piece (1), each lifting piece (2) comprises a supporting plate (21), a lifting rod (23) and a telescopic rod (22), the supporting plate (21) comprises a lower surface which is detachably mounted on the ceiling template (8), the lower end of the lifting rod (23) is connected with the bottom support piece (1), the telescopic rod (22) is arranged in a telescopic manner, and two ends of the telescopic rod (22) are respectively rotatably connected with the upper ends of the supporting plate (21) and the lifting rod (23);
the lower surface of the bottom template (4) is connected with the upper surface of each bottom support piece (1);
the side formworks (5), the side formworks (5) are provided with two pieces, the two side formworks (5) are respectively arranged on two long side sides of the bottom formwork (4), the lower sides of the side formworks (5) are connected with the bottom support piece (1), the upper sides of the side formworks (5) are connected with the ceiling formwork (8), and one side face, far away from the cross beam, of the side formworks (5) is connected with each piece hoisting piece (2);
wherein, when die block board (4) are connected with die block spare (1), the both long avris of die block board (4) overlap joint respectively on twice supporting part (111), when side form (5) are connected with die block spare (1), the lower surface overlap joint of side form (5) is on supporting part (111), and side laminating of one side and connecting portion (112) that the crossbeam was kept away from in side form (5).
2. The formwork structure for casting forming of cross beams according to claim 1, wherein the angle steel (11) further comprises:
the lower end of the reinforcing rib (113) is connected with the supporting part (111), one side, away from the cross beam, of the reinforcing rib (113) is connected with the connecting part (112), and the reinforcing rib (113) is arranged in a right-angled triangle shape;
the side formwork is characterized in that a plurality of caulking grooves (51) are formed in the lower side of the side formwork (5), and when the lower side of the side formwork (5) is connected with the bottom support piece (1), the reinforcing ribs (113) are embedded in the caulking grooves (51).
3. The formwork structure for casting forming of cross beams according to claim 1, wherein the angle steel (11) further comprises:
the positioning groove (114) is arranged on the supporting part (111), two sides of the positioning groove (114) are respectively communicated with two side surfaces of the supporting part (111), and the top of the positioning groove (114) is communicated with the upper surface of the supporting part (111);
wherein, all be provided with on the two long avris of die block board (4) and connect along (41), connect the lower surface that is located die block board (4) along (41), when die block board (4) are connected with die block piece (1), connect along (41) the inlays and locate in constant head tank (114).
4. A formwork structure for casting of cross beams according to claim 1, wherein the telescopic rods (22) comprise:
the end, far away from the cross beam, of the outer pipe (221) is rotatably connected with the support plate (21), and the end, close to the cross beam, of the outer pipe (221) is in sliding clamping connection with the lower surface of the support plate (21);
the end, far away from the cross beam, of the inner pipe (222) is inserted into the outer pipe (221), and the end, close to the cross beam, of the inner pipe (222) is rotatably connected with the upper end of the hoisting rod (23).
5. The formwork structure for casting and forming the cross beam according to claim 1, wherein the side formwork (5) is provided with:
the clamping grooves (52) are formed in the clamping grooves (52), the clamping grooves (52) are arranged along the length direction of the side template (5), and one ends, close to the cross beam, of the top surfaces of the clamping grooves (52) are arranged in an upward inclined mode;
wherein, hang and be provided with joint piece (231) on one side that piece (2) are close to the crossbeam, the upper surface of joint piece (231) and keep away from the one end tilt up setting of hanging piece (2).
6. The formwork structure for casting and forming the cross beam according to claim 1, further comprising a connecting member (3) for connecting the base member (1) and the hoisting member (2), wherein the connecting member (3) comprises:
the connecting plate (31), the connecting plate (31) is arranged at the lower end of the hoisting piece (2), and a plurality of connecting holes (311) are formed in the connecting plate (31);
the bolt bodies (32) are arranged, the bolt bodies (32) are arranged in a plurality of numbers, each bolt body (32) is arranged on one side of the bottom support piece (1) departing from the cross beam, and each bolt body (32) penetrates through each connecting hole (311) respectively;
the fastening nuts (33), a plurality of fastening nuts (33) are arranged, and each fastening nut (33) is respectively in threaded connection with the part of each bolt body (32) penetrating through the connecting plate (31).
7. The formwork structure for casting and forming the cross beam according to claim 1, further comprising:
the upper clamp (6) is provided with a plurality of pieces, the upper clamps (6) are arranged along the length direction of the beam, and two first clamping openings (61) for respectively clamping the upper side of the side formwork (5) and the edge of the ceiling formwork (8) are formed in the upper clamp (6);
the lower clamp (7) is provided with a plurality of pieces, the lower clamps (7) are arranged along the length direction of the cross beam, and two second clamp openings (71) which respectively clamp the lower side of the side template (5) and the edge of the bottom template (4) are formed in the lower clamps (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110500305.9A CN113187226B (en) | 2021-05-08 | 2021-05-08 | Be used for crossbeam to pour fashioned template structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110500305.9A CN113187226B (en) | 2021-05-08 | 2021-05-08 | Be used for crossbeam to pour fashioned template structure |
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| Publication Number | Publication Date |
|---|---|
| CN113187226A CN113187226A (en) | 2021-07-30 |
| CN113187226B true CN113187226B (en) | 2022-04-08 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110500305.9A Active CN113187226B (en) | 2021-05-08 | 2021-05-08 | Be used for crossbeam to pour fashioned template structure |
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| CN (1) | CN113187226B (en) |
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|---|---|---|---|---|
| US3735953A (en) * | 1970-04-22 | 1973-05-29 | Mesa Ind Los Angeles | Concrete beam forms |
| DE3203585A1 (en) * | 1982-02-03 | 1983-08-11 | Peri AG, 8472 Ohringen | SYSTEM FORMWORK FOR A CONCRETE CEILING |
| CN201377175Y (en) * | 2009-03-30 | 2010-01-06 | 中国建筑一局(集团)有限公司 | Quick mounting-demounting support for beam-side formwork |
| CN203821842U (en) * | 2014-03-31 | 2014-09-10 | 中国建筑第八工程局有限公司 | Oblique-pulling beam fixture assembling structure |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6605240B2 (en) * | 2000-02-18 | 2003-08-12 | Symons Corporation | Over the top hinged concrete form and method of using the same |
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2021
- 2021-05-08 CN CN202110500305.9A patent/CN113187226B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3735953A (en) * | 1970-04-22 | 1973-05-29 | Mesa Ind Los Angeles | Concrete beam forms |
| DE3203585A1 (en) * | 1982-02-03 | 1983-08-11 | Peri AG, 8472 Ohringen | SYSTEM FORMWORK FOR A CONCRETE CEILING |
| CN201377175Y (en) * | 2009-03-30 | 2010-01-06 | 中国建筑一局(集团)有限公司 | Quick mounting-demounting support for beam-side formwork |
| CN203821842U (en) * | 2014-03-31 | 2014-09-10 | 中国建筑第八工程局有限公司 | Oblique-pulling beam fixture assembling structure |
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| CN113187226A (en) | 2021-07-30 |
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