CN214402756U - Fixing system of concrete beam template - Google Patents
Fixing system of concrete beam template Download PDFInfo
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- CN214402756U CN214402756U CN202023347001.3U CN202023347001U CN214402756U CN 214402756 U CN214402756 U CN 214402756U CN 202023347001 U CN202023347001 U CN 202023347001U CN 214402756 U CN214402756 U CN 214402756U
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Abstract
The utility model relates to a fixed system of concrete beam template relates to the field of construction technology, and it includes basement membrane, two side membranes and basement membrane supporting component, basement membrane supporting component includes the support frame and sets up in the fixed plate of support frame top, a plurality of jacks have been seted up to the fixed plate, and is a plurality of the jack is equipped with the multiunit, and the multiunit jack is arranged along the length direction of fixed plate, and the jack in every group is arranged along the width direction of fixed plate, the basement membrane is located the fixed plate top, two side membranes be located the both sides of basement membrane respectively and with the basement membrane butt, the side membrane lower extreme is equipped with the inserted block of a plurality of adaptations in jack, and is a plurality of the inserted block inserts the jack of every group. This application has improved the suitability of concrete beam template's fixed system.
Description
Technical Field
The application relates to the field of building construction technology, in particular to a fixing system for a concrete beam template.
Background
At present, when the traditional construction of a cast-in-place concrete beam plate structure formwork support system is carried out, a side mold, a bottom film and a support are needed to support a concrete beam reinforcing steel structure, so that a beam is poured.
Patent publication No. CN 106013787A's patent discloses a cast-in-place concrete beam template instrument formula system of consolidating and construction process thereof, including roof beam die block board, floor slab template, roof beam side form board, main joist and secondary joist, the external corner department that roof beam die block board and roof beam side form board are constituteed is provided with external corner reinforcing apparatus, the internal corner department that roof beam side form board and floor slab template are constituteed is provided with internal corner reinforcing apparatus, the roof beam side form board adopts the fastening of roof beam template anchor clamps, roof beam template anchor clamps are U type structure, the corresponding position department on two curb plate upper portions of roof beam template anchor clamps is provided with split bolt.
With respect to the related art among the above, the inventors consider that the following drawbacks exist:
beam template anchor clamps are fixed U type structure in the above-mentioned patent, can only set up to a crossbeam, can only install to a concrete roof beam and support for application range is less relatively.
SUMMERY OF THE UTILITY MODEL
In order to improve the suitability of the fixed system of concrete beam template, this application provides a fixed system of concrete beam template.
The application provides a concrete beam template's fixed system adopts following technical scheme:
the utility model provides a fixed system of concrete beam template, includes basement membrane, two side membranes and basement membrane supporting component, basement membrane supporting component includes the support frame and sets up in the fixed plate of support frame top, a plurality of jacks have been seted up to the fixed plate, and is a plurality of the jack is equipped with the multiunit, and the multiunit jack is arranged along the length direction of fixed plate, and the jack in every group is arranged along the width direction of fixed plate, the basement membrane is located the fixed plate top, and two side membranes are located the both sides of basement membrane respectively and with the basement membrane butt, and the side membrane lower extreme is equipped with the inserted block of a plurality of adaptations in the jack, and is a plurality of the inserted block inserts the jack of every group.
Through adopting above-mentioned technical scheme, seted up a plurality of jacks on the fixed plate, a plurality of jacks divide into the multiunit, and the multiunit jack is arranged along the length direction of fixed plate, and every group jack is arranged along the width direction of fixed plate, and the user can select the jack position with inserted block male to adjust the size of concrete roof beam, thereby improve the application range of this application.
Optionally, two the side membrane is equipped with perpendicular roof beam and crossbeam from the face back to back, and is a plurality of perpendicular roof beam is fixed in the side membrane and arranges along the horizontal direction, and is a plurality of the crossbeam sets up in perpendicular roof beam and keeps away from one side of side membrane and arranges along the length direction who erects the roof beam.
Through adopting above-mentioned technical scheme, the setting of crossbeam and perpendicular roof beam has strengthened the intensity of side membrane, reduces the probability that the side membrane takes place to damage.
Optionally, the tensioning mechanism comprises a screw rod and a nut, two ends of the screw rod respectively penetrate through the vertical beam and the cross beam, one end of the screw rod, extending out of the cross beam, is connected with the nut, and the nut is abutted to the cross beam.
Through adopting above-mentioned technical scheme, during the use, the both ends of screw rod pass side membrane, perpendicular roof beam and crossbeam respectively, then fix through the nut, nut and crossbeam butt to take up two side membranes, reduced the probability that the side membrane takes place to incline, improve the result of use of this application.
Optionally, a long through groove is formed in the position where the cross beam abuts against the vertical beam, and the screw rod extends out of the long through groove.
Through adopting above-mentioned technical scheme, the setting of long logical groove, the screw rod of being convenient for is worn out the crossbeam and also is convenient for adjust the crossbeam and erect the position between the roof beam.
Optionally, tensioning mechanism still includes the fixing base, the fixing base includes stationary blade and first spacing needle, the stationary blade is located between nut and the crossbeam, first spacing needle is equipped with two, two first spacing needle is fixed at the avris of stationary blade and is located the crossbeam both sides respectively, two first spacing needle is buckled towards the crossbeam and is used for the centre gripping crossbeam.
Through adopting above-mentioned technical scheme, the area between nut and the crossbeam has been increased to the stationary blade to reduce the probability that nut and crossbeam damaged, first spacing needle carries out the centre gripping with the crossbeam both sides, thereby the restriction stationary blade takes place to rotate, reduces nut and screw rod and takes place not hard up probability.
Optionally, the fixing base still includes the spacing needle of second, the spacing needle of second is equipped with two, the spacing needle of second is fixed at the avris of stationary blade and is buckled and stretch into long logical groove.
Through adopting above-mentioned technical scheme, the second spacing needle stretches into long logical groove, assists first spacing needle restriction stationary blade to take place to rotate, reduces the probability that first spacing needle takes place to damage.
Optionally, one side of the vertical beam facing the side membrane is provided with a flange, and the flange is abutted against the side membrane.
Through adopting above-mentioned technical scheme, the turn-ups has increased the installation area of erecting roof beam and side membrane to improve the stability of erecting the roof beam and side membrane.
Optionally, a plurality of supporting seats used for supporting the side membranes are further fixed on the fixing plate, the supporting seats are abutted to the side membranes, fixing blocks are arranged at the lower ends of the supporting seats, and the fixing blocks stretch into the insertion holes.
Through adopting above-mentioned technical scheme, thereby the supporting seat inserts the jack through the fixed block and fixes on the fixed plate, and the supporting seat carries out the butt with the side membrane to improve the fixed stability of side membrane, reduce the probability that the side membrane takes place deformation simultaneously, improve the result of use of this application.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the bottom membrane support assembly comprises a bottom membrane support assembly, a bottom membrane, side membranes and a fixing plate, wherein the fixing plate of the bottom membrane support assembly is provided with the bottom membrane, the two sides of the bottom membrane are abutted with the side membranes, the fixing plate is provided with a plurality of jacks, the jacks are divided into a plurality of groups, the jacks are distributed along the length direction of the fixing plate, the jacks in each group are distributed along the width direction of the fixing plate, the side membranes are fixed with a plurality of inserting blocks, and the inserting blocks are inserted into the jacks in each group; a user can select the position of the jack into which the insert block is inserted, so that the size of the concrete beam is adjusted, and the application range of the concrete beam is widened;
2. still be provided with straining device on the side membrane, straining device includes screw rod and nut, and perpendicular roof beam and crossbeam are passed respectively at the both ends of screw rod, and the one end that the screw rod stretches out the crossbeam is connected with the nut, nut and crossbeam butt, and during the use, the both ends of screw rod are passed side membrane, perpendicular roof beam and crossbeam respectively, then fix through the nut, nut and crossbeam butt to take up two side membranes, reduced the probability that the side membrane takes place to incline, improve the result of use of this application.
Drawings
FIG. 1 is a schematic diagram of the overall structure of an embodiment of the present application;
FIG. 2 is a schematic diagram of a portion of an embodiment of the present application;
fig. 3 is a schematic structural view of a tensioning mechanism of an embodiment of the present application.
Description of reference numerals: 1. a base film; 2. a side film; 21. erecting a beam; 211. flanging; 212. a through hole; 22. a cross beam; 221. a long through groove; 23. inserting a block; 3. a support assembly; 31. a support frame; 32. a fixing plate; 321. a jack; 4. a tensioning mechanism; 41. a screw; 42. a nut; 43. a fixed seat; 431. a fixing sheet; 432. a first limit pin; 433. a second limit pin; 5. a supporting seat; 51. and (5) fixing blocks.
Detailed Description
The present application is described in further detail below with reference to figures 1-3.
The embodiment of the application discloses a fixing system of a concrete beam template. Referring to fig. 1 and 2, a fixing system for a concrete beam formwork includes a bottom membrane 1, two side membranes 2 and a bottom membrane supporting assembly 3, the bottom membrane supporting assembly 3 includes a supporting frame 31 and a fixing plate 32 welded above the supporting frame 31, the fixing plate 32 is a steel plate, and the bottom end of the supporting frame 31 is placed on the ground. The base film 1 can be made of wood and is placed above the fixing plate 32, the fixing plate 32 is provided with a plurality of insertion holes 321, the plurality of insertion holes 321 are divided into a plurality of groups, the plurality of groups of insertion holes 321 are arranged along the length direction of the fixing plate 32, and the plurality of insertion holes 321 of each group are arranged along the width direction of the fixing plate 32; the side film 2 can be made of wood, a plurality of insertion blocks 23 adapted to the insertion holes 321 are integrally formed at the lower end of the side film 2, and the insertion blocks 23 are inserted into the insertion holes 321 in the same group.
During the installation, place basement membrane 1 on fixed plate 32 face, then move side membrane 2 to basement membrane 1's both sides and with basement membrane 1 butt, insert 23 of side membrane 2 lower extreme stretches into and fixes in a set of jack 321 that corresponds, the operator selects basement membrane 1 according to the size of the concrete beam who pours, then selects suitable a set of jack 321 according to basement membrane 1's width, is fixed in fixed plate 32 with side membrane 2, improves the practicality of this application, the operator installation and the dismantlement of being convenient for simultaneously.
In order to improve the intensity of side membrane 2, the face that two side membranes 2 deviate from mutually is fixed with many and erects roof beam 21, and many are erected roof beam 21 and are arranged along the horizontal direction at side membrane 2, erects roof beam 21 and keep away from one side of side membrane 2 and still are fixed with crossbeam 22, and crossbeam 22 is arranged along the length direction who erects roof beam 21, erects roof beam 21 and crossbeam 22's setting formation grid net to improve the intensity of side membrane 2.
Referring to fig. 2, the flange 211 is integrally formed at the edge side of the vertical beam 21, the flange 211 abuts against the side film 2 and is fixed to the side film 2 through a bolt, the vertical beam 21 and the side film 2 are fixed conveniently through the flange 211, and the contact area between the vertical beam 21 and the side film 2 is increased through the flange 211, so that the stability of fixing the side film 2 and the flange 211 is improved.
Referring to fig. 2 and 3, a plurality of through holes 212 are formed in the vertical beam 21, the through holes 212 are arranged along the length of the vertical beam 21, the cross beam 22 is provided with a plurality of long through grooves 221, the tensioning mechanism 4 further comprises a tensioning mechanism 4, the tensioning mechanism 4 comprises a screw rod 41 and a nut 42 in threaded connection with the screw rod 41, two ends of the screw rod 41 respectively penetrate through the side membranes 2, one end of the screw rod 41 penetrating through the side membrane 2 penetrates through the through hole 212 of the vertical beam 21 and then extends out of the long through groove 221, and the nut 42 is in threaded connection with one end extending out of the long through groove 221 and abuts against the cross beam 22, so that the two side membranes 2 are tensioned, and the probability that the side membranes 2 are skewed is reduced.
Referring to fig. 3, the tightening mechanism 4 further includes a fixing seat 43, the fixing seat 43 includes a fixing piece 431, a first limit pin 432 and a second limit pin 433, the fixing piece 431 is located between the nut 42 and the cross beam 22, the fixing piece 431 increases the contact area between the nut 42 and the cross beam 22, reduces pressure, protects the nut 42 and the cross beam 22, and reduces the probability of loosening the nut 42.
Two second limiting needles 433 are arranged, the two second limiting needles 433 are integrally formed with the side of the fixing piece 431, the two second limiting needles 433 are located on two sides of the nut 42 and are bent towards one side of the cross beam 22, and the second limiting needles 433 extend into the long through groove 221; the second limiting needle 433 assists the first limiting needle 432 in limiting the rotation of the fixing sheet 431, and the probability of deformation or damage of the first limiting needle 432 is reduced.
Referring to fig. 2, a supporting seat 5 is further fixed on the fixing plate 32, the supporting seat 5 abuts against the side membrane 2, a fixing block 51 adapted to the insertion hole 321 is integrally formed at the lower end of the supporting seat 5, the fixing block 51 is inserted into the insertion hole 321 for fixing, and the supporting seat 5 reduces the probability of inclination of the side membrane 2, so that the fixing of the side membrane 2 on the fixing plate 32 is improved.
The implementation principle of the fixing system of the concrete beam template in the embodiment of the application is as follows:
1. placing a support frame 31 in a designated area, then placing a bottom film 1 at the support frame 31, placing side films 2 at two sides of the bottom film 1, and inserting blocks 23 of the two side films 2 extending into the inserting holes 321 of the fixing plate 32;
2. two ends of a screw rod 41 penetrate through the vertical beam 21 and the cross beam 22, then a fixed seat 43 is sleeved on the screw rod 41, and then a nut 42 is screwed on the screw rod 41, so that the nut 42 is abutted against the cross beam 22;
3. the support base 5 is abutted against the side film 2, and the fixing block 51 of the support base 5 is inserted into the insertion hole 321 to be fixed.
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 (8)
1. The utility model provides a fixed system of concrete beam template, includes basement membrane (1), two side membranes (2) and basement membrane supporting component (3), its characterized in that: basement membrane supporting component (3) are including support frame (31) and set up in fixed plate (32) of support frame (31) top, a plurality of jack (321) have been seted up in fixed plate (32), and is a plurality of jack (321) are equipped with the multiunit, and multiunit jack (321) are arranged along the length direction of fixed plate (32), and jack (321) in every group are arranged along the width direction of fixed plate (32), basement membrane (1) is located fixed plate (32) top, and two side membranes (2) are located the both sides of basement membrane (1) respectively and with basement membrane (1) butt, and side membrane (2) lower extreme is equipped with plug block (23) of a plurality of adaptations in jack (321), and is a plurality of plug block (23) insert jack (321) of every group.
2. A concrete beam formwork attachment system as claimed in claim 1, wherein: two side membrane (2) are equipped with perpendicular roof beam (21) and crossbeam (22) from the face back to each other, and are a plurality of perpendicular roof beam (21) are fixed in side membrane (2) and arrange along the horizontal direction, and are a plurality of crossbeam (22) set up in perpendicular roof beam (21) keep away from one side of side membrane (2) and arrange along the length direction who erects roof beam (21).
3. A concrete beam formwork attachment system as claimed in claim 2, wherein: still include straining device (4), straining device (4) include screw rod (41) and nut (42), perpendicular roof beam (21) and crossbeam (22) are passed respectively to the both ends of screw rod (41), screw rod (41) stretch out the one end of crossbeam (22) and are connected with nut (42), nut (42) and crossbeam (22) butt.
4. A concrete beam formwork attachment system as claimed in claim 3, wherein: the cross beam (22) is provided with a long through groove (221) at the position where the cross beam is abutted to the vertical beam (21), and the screw rod (41) extends out of the long through groove (221).
5. A concrete beam formwork attachment system as claimed in claim 3, wherein: tensioning mechanism (4) still includes fixing base (43), fixing base (43) are including stationary blade (431) and first spacing needle (432), stationary blade (431) are located between nut (42) and crossbeam (22), first spacing needle (432) are equipped with two, two first spacing needle (432) are fixed at the avris of stationary blade (431) and are located crossbeam (22) both sides respectively, two first spacing needle (432) are buckled and are used for centre gripping crossbeam (22) towards crossbeam (22).
6. A concrete beam formwork attachment system as claimed in claim 5, wherein: fixing base (43) still include second spacing needle (433), second spacing needle (433) are equipped with two, avris and the bending type that fixes stationary blade (431) in second spacing needle (433) are stretched into long logical groove (221).
7. A concrete beam formwork attachment system as claimed in claim 2, wherein: one side of the vertical beam (21) facing the side film (2) is provided with a flanging (211), and the flanging (211) is abutted to the side film (2).
8. A concrete beam formwork attachment system as claimed in claim 1, wherein: still be fixed with a plurality of supporting seats (5) that are used for supporting side membrane (2) on fixed plate (32), supporting seat (5) and side membrane (2) butt, the lower extreme of supporting seat (5) is equipped with fixed block (51), fixed block (51) stretch into jack (321).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023347001.3U CN214402756U (en) | 2020-12-31 | 2020-12-31 | Fixing system of concrete beam template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023347001.3U CN214402756U (en) | 2020-12-31 | 2020-12-31 | Fixing system of concrete beam template |
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| Publication Number | Publication Date |
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| CN214402756U true CN214402756U (en) | 2021-10-15 |
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| CN202023347001.3U Active CN214402756U (en) | 2020-12-31 | 2020-12-31 | Fixing system of concrete beam template |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115142734A (en) * | 2022-06-13 | 2022-10-04 | 中国建筑第八工程局有限公司 | Safety protection support for building |
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2020
- 2020-12-31 CN CN202023347001.3U patent/CN214402756U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115142734A (en) * | 2022-06-13 | 2022-10-04 | 中国建筑第八工程局有限公司 | Safety protection support for building |
| CN115142734B (en) * | 2022-06-13 | 2024-04-26 | 中国建筑第八工程局有限公司 | Safety protection support for building |
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