CN214169914U - Cast-in-place structure roof beam template strutting arrangement of adjustable - Google Patents
Cast-in-place structure roof beam template strutting arrangement of adjustable Download PDFInfo
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- CN214169914U CN214169914U CN202022882040.7U CN202022882040U CN214169914U CN 214169914 U CN214169914 U CN 214169914U CN 202022882040 U CN202022882040 U CN 202022882040U CN 214169914 U CN214169914 U CN 214169914U
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- cross rod
- structural beam
- main groove
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Abstract
The utility model provides an adjustable cast-in-situ structural beam template supporting device, which comprises a cross rod, a resistance piece, a supporting component and a locking component; the cross rod is provided with a main groove penetrating through the cross rod; the number of the resistance pieces is a plurality, and the resistance pieces are fixedly connected with the cross rods; two groups of supporting components are arranged along the main groove, and the supporting components are provided with auxiliary grooves penetrating through the supporting components; the locking assembly comprises an insertion handle and a fixing piece, the fixing piece is fixedly connected with the insertion handle, the insertion handle penetrates through the main groove and the auxiliary groove, the fixing piece is clamped between the two adjacent blocking pieces, the insertion handle is connected with a limiting piece, and the limiting piece is tightly attached to the top of the supporting assembly. The utility model has the advantages that: simple structure, convenient operation when once only accomplishing different high structure beam template supports, have not only guaranteed structure beam cross-section width, have still replaced the use of traditional square timber fossil fragments to avoid the excessive use to the cost consumption that the screw rod increases of drawing.
Description
Technical Field
The utility model relates to a template strutting arrangement especially relates to a strutting arrangement of cast-in-place structure beam template of adjustable that the building field used.
Background
At present, the installation reinforcement mode to building structure concrete beam side form in the trade has: when the height of the beam is less than or equal to 600mm, the common square wood keel is fastened step by step for reinforcement; when the height of the beam is larger than 600mm, in order to ensure the integral stability of the beam body template, a counter-pulling screw rod with the inner diameter of 600mm needs to be arranged for reinforcement.
The prior art scheme has a complicated reinforcing mode for the beam side mold and has large installation and removal workload; meanwhile, the situation that the screw cannot be detached due to the fact that the screw sleeve is broken easily occurs when the split screw is adopted for reinforcement, and the cost of construction projects is increased. And aiming at the construction of the traditional wood formwork, the problem of the traditional reinforcing mode is solved by a novel beam body reinforcing measure which is not provided in the industry at present.
SUMMERY OF THE UTILITY MODEL
For solving the not enough of prior art, the utility model provides a cast-in-place structure roof beam template strutting arrangement of adjustable that can install fast, consolidate and demolish.
The utility model provides a technical scheme that its technical problem adopted is: an adjustable cast-in-place structural beam template supporting device comprises a cross rod, a supporting assembly, a blocking piece, a locking assembly and a blocking piece;
the cross rod is provided with a main groove penetrating through the cross rod;
two groups of supporting components are arranged along the main groove, and the supporting components are provided with auxiliary grooves penetrating through the supporting components; the supporting component is positioned on the top surface of the cross rod and comprises a sliding plate, a vertical plate and a connecting plate; the vertical plates are fixedly connected with the sliding plate and are perpendicular to each other, the heights of the vertical plates are matched with the height of the structural beam, two connecting plates are arranged, the connecting plates are respectively positioned on two sides of the auxiliary groove, one end of each connecting plate is fixedly connected with one side, away from the transverse rod, of the sliding plate, and the other end of each connecting plate is fixedly connected with one side, away from the adjacent vertical plate, of the vertical plate; the auxiliary groove is arranged on the sliding plate, and the main groove is communicated with the auxiliary groove; when the two groups of supporting components are clamped tightly, the vertical plates are attached to the structural beam.
The resistance pieces are cylindrical and fixedly connected with the bottom surface of the cross rod, and the resistance pieces are uniformly distributed along the main groove.
The locking assembly comprises an insertion handle and a fixing piece, the fixing piece is fixedly connected with the insertion handle, the fixing piece is clamped between two adjacent resistance pieces, and the limiting piece is tightly attached to the top of the supporting assembly; the plug handle runs through main tank and auxiliary tank, also runs through between the auxiliary tank both sides connecting plate simultaneously, and the surface of plug handle has the screw thread, and one side that the mounting was kept away from at the connecting plate to the plug handle is connected with the locating part, and the locating part is the nut, the internal thread of nut and the external screw thread threaded connection of plug handle, and the external diameter of nut is greater than the interval of two connecting plates.
The blocking parts are positioned at the two ends of the cross bar and positioned in the auxiliary grooves.
The utility model discloses during the in-service use:
arrange this structural beam template in between this utility model supporting component's two risers, then pour structural beam template, structural beam template pours the in-process, and two sets of supporting components slide to both sides respectively on the horizontal pole, and suitable position is adjusted to the mounting to adjustment locking Assembly this moment, guarantees that supporting component can press from both sides tight structural beam template.
The utility model has the advantages that:
two sets of supporting components can all slide on the horizontal pole, have increased this utility model's flexibility, have also made things convenient for the adjustment of distance between the two risers of supporting part.
The locking assembly can fix the position of the supporting assembly on the cross rod, the stop piece is designed at the bottom end of the cross rod, the fixing piece can be limited between the adjacent stop pieces, after the structural beam template is poured, the fixing piece is stopped by the stop piece, so that the position of the supporting component on the cross rod is fixed, and the position of the supporting component on the cross rod is locked due to the design of the stop piece.
The design of keeping off the piece avoids the both ends of supporting component roll-off horizontal pole, has increased this utility model's practicality.
The height of riser and the high cooperation of structure roof beam, when accomplishing not co-altitude structure roof beam template support, still avoided the excessive use to the cost consumption that the screw rod increased, replaced the use of traditional square timber joist, avoid material consumption, simplify the ann of structure roof beam template reinforced material and tear work load open.
In addition, this utility model is applicable to the supporting role of the cast-in-place structure beam template of multiple size among the construction project to can have enough to meet the need reuse, reduced construction cost's consumption.
The utility model discloses a simple structure, convenient operation have solved the problem of traditional reinforcement mode, and work efficiency is high, and has reduced construction material's consumption.
Drawings
Fig. 1 is a schematic perspective view of the present invention.
Fig. 2 is a partially enlarged view of a portion a of fig. 1.
Wherein the reference numerals are:
11-cross bar, 12-resistance piece, 13-main groove, 14-auxiliary groove, 15-sliding plate, 16-vertical plate, 17-connecting plate and 18-blocking piece; 21-inserting handle, 22-fixing piece; 23-a stop.
Detailed Description
In order to clearly illustrate the technical features of the present solution, the present solution is explained below by way of specific embodiments.
The first embodiment is as follows:
referring to fig. 1 to 2, an adjustable cast-in-situ structural beam formwork support device includes a cross bar 11, a support assembly, a stopper 12, a locking assembly and a stopper 18;
the cross rod 11 is provided with a main groove 13 penetrating through the cross rod 11;
two groups of supporting components are arranged along the main groove 13, and the supporting components are provided with auxiliary grooves 14 penetrating through the supporting components; the supporting component is positioned on the top surface of the cross rod 11 and comprises a sliding plate 15, a vertical plate 16 and a connecting plate 17; the height of the vertical plate 16 is matched with that of the structural beam, the vertical plate 16 is fixedly connected with the sliding plate 15 and is perpendicular to the sliding plate 15, two connecting plates 17 are arranged, the connecting plates 17 are respectively positioned on two sides of the auxiliary groove 14, one end of each connecting plate 17 is fixedly connected with one side, away from the cross rod 11, of the sliding plate 15, and the other end of each connecting plate 17 is fixedly connected with one side, away from the adjacent vertical plate 16, of the vertical plate 16; the auxiliary groove 14 is arranged on the sliding plate 15, and the main groove 13 is communicated with the auxiliary groove 14; when the two sets of support assemblies are clamped, the risers 16 are attached to the structural beam.
The resistance pieces 12 are cylindrical and fixedly connected to the bottom surface of the cross rod 11, and the resistance pieces 12 are uniformly distributed along the main groove 13.
The locking assembly comprises an insertion handle 21 and a fixing piece 22, the fixing piece 22 is fixedly connected with the insertion handle 21, the fixing piece 22 is clamped between two adjacent resistance pieces 12, and the limiting piece 23 is tightly attached to the top of the supporting assembly; the plug handle 21 penetrates through the main groove 13 and the auxiliary groove 14 and also penetrates through the connecting plates 17 on two sides of the auxiliary groove 14, threads are arranged on the surface of the plug handle 21, a limiting piece 23 is connected to one side, away from the fixing piece 22, of the connecting plate 17 of the plug handle 21, the limiting piece 23 is a nut, internal threads of the nut are in threaded connection with external threads of the plug handle 21, and the outer diameter of the nut is larger than the distance between the two connecting plates 17.
The technical features that the utility model has not been described can be realized through or adopt prior art, and no longer give unnecessary details here, and of course, the above-mentioned explanation is not right the utility model discloses a restriction, the utility model discloses also not only be limited to the above-mentioned example, ordinary skilled person in this technical field is in the utility model discloses a change, modification, interpolation or replacement made in the essential scope also should belong to the utility model discloses a protection scope.
Claims (6)
1. The utility model provides a cast-in-place structure beam mold board strutting arrangement of adjustable, includes horizontal pole (11), its characterized in that: comprises a resistance piece (12), a support component and a locking component;
the cross rod (11) is provided with a main groove (13) penetrating through the cross rod (11); the number of the blocking pieces (12) is multiple, and the blocking pieces (12) are fixedly connected with the cross rod (11); two groups of supporting components are arranged along the main groove (13), and the supporting components are provided with auxiliary grooves (14) penetrating through the supporting components;
locking Assembly is including inserting handle (21) and mounting (22), mounting (22) with insert handle (21) fixed connection, insert handle (21) and run through master tank (13) and auxiliary tank (14), mounting (22) joint in adjacent two hinder between the piece (12), insert handle (21) and be connected with locating part (23), locating part (23) are hugged closely supporting assembly's top.
2. The adjustable cast-in-place structural beam formwork support device according to claim 1, wherein the blocking members (12) are cylindrical and located on the bottom surface of the cross bar (11), and the blocking members (12) are evenly distributed along the main groove (13).
3. The adjustable cast-in-place structural beam formwork support device according to claim 1, wherein the support assembly is located on the top surface of the cross bar (11), and comprises a sliding plate (15), a vertical plate (16) and a connecting plate (17); the vertical plates (16) are fixedly connected with the sliding plates (15) and are perpendicular to each other, and the heights of the vertical plates (16) are matched with the height of the structural beam; two connecting plates (17) are arranged, the connecting plates (17) are respectively positioned at two sides of the auxiliary groove (14), one end of each connecting plate (17) is fixedly connected with one side, away from the cross rod (11), of the sliding plate (15), and the other end of each connecting plate is fixedly connected with one side, away from the adjacent vertical plate (16), of the vertical plate (16); the auxiliary groove (14) is opened in the sliding plate (15), and the auxiliary groove (14) is communicated with the main groove (13).
4. The adjustable cast-in-place structural beam formwork support device according to claim 1, comprising stoppers (18), wherein the stoppers (18) are located at both ends of the cross bar (11) and in the secondary groove (14).
5. The adjustable cast-in-place structural beam formwork supporting device according to claim 3, wherein the insert handle (21) penetrates through the auxiliary groove (14) between the connecting plates (17) on two sides, the surface of the insert handle (21) is provided with threads, the insert handle (21) is connected with the limiting part (23) on one side of the connecting plate (17) far away from the fixing part (22), the limiting part (23) is a nut, the internal threads of the nut are in threaded connection with the external threads of the insert handle (21), and the external diameter of the nut is larger than the distance between the two connecting plates (17).
6. The adjustable cast-in-place structural beam formwork support device according to claim 3, wherein the risers (16) are attached to the structural beam when the two sets of support assemblies are clamped.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022882040.7U CN214169914U (en) | 2020-12-04 | 2020-12-04 | Cast-in-place structure roof beam template strutting arrangement of adjustable |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022882040.7U CN214169914U (en) | 2020-12-04 | 2020-12-04 | Cast-in-place structure roof beam template strutting arrangement of adjustable |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214169914U true CN214169914U (en) | 2021-09-10 |
Family
ID=77603777
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022882040.7U Active CN214169914U (en) | 2020-12-04 | 2020-12-04 | Cast-in-place structure roof beam template strutting arrangement of adjustable |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214169914U (en) |
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2020
- 2020-12-04 CN CN202022882040.7U patent/CN214169914U/en active Active
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