CN220184633U - Beam bottom limiting beam side template supporting size adjusting assembly - Google Patents
Beam bottom limiting beam side template supporting size adjusting assembly Download PDFInfo
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- CN220184633U CN220184633U CN202321532201.7U CN202321532201U CN220184633U CN 220184633 U CN220184633 U CN 220184633U CN 202321532201 U CN202321532201 U CN 202321532201U CN 220184633 U CN220184633 U CN 220184633U
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- 238000009415 formwork Methods 0.000 claims description 5
- 230000000712 assembly Effects 0.000 claims description 3
- 238000000429 assembly Methods 0.000 claims description 3
- 230000007306 turnover Effects 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 4
- 230000008859 change Effects 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 239000012634 fragment Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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Abstract
The utility model discloses a beam bottom limiting beam side template supporting size adjusting assembly, which comprises a keel limiting fastener, wherein the bottom of the keel limiting fastener is provided with a limiting groove, two sides of the limiting groove are symmetrically provided with side limiting vertical plates, and the side limiting vertical plates on two sides are respectively provided with a side fastening assembly which is perpendicular to the jacking of the side limiting vertical plates; a vertical jacking component is arranged in the center of the top of the keel limiting fastener; the utility model can be buckled at the top of the main beam keel and limit the Liang Ci keel, simultaneously support the beam side template at the side surface of the Liang Ci keel, and flexibly adjust the supporting height of the beam side template; therefore, the beam side templates with the same height are achieved, and the turnover use of the beam side templates of the beam structure with the beam height difference of 0-100 mm can be met.
Description
Technical Field
The utility model belongs to the technical field of building construction, and relates to a beam bottom limiting beam side template support size adjusting assembly.
Background
The beam bottom timber secondary joist of the traditional timber is locked on the steel pipe main joist of the plate support upright rod by being placed on the cross fastener, and the beam side formwork is directly placed on the timber secondary joist, namely the thickness of the beam side formwork is equal to the thickness of the concrete slab subtracted from the beam height. However, in the construction process of the building structure of the nonstandard layer, the actual thickness of the beam side template and the calculated calibrated thickness of the beam side template are different due to the change of the height of the beam and the change of the thickness of the concrete slab. As the traditional beam bottom connecting structure causes that the mounting height of the beam side template is difficult to adjust once being mounted, once the actual thickness of the beam side template is different from the calculated calibration thickness of the beam side template, the actual thickness of the beam side template is needed to be sawed or complemented, the construction difficulty of the beam side template is greatly improved, and the turnover frequency is reduced.
Disclosure of Invention
The utility model aims to provide a beam bottom limiting beam side template supporting size adjusting component which can be buckled at the top of a beam main keel and limit a Liang Ci keel, simultaneously support a beam side template on the side surface of the Liang Ci keel, flexibly adjust the supporting height of the beam side template, and further achieve the beam side template with the same height, and can meet the turnover use of the beam side template of a beam structure with a beam height difference of 0-100 mm.
The utility model is realized by the following technical scheme:
the beam bottom limiting beam side template supporting size adjusting assembly comprises a keel limiting fastener, wherein a limiting groove is formed in the bottom of the keel limiting fastener, side limiting vertical plates are symmetrically arranged on two sides of the limiting groove, and side fastening assemblies perpendicular to the side limiting vertical plates are arranged on the side limiting vertical plates on two sides; the top center of the keel limiting fastener is provided with a vertical jacking component.
After the keel positioning and mounting are completed, the limiting grooves at the bottoms of the keel limiting fasteners correspond to the top contours of the keels, and the limiting grooves are buckled at the tops of the keels, so that the keels limiting fasteners can be buckled and mounted at the tops of the keels. The side limiting vertical plates on the two sides of the limiting groove correspond to the two sides of the keel respectively, and the side fastening assembly is jacked in towards the direction close to the side face of the keel until the side fastening assembly jacks up the side face of the keel, so that the positioning and fixing of the keel limiting fastener on the top of the keel are realized, and meanwhile the keel is limited through the side fastening assembly. The vertical jacking component supports and reinforces the beam side template arranged at the top of the keel, and simultaneously adjusts the height of the vertical jacking component through jacking or descending, so as to adjust the supporting height of the beam side template, flexibly adjust the height of the beam side template, further compensate the height difference of the beam side template during splicing, and effectively avoid saw cutting waste of the beam side template.
In order to better realize the utility model, the vertical jacking component further comprises a jacking screw rod, a jacking nut and a jacking supporting piece, wherein the jacking hole is formed in the center of the top of the keel limiting fastener, the jacking nut is coaxially arranged in the center of the keel limiting fastener corresponding to the jacking hole, the jacking screw rod is installed in a threaded hole of the jacking nut in a threaded fit manner, and the top end of the jacking screw rod penetrates through the jacking hole and is connected with the jacking supporting piece.
The jacking screw is rotated, so that the height of the jacking hole extending out of the top end of the jacking screw is adjusted, and the supporting height of the opposite beam side template of the jacking supporting piece is adjusted.
In order to better realize the utility model, further, the bottom of the jacking supporting piece is provided with a clamping groove, and the top end of the jacking screw rod is rotationally clamped with the clamping groove.
In order to better realize the utility model, further, the bottom of the jacking support is provided with a sleeve, the interior of the sleeve is provided with a threaded hole, and the top end of the jacking screw rod is in threaded fit connection with the threaded hole.
In order to better realize the utility model, the bottom end of the jacking screw is further provided with a force application rod.
In order to better realize the utility model, the side fastening assembly further comprises a side fastening bolt and a side fastening nut, wherein the side limiting vertical plate is provided with a fastening hole, the side fastening nut is coaxially arranged on one side of the side limiting vertical plate far away from the keel, the side fastening bolt is installed in a threaded hole of the side fastening nut in a threaded fit manner, and one end of the side fastening bolt penetrates through the fastening hole to extend into the limiting groove.
Through rotating the fastening bolt, the jacking amount of the fastening bolt extending to the inside of the limiting groove through the fastening hole is adjusted until the end part of the fastening bolt jacks up the side surface of the keel, and limiting of the keel is achieved.
In order to better realize the utility model, the other end of the side fastening bolt is further provided with a force application rod.
In order to better realize the utility model, further, one side of the top end surface of the keel limiting fastener is provided with a beam plate limiting flange along the direction perpendicular to the keel.
Compared with the prior art, the utility model has the following advantages:
(1) According to the utility model, the keel limiting fastener is arranged, the keel limiting fastener is buckled and installed on the top of the keel, and meanwhile, the side limiting vertical plates at the two sides of the keel limiting fastener tightly push and limit the side surface of the keel through the side fastening assembly, so that the keel is effectively prevented from moving, and the stability of a keel supporting structure is ensured;
(2) According to the utility model, the vertical jacking component is arranged at the center of the top of the keel limiting fastener, the beam side template is supported and reinforced through the vertical jacking component, and meanwhile, the height of the beam side template can be flexibly adjusted by adjusting the vertical jacking height of the vertical jacking component, so that the difference between the actual thickness of the beam side template and the calculated calibrating thickness of the beam side template can be compensated by adjusting the height of the beam side template, and the mounting and construction difficulty of the beam side template is greatly reduced.
Drawings
FIG. 1 is a schematic perspective view of the present utility model;
FIG. 2 is a schematic illustration of a keel spacing clip spacing a double keel;
FIG. 3 is a schematic illustration of a keel spacing clip spacing a single keel;
FIG. 4 is a schematic structural view of a side fastening assembly;
fig. 5 is a schematic structural view of a vertical lift assembly.
Wherein: 1-a keel limiting fastener; 2-side limiting vertical plates; a 3-side fastening assembly; 4-a vertical jacking assembly; 5-beam plate limit flanges; 31-side fastening bolts; 32-side fastening nuts; 41-lifting the screw; 42-jacking the nut; 43-jacking the support; 100-limit groove.
Detailed Description
Example 1:
the beam bottom limiting beam side template supporting size adjusting assembly comprises a keel limiting fastener 1, wherein a limiting groove 100 is formed in the bottom of the keel limiting fastener 1, side limiting vertical plates 2 are symmetrically arranged on two sides of the limiting groove 100, and side fastening assemblies 3 perpendicular to the jacking of the side limiting vertical plates 2 are arranged on the side limiting vertical plates 2 on two sides; the top center of the keel limiting fastener 1 is provided with a vertical jacking component 4.
The keel limit fastener 1 comprises a horizontal support plate, wherein a limit groove 100 is formed in the bottom of the horizontal support plate corresponding to the outline of a keel, and if the keel is a square column keel, the limit groove 100 is a square groove; if the keel is a cylindrical keel, the limit slot 100 is an arc slot. The bottom of the horizontal support plate is symmetrically provided with side limiting vertical plates 2 at two sides of the limiting groove 100, and the distance between the side limiting vertical plates 2 at two sides is larger than the width of the keel. The side fastening component 3 is arranged on the side limiting vertical plate 2 along the direction perpendicular to the side limiting vertical plate 2, and the fastening end of the side fastening component 3 can move towards the direction close to or far away from the side surface of the keel, so that the side surface of the keel is tightly fixed or loosened.
As shown in fig. 2, the keel limiting fastener 1 is buckled at the top of the double keels, the side face of one keel is tightly propped and limited by the side face fastening component 3 on one side, and the side face of the other keel is tightly propped and limited by the side face fastening component 3 on the other side. As shown in fig. 3, the keel limiting fastener 1 is buckled at the top of the single keel, and the two sides of the single keel are tightly propped and limited through the side fastening components 3 at the two sides.
The central position of horizontal backup pad is provided with vertical jacking subassembly 4, and the jacking end of vertical jacking subassembly 4 upwards passes the horizontal backup pad and supports the reinforcement to the roof beam side form at fossil fragments top. Meanwhile, the height of the beam side template is adjusted by adjusting the jacking height of the vertical jacking component 4, so that different assembly height requirements of the beam side template can be met.
Further, the vertical lifting assembly 4 has a lifting height of 50mm-80mm in the vertical direction.
Example 2:
the embodiment is further optimized on the basis of the above embodiment 1, as shown in fig. 4 and 5, the vertical jacking component 4 includes a jacking screw 41, a jacking nut 42, and a jacking support 43, a jacking hole is provided in the top center of the keel spacing fastener 1, the jacking nut 42 is coaxially disposed in the center of the keel spacing fastener 1 corresponding to the jacking hole, the jacking screw 41 is installed in a threaded hole of the jacking nut 42 in a threaded fit manner, and the top end of the jacking screw 41 passes through the jacking hole and is connected with the jacking support 43.
The jacking nut 42 is welded at the bottom of the horizontal supporting plate of the keel limit fastener 1, and the threaded hole of the jacking nut 42 and the jacking hole in the horizontal supporting plate are coaxially arranged. The jacking screw 41 is directly screwed into the threaded hole of the jacking nut 42, and the jacking screw 41 is driven to move along the vertical direction by directly rotating the jacking screw 41 so as to adjust the jacking height of the jacking screw 41, thereby adjusting the jacking height of the jacking support 43 to the beam side template.
Further, the jacking supporting member 43 includes any one of a jacking supporting plate, a jacking supporting block and a jacking supporting ball head, and is specifically selected according to a beam side form bottom supporting connection structure.
Further, the bottom end of the jacking screw 41 is provided with a force application rod, and the jacking screw 41 can be rotated conveniently and laborsaving through the force application rod.
Other portions of this embodiment are the same as those of embodiment 1, and thus will not be described in detail.
Example 3:
this embodiment is further optimized based on embodiment 1, as shown in fig. 5, a clamping groove is provided at the bottom of the jacking supporting member 43, and the top end of the jacking screw 41 is rotationally clamped with the clamping groove.
The bottom of jacking support piece 43 is provided with the draw-in groove of T shape, the top of jacking screw 41 be provided with the draw-in groove complex T shape dop of T shape, the draw-in groove of T shape is connected with T shape dop axial fit joint and circumference normal running fit for can relative rotation but can not relative axial displacement between draw-in groove of T shape and the T shape dop, and then guarantee that jacking support piece 43 can follow the vertical jacking of jacking screw 41, but avoid jacking support piece 43 to follow jacking screw 41 rotation.
Other portions of this embodiment are the same as those of embodiment 1, and thus will not be described in detail.
Example 4:
this embodiment is further optimized on the basis of any one of the above embodiments 1 to 3, as shown in fig. 4, a sleeve is disposed at the bottom of the jacking support 43, a threaded hole is disposed in the sleeve, and the top end of the jacking screw 41 is in threaded fit connection with the threaded hole.
The external screw thread on the top end of the jacking screw 41 is directly connected with the threaded hole in the sleeve in a threaded fit mode, so that the installation and the disassembly between the jacking screw 41 and the jacking supporting piece 43 are more convenient and quick, and the construction efficiency is greatly improved.
Other portions of this embodiment are the same as any of embodiments 1 to 3, and thus will not be described in detail.
Example 5:
the embodiments are further optimized on the basis of any one of the above embodiments 1 to 4, as shown in fig. 4 and 5, the side fastening assembly 3 includes a side fastening bolt 31 and a side fastening nut 32, a fastening hole is provided on the side limiting riser 2, the side fastening nut 32 is coaxially disposed on a side of the side limiting riser 2 away from the keel corresponding to the fastening hole, the side fastening bolt 31 is installed in a threaded hole of the side fastening nut 32 in a threaded fit manner, and one end of the side fastening bolt 31 extends to the inside of the limiting slot 100 through the fastening hole.
The side fastening nut 32 is welded on the side surface of the side limiting vertical plate 2 far away from the limiting groove 100, and the threaded hole of the side fastening nut 32 is ensured to be coaxially arranged with the fastening hole on the side limiting vertical plate 2. The side fastening bolt 31 is directly in threaded fit with the threaded hole of the side fastening nut 32, and the length of the side fastening bolt 31 extending to the inside of the limit groove 100 is adjusted by rotating the side fastening bolt 31 until the side fastening bolt 31 tightly pushes the side of the keel, so that the limit of the keel is realized.
Further, the other end of the side fastening bolt 31 is provided with a force applying rod, and the side fastening bolt 31 can be rotated conveniently and laborsaving by the force applying rod.
Other portions of this embodiment are the same as those of embodiment 1, and thus will not be described in detail.
Example 6:
the present embodiment is further optimized based on any one of the foregoing embodiments 1 to 5, as shown in fig. 1, one side of the top end surface of the keel spacing fastener 1 is provided with a beam plate spacing flange 5 along the direction perpendicular to the keel, the beam plate spacing flange 5 extends upward in a protruding manner, and the bottom frame of the beam side template placed on the top of the keel is spacing by the beam plate spacing flange 5, so as to effectively avoid the beam side template from moving on the top of the keel.
Further, the exceeding degree of the beam plate limit flange 5 is more than or equal to 40mm, and the height of the beam plate limit flange 5 is more than or equal to 10mm.
The foregoing description is only a preferred embodiment of the present utility model, and is not intended to limit the present utility model in any way, and any simple modification, equivalent variation, etc. of the above embodiment according to the technical matter of the present utility model fall within the scope of the present utility model.
Claims (8)
1. The beam bottom limiting beam side template supporting size adjusting assembly is characterized by comprising a keel limiting fastener (1), wherein a limiting groove (100) is formed in the bottom of the keel limiting fastener (1), side limiting vertical plates (2) are symmetrically arranged on two sides of the limiting groove (100), and side fastening assemblies (3) perpendicular to the side limiting vertical plates (2) are arranged on the side limiting vertical plates (2) on two sides; the top center of the keel limiting fastener (1) is provided with a vertical jacking component (4).
2. The beam bottom limiting beam side formwork support size adjusting assembly according to claim 1, wherein the vertical jacking assembly (4) comprises a jacking screw (41), a jacking nut (42) and a jacking supporting piece (43), a jacking hole is formed in the center of the top of the keel limiting fastener (1), the jacking nut (42) is coaxially arranged in the center of the keel limiting fastener (1) corresponding to the jacking hole, the jacking screw (41) is installed in a threaded hole of the jacking nut (42) in a threaded fit mode, and the top end of the jacking screw (41) penetrates through the jacking hole and is connected with the jacking supporting piece (43).
3. The beam bottom limiting beam side formwork support size adjusting assembly according to claim 2, wherein a clamping groove is formed in the bottom of the jacking supporting piece (43), and the top end of the jacking screw (41) is rotationally clamped with the clamping groove.
4. The beam bottom limiting beam side formwork support size adjusting assembly according to claim 2, wherein a sleeve is arranged at the bottom of the jacking supporting piece (43), a threaded hole is formed in the sleeve, and the top end of the jacking screw (41) is in threaded fit connection with the threaded hole.
5. A beam bottom limit beam side form support size adjustment assembly according to any one of claims 2-4, wherein the bottom end of the jacking screw (41) is provided with a force applying rod.
6. A beam bottom limit beam side form support size adjustment assembly according to any one of claims 2-4, characterized in that the side fastening assembly (3) comprises a side fastening bolt (31) and a side fastening nut (32), the side limiting vertical plate (2) is provided with a fastening hole, the side fastening nut (32) is coaxially arranged on one side of the side limiting vertical plate (2) away from the keel corresponding to the fastening hole, the side fastening bolt (31) is mounted in a threaded hole of the side fastening nut (32) in a threaded fit manner, and one end of the side fastening bolt (31) penetrates through the fastening hole and extends into the limiting groove (100).
7. A beam bottom limit beam side form support size adjustment assembly according to claim 6, wherein the other end of the side fastening bolt (31) is provided with a force applying rod.
8. A beam bottom limit beam side form support size adjustment assembly according to any one of claims 2-4, wherein one side of the top end face of the keel limit fastener (1) is provided with a beam plate limit flange (5) in a direction perpendicular to the keel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321532201.7U CN220184633U (en) | 2023-06-15 | 2023-06-15 | Beam bottom limiting beam side template supporting size adjusting assembly |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321532201.7U CN220184633U (en) | 2023-06-15 | 2023-06-15 | Beam bottom limiting beam side template supporting size adjusting assembly |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220184633U true CN220184633U (en) | 2023-12-15 |
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ID=89101750
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321532201.7U Active CN220184633U (en) | 2023-06-15 | 2023-06-15 | Beam bottom limiting beam side template supporting size adjusting assembly |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220184633U (en) |
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2023
- 2023-06-15 CN CN202321532201.7U patent/CN220184633U/en active Active
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