CN219826130U - Template assembly for pouring structural beam - Google Patents
Template assembly for pouring structural beam Download PDFInfo
- Publication number
- CN219826130U CN219826130U CN202321206613.1U CN202321206613U CN219826130U CN 219826130 U CN219826130 U CN 219826130U CN 202321206613 U CN202321206613 U CN 202321206613U CN 219826130 U CN219826130 U CN 219826130U
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- vertical
- assembly
- cushion block
- structural
- transverse
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- 238000009415 formwork Methods 0.000 claims description 21
- 125000006850 spacer group Chemical group 0.000 claims description 14
- 238000005266 casting Methods 0.000 claims description 13
- 239000002023 wood Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000007493 shaping process Methods 0.000 description 2
- 230000006978 adaptation Effects 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 230000008094 contradictory effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a template component for pouring a structural beam, which comprises a template component, a support beam component and a cushion block, wherein the template component comprises a transverse plate and a vertical plate, and the transverse plate and the vertical plate enclose a pouring space; the support beam assembly is used for bearing the template assembly; the cushion block comprises a vertical part and a transverse part which are connected, the vertical part is detachably connected with the supporting beam assembly, the height of the cushion block on the supporting beam assembly is adjustable, and the transverse part is used for bearing the vertical plate; a cushion block is arranged between at least one vertical plate and the supporting beam component. In the technical scheme of the utility model, the template component forms the frame of the structural beam to be poured, and the support beam component can support the template component while maintaining the frame of the template component. The cushion block is arranged between the vertical plate and the cross beam, and the height of the vertical plate can be adjusted by hanging the height of the cushion block after the height of the vertical plate is determined due to the adjustable height of the cushion block. When facing different riser height demands, only adjust the position of cushion can.
Description
Technical Field
The utility model relates to the technical field of buildings, in particular to a template assembly for pouring a structural beam.
Background
In the field of construction, when pouring with materials such as concrete to form a structural beam, it is necessary to provide side forms on both sides of a pouring space of the structural beam to ensure that the structural beam does not incline before shaping. In general, when the shape and the construction of both sides of a structural beam are different, the heights of the beams on both sides of the structural beam may be different, and in order to accommodate the different heights of the beams on both sides of various structural beams, the heights of the side templates on both sides for manufacturing the structural beam are generally in various specifications.
In the actual use process, a wood cushion block is required to be padded below the side templates so as to ensure that the heights of the beams at the two sides meet the requirements.
Wherein, because the height of wood cushion is not unified, so the workman is difficult to guarantee when filling up the wood block that the template height of structure roof beam both sides accords with the requirement, leads to the commonality relatively poor between the side forms of different roof beam heights.
Disclosure of Invention
The utility model mainly aims to provide a template assembly for pouring a structural beam, and aims to solve the problem of poor universality among existing side templates.
To achieve the above object, the present utility model provides a formwork assembly for a poured structural beam, the formwork assembly for a poured structural beam comprising:
the template assembly comprises a transverse plate and a vertical plate, wherein a pouring space is defined by the transverse plate and the vertical plate;
a support beam assembly for carrying the formwork assembly;
the cushion block comprises a vertical part and a transverse part which are connected, the vertical part is detachably connected with the supporting beam assembly, the height of the cushion block on the supporting beam assembly is adjustable, and the transverse part is used for bearing the vertical plate;
the cushion block is arranged between at least one vertical plate and the supporting beam component.
In some embodiments, the vertical portion is provided with a plurality of groups of positioning holes, the plurality of groups of positioning holes are arranged at intervals in the height direction of the vertical portion, and the vertical portion is fixed at different heights on the support beam assembly after the bolts pass through the positioning holes of different groups.
In some embodiments, the support beam assembly includes a cross beam and a vertical beam supported at the bottom of the cross beam for carrying the spacer and formwork assembly.
In some embodiments, the cross beam is provided with a transverse strip-shaped hole, and the transverse strip-shaped hole extends along the length direction of the cross beam;
the bolt is inserted into the positioning hole and the horizontal strip-shaped hole to fix the vertical part on the cross beam.
In some embodiments, a plurality of the horizontal strip-shaped holes are provided, and each horizontal strip-shaped hole corresponds to one cushion block.
In some embodiments, the width of the elongated holes is greater than the width of the upstands to adjust the spacing between adjacent upstands.
In some embodiments, the support beam assembly includes a fixed plate that abuts the riser and the transom and a triangular wedge that is removably connected to the transom to abut the fixed plate against an outer side of the riser.
In some embodiments, each set of the locating holes comprises a plurality of locating holes;
each group of positioning holes are staggered along the height direction of the vertical part;
each locating hole of each group of locating holes is horizontally arranged on the vertical part.
In some embodiments, the cross beam further comprises a vertical elongated hole adapted to the triangular wedge, the triangular wedge being inserted into the vertical elongated hole to interfere with the fixing plate.
In some embodiments, the cushion block comprises two vertical parts, wherein the two vertical parts are respectively arranged at two ends of the transverse part, and the free ends of the two vertical parts are respectively connected with the support beam assembly;
the cushion blocks comprise a plurality of cushion blocks, and each cushion block is supported on one vertical plate.
In the technical scheme of the utility model, the template component forms the frame of the structural beam to be poured, and the support beam component can support the template component while maintaining the frame of the template component. The cushion block is arranged between the vertical plate and the cross beam, and the height of the vertical plate can be adjusted by hanging the height of the cushion block after the height of the vertical plate is determined due to the adjustable height of the cushion block. When facing different riser height demands, only adjust the position of cushion can.
Drawings
FIG. 1 is a schematic diagram of an embodiment of a pad of the present utility model;
fig. 2 is a schematic view of a formwork assembly for casting a structural beam according to an embodiment of the present utility model.
Detailed Description
The following description of the embodiments of the present utility model will be made more clearly and fully with reference to the accompanying drawings, in which it is evident that the embodiments described are only some, but not all embodiments of the utility model. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
It should be noted that all directional indicators (such as up, down, left, right, front, and rear … …) in the embodiments of the present utility model are merely used to explain the relative positional relationship, movement, etc. between the components in a particular posture (as shown in the drawings), and if the particular posture is changed, the directional indicator is changed accordingly.
It will also be understood that when an element is referred to as being "mounted" or "disposed" on another element, it can be directly on the other element or intervening elements may also be present. When an element is referred to as being "connected" to another element, it can be directly connected to the other element or intervening elements may also be present.
Furthermore, the description of "first," "second," etc. in this disclosure is for descriptive purposes only and is not to be construed as indicating or implying a relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defining "a first" or "a second" may explicitly or implicitly include at least one such feature. In addition, the technical solutions of the embodiments may be combined with each other, but it is necessary to base that the technical solutions can be realized by those skilled in the art, and when the technical solutions are contradictory or cannot be realized, the combination of the technical solutions should be considered to be absent and not within the scope of protection claimed in the present utility model.
The present utility model proposes a formwork assembly for a poured structural beam, referring to fig. 1 and 2, comprising:
the template assembly 1 comprises a transverse plate 11 and a vertical plate 12, wherein the transverse plate 11 and the vertical plate 12 enclose a pouring space;
a support beam assembly 2 for carrying the formwork assembly 1;
a spacer 3, wherein the spacer 3 comprises a vertical part 31 and a transverse part 32 which are connected, the vertical part 31 is detachably connected with the supporting beam assembly 2, the height of the spacer 3 on the supporting beam assembly 2 is adjustable, and the transverse part 32 is used for bearing the vertical plate 12;
the cushion block 3 is provided between at least one of the risers 12 and the support beam assembly 2.
In the present embodiment, a plurality of cross plates 11 and risers 12 together form a frame of the structural beam 100 to be poured, with a pouring space therein. And pouring the structural beam 100 into the constructed frame to finish the shaping of the structural beam. The heights of the two risers 12 contacted by the structural beam 100 are not uniform because the heights of the two sides of the structural beam 100 are not required to be uniform during the casting process. To solve this problem, a spacer 3 is provided under the riser 12 to adjust the height of the riser 12. Wherein, since the structural beam 100 cannot be supported by the air, a support beam assembly 2 is further provided to carry the form assembly 1 and the pad 3.
The cushion block 3 is arranged between the template assembly 1 and the support member, and the template assembly 1 presses and holds the cushion block 3 on the beam 21.
The head block 3 includes a vertical portion 31 and a lateral portion 32, the lateral portion 32 is connected to the riser 12, the vertical portion 31 is connected to the support beam assembly 2, and the height of the riser 12 can be adjusted by moving the head block 3 up and down.
In some embodiments, the upright portion 31 is provided with a plurality of sets of positioning holes 311, the plurality of sets of positioning holes 311 are arranged at intervals in the height direction of the upright portion 31, and the pins pass through the positioning holes 311 of different sets to fix the upright portion 31 at different heights on the support beam assembly 2.
In this embodiment, the vertical portion 31 is provided with a plurality of groups of positioning holes 311, and the plurality of groups of positioning holes 311 are arranged at intervals along the height direction of the vertical portion 31. So that the head block 3 is moved to the target position, and the head block 3 is fixed to support the column riser 12.
When the height of the riser 12 needs to be adjusted, the height of the riser 12 can be indirectly adjusted by adjusting the height of the riser 31. For example, when the vertical portion 31 is moved to a certain height, the height requirement of the riser 12 is satisfied, that is, only the bolt is required to pass through the position corresponding to the support beam assembly 2 and the positioning hole 311, and the cushion block 3 is fixed on the support beam assembly 2, so that the height adjustment of the riser 12 is completed.
Alternatively, the multiple sets of positioning holes 311 may be arranged at staggered intervals, or may be arranged at horizontal intervals, but are always arranged along the height direction of the cushion block 3.
In some embodiments, the support beam assembly 2 includes a beam 21 and a vertical beam 22, the vertical beam 22 is supported on the bottom of the beam 21, and the beam 21 is used for bearing the cushion block 3 and the formwork assembly 1.
In this embodiment, the support beam assembly 2 includes a cross beam 21 and a vertical beam 22, one end of the vertical beam 22 being connected to the ground or wall surface, and the other end being connected to the cross beam 21 to support the cross beam 21 and the formwork assembly 1 carried on the cross beam 21.
Wherein, a part of the beam 21 is connected with the cushion block 3, and the other part is abutted with the transverse plate 11, and the cushion block 3 is provided with a positioning hole 311, and the height of the cushion block 3 can be adjusted by adjusting the positioning hole 311. In addition, since the cushion block 3 carries the riser 12, the height of the riser 12 is also adjusted when the cushion block 3 is adjusted.
Alternatively, the width of the cross beam 21 is determined by the width of the structural beam 100, and the width of the cross beam 21 needs to be greater than the width of the structural beam 100. In this way, the spacer 3 can have a support point to carry the riser 12.
Alternatively, the vertical beams 22 may be extended and retracted in the vertical direction to transport the cross beams 21 to the target location to complete the casting of the structural beam 100.
In some embodiments, the beam 21 is provided with a transverse elongated hole 211, and the transverse elongated hole 211 extends along the length direction of the beam 21;
the pins fix the vertical portion 31 to the cross member 21 by inserting the positioning holes 311 and the horizontal elongated holes 211.
In this embodiment, the number of the elongated holes 211 is plural, so that the spacer 3 is satisfied, and since the spacer 3 is fixed by the elongated holes 211, the elongated holes 211 extend along the longitudinal direction of the cross member 21 until one end of the elongated holes 211 exceeds the entire riser 12, thereby covering it. In order to fix the spacer 3 to the beam 21, the die plate assembly 1 further includes a pin passing through the positioning hole 311 and the elongated hole 211, thereby fixing the spacer 3 to the beam 21.
In some embodiments, a plurality of the elongated holes 211 are provided, and each of the elongated holes 211 corresponds to one of the pads 3.
In this embodiment, a plurality of horizontal elongated holes 211 are provided, positioning holes 311 correspond to the horizontal elongated holes 211, and the cushion block 3 is fixed on the cross beam 21 by fixing members such as bolts and bolts. For example, if a screw is used, the screw passes through the positioning hole 311 and the horizontal elongated hole 211 in sequence, then protrudes out from the other end of the beam 21, and is fixed by a nut, thus fixing the cushion block 3. To prevent an individual screw from being insufficient to carry the weight of the entire riser 12, multiple screws may be provided to distribute the forces to which the individual screw is subjected. Each riser 12 is carried by a spacer 3, and each spacer 3 is detachably disposed in a transverse elongated hole 211.
Optionally, a plurality of elongated transverse holes 211 are in end-to-end communication.
In some embodiments, the width of the elongated holes 211 is greater than the width of the vertical portions 31 to adjust the spacing between adjacent vertical portions 31.
In this embodiment, since the width of the structural beam 100 is different, the position of the pad 3 is also changed accordingly. The width of the horizontal elongated hole 211 is larger than the width of the vertical portion 31, and the vertical portion 31 can move in the elongated hole, so that the cushion block 3 can adapt to the structural beams 100 with different widths. The two risers 12 are surrounded by a casting space, the size of which is determined by the risers 12 and indirectly by the width of the elongated transverse holes 211.
In some embodiments, the support beam assembly 2 includes a fixing plate 23 and a triangular wedge 24, wherein the fixing plate 23 abuts against the riser 12 and the cross beam 21, and the triangular wedge 24 is detachably connected with the cross beam 21 to abut the fixing plate 23 against the outer side surface of the riser 12.
In this embodiment, one end of the fixing plate 23 is disposed on the beam 21 and can move relative to the beam 21, one surface of the fixing plate 23 contacts with a surface of the riser 12 opposite to the surface for pouring the structural beam 100, and after the position of the fixing plate is aligned, the triangular wedge 24 is fixed on the beam 21 and abuts against the fixing plate 23. To prevent the frame constructed by the risers 12 and the cross plates 11 from being moved outwardly by the constant flooding expansion of the casting material during casting.
In some embodiments, each set of the locating holes 311 includes a plurality of locating holes 311;
each group of positioning holes 311 are staggered along the height direction of the vertical portion 31;
the positioning holes 311 of each group of the positioning holes 311 are horizontally provided on the upright portion 31.
In this embodiment, the plurality of positioning holes 311 are used for adjusting the height of the cushion block 3 relative to the beam 21, and the plurality of positioning holes 311 can be horizontally arranged along the vertical direction in sequence, and the adjustment of the cushion block 3 can be completed only by moving the positioning holes 311 located on different horizontal planes.
Besides being horizontally arranged along the vertical direction, the positioning holes 311 of the vertical portion 31 can be arranged on the vertical portion 31 in a staggered manner, so that more space is distributed in the positioning holes, and the height of the positioning holes is more accurate.
In some embodiments, the beam 21 further comprises a vertical elongated hole adapted to the triangular wedge 24, the triangular wedge 24 being inserted into the vertical elongated hole to interfere with the fixing plate 23.
In this embodiment, the cross beam 21 includes a vertically elongated hole into which the triangular wedge 24 is directly inserted, and the stability thereof is high due to the structural characteristics of the triangular wedge 24.
Optionally, a plurality of vertical strip-shaped holes are provided, and a vertical strip-shaped hole is provided below each vertical plate 12. Similarly, a plurality of triangular wedges 24 and fixing plates 23 are provided for fixing the riser 12.
In some embodiments, the cushion block 3 includes two vertical portions 31, the two vertical portions 31 are respectively disposed at two ends of the transverse portion 32, and free ends of the two vertical portions 31 are respectively connected with the support beam assembly 2;
the cushion blocks 3 include a plurality of cushion blocks 3 each supported on one of the risers 12.
In this embodiment, one end of the transverse portion 32 is connected to the vertical portion 31, and one surface of the vertical portion 31 is connected to the support beam assembly 2, so that the weight of the riser 12 carried by the transverse portion 32 is borne by the connection portion between the transverse portion 32 and the vertical portion 31, and such unidirectional stress points are easily broken during long-term use, thereby causing casting failure. Thus, the pad includes two vertical portions 31 and one horizontal portion 32, and the vertical portions 31 are provided at both ends of the horizontal portion 32, respectively, and both vertical portions 31 are connected to the support beam assembly 2 for supporting the weight borne by the horizontal portion 32.
The cushion blocks 3 comprise a plurality of cushion blocks 3, each cushion block 3 is supported on one vertical plate 12, and as the height of the vertical plate 12 needs to be regulated and controlled, the casting is completed more efficiently, and the cushion blocks 3 are arranged below each vertical plate 12, so that the height of each vertical plate 12 can be ensured.
The above description of the preferred embodiments of the present utility model should not be taken as limiting the scope of the utility model, but rather should be understood to cover all modifications, variations and adaptations of the present utility model using its general principles and the following detailed description and the accompanying drawings, or the direct/indirect application of the present utility model to other relevant arts and technologies.
Claims (10)
1. A formwork assembly for casting structural beams, comprising
The template assembly comprises a transverse plate and a vertical plate, wherein a pouring space is defined by the transverse plate and the vertical plate;
a support beam assembly for carrying the formwork assembly;
the cushion block comprises a vertical part and a transverse part which are connected, the vertical part is detachably connected with the supporting beam assembly, the height of the cushion block on the supporting beam assembly is adjustable, and the transverse part is used for bearing the vertical plate;
the cushion block is arranged between at least one vertical plate and the supporting beam component.
2. The formwork assembly for casting a structural beam according to claim 1, wherein a plurality of sets of positioning holes are formed in the vertical portion, the plurality of sets of positioning holes are arranged at intervals in the height direction of the vertical portion, and the vertical portion is fixed at different heights on the support beam assembly after bolts pass through the positioning holes of different sets.
3. The formwork assembly for casting structural beams of claim 2, wherein the support beam assembly comprises a cross beam and a vertical beam, the vertical beam supported at the bottom of the cross beam, the cross beam for carrying the spacer and formwork assembly.
4. A formwork assembly for a poured structural beam as claimed in claim 3, wherein the cross beam is provided with a transverse elongate hole extending along the length of the cross beam;
the bolt is inserted into the positioning hole and the horizontal strip-shaped hole to fix the vertical part on the cross beam.
5. The formwork assembly for a poured structural beam of claim 4, wherein a plurality of said elongated apertures are provided, each of said elongated apertures corresponding to one of said pads.
6. The formwork assembly for casting a structural beam of claim 4, wherein the width of the elongated apertures is greater than the width of the vertical portions to adjust the spacing between adjacent vertical portions.
7. A formwork assembly for a cast structural beam as in claim 3, wherein the support beam assembly includes a fixing plate and a triangular wedge, the fixing plate abutting the riser and the cross beam, the triangular wedge being detachably connected to the cross beam to abut the fixing plate against an outer side of the riser.
8. The formwork assembly for casting a structural beam of claim 2, wherein each set of locating holes comprises a plurality of locating holes;
each group of positioning holes are staggered along the height direction of the vertical part;
each locating hole of each group of locating holes is horizontally arranged on the vertical part.
9. The formwork assembly for a cast structural beam as in claim 7, wherein the cross beam further comprises a vertically elongated hole adapted to the triangular wedge, the triangular wedge inserted into the vertically elongated hole to abut the fixing plate.
10. The formwork assembly for a poured structural beam according to claim 1, wherein the spacer comprises two vertical portions, the two vertical portions are respectively disposed at two ends of the transverse portion, and free ends of the two vertical portions are respectively connected with the support beam assembly;
the cushion blocks comprise a plurality of cushion blocks, and each cushion block is supported on one vertical plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321206613.1U CN219826130U (en) | 2023-05-17 | 2023-05-17 | Template assembly for pouring structural beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321206613.1U CN219826130U (en) | 2023-05-17 | 2023-05-17 | Template assembly for pouring structural beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219826130U true CN219826130U (en) | 2023-10-13 |
Family
ID=88244950
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321206613.1U Active CN219826130U (en) | 2023-05-17 | 2023-05-17 | Template assembly for pouring structural beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219826130U (en) |
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2023
- 2023-05-17 CN CN202321206613.1U patent/CN219826130U/en active Active
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