CN220908897U - Internal stay external pulling type roof frame beam template reinforcement system - Google Patents
Internal stay external pulling type roof frame beam template reinforcement system Download PDFInfo
- Publication number
- CN220908897U CN220908897U CN202322249515.2U CN202322249515U CN220908897U CN 220908897 U CN220908897 U CN 220908897U CN 202322249515 U CN202322249515 U CN 202322249515U CN 220908897 U CN220908897 U CN 220908897U
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- frame beam
- roof
- template
- reinforcement
- transverse
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- 230000002787 reinforcement Effects 0.000 title claims description 68
- 238000009415 formwork Methods 0.000 claims description 27
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 16
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 14
- 229910000831 Steel Inorganic materials 0.000 claims description 12
- 239000010959 steel Substances 0.000 claims description 12
- 229910052742 iron Inorganic materials 0.000 claims description 7
- 238000010276 construction Methods 0.000 abstract description 7
- 238000006073 displacement reaction Methods 0.000 abstract description 4
- 230000002349 favourable effect Effects 0.000 abstract 1
- 230000003014 reinforcing effect Effects 0.000 description 7
- 238000011065 in-situ storage Methods 0.000 description 3
- 239000002023 wood Substances 0.000 description 3
- 238000004873 anchoring Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The frame beam template is arranged in the roof template, a plurality of transverse supporting pieces are arranged at equal intervals between the middle parts of two side plates of the frame beam template, a plurality of transverse pulling and retracting pieces are fixedly connected between the inner edges of the roof templates at equal intervals on two sides of the frame beam template, the transverse pulling and retracting pieces and the transverse supporting pieces are respectively inserted between stirrups of the frame beam stirrups at intervals, and the grid-shaped roof stirrups A and the grid-shaped roof stirrups B on the two roof templates are connected with the frame beam stirrups from two sides; the device can prevent the situation that the frame beam template is trampled and pressed to generate displacement deformation, is favorable for keeping the stability of the template, improves the flatness of a pouring surface, can effectively avoid the phenomenon that the frame beam template expands when pouring, and ensures the pouring construction quality of a roof and the frame beam.
Description
Technical Field
The utility model relates to the field of building reinforcement systems, in particular to an internal support external pulling type roof frame beam template reinforcement system.
Background
The roof frame beam is positioned on the top surface of the whole building structure and mainly used for bearing the dead weight of the roof truss and the live load of the roof, and the load on the roof frame beam comprises the constant load and the live load of the floor. The roof frame beam comprises an assembled roof frame beam structure and a cast-in-situ roof frame beam structure, for the cast-in-situ roof frame beam structure, the roof and the frame beam are cast integrally, the roof template and the frame beam template which are cast in situ at present are wood templates with strong plasticity and low cost, after the wood template is supported, constructors need to frequently move on the templates to weave reinforcement and pour concrete, partial templates are pressed to generate displacement and deformation, the supporting strength of the templates is damaged to a certain extent, and the phenomena of expansion or uneven pouring surface and the like can occur during the pouring operation, so that the pouring construction quality of the roof is influenced, and the reinforcement system of the roof frame beam template is required to be optimized.
Disclosure of utility model
In order to solve the problems, the utility model provides an internal support external pulling type roof frame beam template reinforcement system.
The technical scheme of the utility model is as follows: the utility model provides an internal stay external pulling type roofing frame beam formwork reinforcement system, includes roofing template, recess form frame beam formwork, cage form frame beam reinforcement, latticed roofing reinforcement first and latticed roofing reinforcement second, roofing template and frame beam formwork are the wood form, and the frame beam formwork sets up in the roofing template, equidistant a plurality of transverse support piece that is equipped with between the both sides board middle part of frame beam formwork, frame beam reinforcement and latticed roofing reinforcement all adopt the mode of iron wire ligature to form an organic whole to support at roofing reinforcement and roofing template and be equipped with the cushion, and equidistant fixedly connected with a plurality of transverse receipts draw the piece between the roofing template inner border of frame beam formwork both sides, transverse receipts draw the piece and transverse support piece all alternate between the stirrup of frame beam reinforcement, transverse receipts draw the piece and transverse support piece all avoid with the stirrup contact, latticed roofing reinforcement first and latticed roofing reinforcement second on two roofing templates are connected with beam frame reinforcement from both sides.
Preferably, the outer end of the transverse reinforcement of the latticed roof reinforcement is vertically provided with a vertical dowel A, the vertical dowel A is vertically inserted into one side of the inside of the frame beam reinforcement, the outer end of the transverse reinforcement of the latticed roof reinforcement B is vertically provided with a vertical dowel B, the vertical dowel B is vertically inserted into the other side of the inside of the frame beam reinforcement, and the vertical dowel A and the vertical dowel B are mutually staggered.
Preferably, the vertical dowel steel A and the vertical dowel steel B are downwards inserted below the transverse supporting piece, and the vertical dowel steel and the transverse supporting piece form a staggered structure.
Preferably, the transverse support is a concrete column, the concrete column is a square column, and the surface of the concrete column is provided with a rough surface.
Preferably, the transverse drawing piece is a thin iron sheet, and both ends of the thin iron sheet are nailed on the roof template through nails.
Preferably, the upper part of the frame beam reinforcement is provided with a plurality of longitudinal main reinforcements side by side, auxiliary reinforcements are arranged between the upper longitudinal main reinforcements and the lower longitudinal main reinforcements, and the longitudinal main reinforcements are protruded out of the surface of the roof formwork.
The beneficial technical effects of the utility model are as follows:
(1) The plurality of concrete columns uniformly arranged are used for propping and supporting the side plates of the frame beam templates in the interior, so that the situation that displacement deformation occurs when the frame beam templates are trampled and pressed is prevented, the stability of the templates is kept, the flatness of a pouring surface is improved, the drawing pieces arranged on the two roof templates at the upper ports of the frame beam templates play a transverse drawing role in pouring construction, the phenomenon that the frame beam templates expand during pouring can be effectively avoided, and the pouring construction quality of the roof and the frame beam is ensured.
(2) According to the grid-shaped roof reinforcement, the external end of the transverse reinforcement is provided with the dowel bars which are vertically inserted into the frame beam reinforcement, an anchoring structure is formed after concrete is poured, the frame beam reinforcement and the roof reinforcement are connected into a stable whole, and the integration and the strength of the roof and the frame beam after pouring molding are improved.
Drawings
FIG. 1 is a schematic perspective view of the present utility model;
FIG. 2 is a schematic top view of the present utility model;
FIG. 3 is an enlarged view of a portion of FIG. 2;
FIG. 4 is a cross-sectional view taken along A-A of FIG. 2;
Fig. 5 is a schematic perspective view of the structure of the utility model after removing the grid-shaped roof reinforcement on both sides.
In the figure, the roof forms 11, the frame beam forms 12, the side plates 121, the frame beam reinforcing bars 13, the main bars 131, the stirrups 132, the grid-shaped roof reinforcing bars A, the grid-shaped roof reinforcing bars B, 16, the transverse supporting pieces 17, the transverse pull pieces 181, the transverse reinforcing bars A, 182, the vertical reinforcing bars A, 191, the transverse reinforcing bars B, 192, the vertical reinforcing bars B and 20 nails.
Detailed Description
Referring to fig. 1-4 of the specification, an internally supported externally pulled roof frame beam formwork 12 reinforcement system comprises a roof formwork 11, a groove-shaped frame beam formwork 12, a cage-shaped frame beam reinforcement 13, a grid-shaped roof reinforcement first 14 and a grid-shaped roof reinforcement second 15, wherein the frame beam formwork 12 is arranged in the roof formwork 11, pouring spaces in the frame beam formwork 12 are communicated with pouring spaces above the roof formwork 11, a plurality of transverse supporting pieces 16 are arranged at equal intervals between middle parts of two side plates 121 of the frame beam formwork 12, the transverse supporting pieces 16 are propped against side formworks at two sides, stability of the side formworks is improved, a plurality of transverse pulling pieces 17 are fixedly connected between inner edges of the roof formworks 11 at two sides of the frame beam formwork 12 at equal intervals, the transverse pulling pieces 17 play a transverse pulling role in construction, the phenomenon that the frame beam formwork 12 expands in pouring can be effectively avoided, the transverse pulling pieces 17 and the transverse supporting pieces 16 are all arranged between frame ribs 132 in an alternate mode, uniform supporting is improved in the length direction of the formwork, and the two frame beam formworks 11 are connected with the grid-shaped roof reinforcement first 14 and the grid-shaped roof reinforcement second 15 in a mode, and the grid-shaped roof reinforcement system is formed between the two side reinforcements 13.
The outer end of the transverse reinforcing steel bar 181 of the latticed roof reinforcing steel bar 14 is vertically provided with a vertical dowel steel 182, the vertical dowel steel 182 is vertically inserted into one side of the inside of the frame beam reinforcing steel bar 13, the outer end of the transverse reinforcing steel bar 191 of the latticed roof reinforcing steel bar 15 is vertically provided with a vertical dowel steel 192, the vertical dowel steel 192 is vertically inserted into the other side of the inside of the frame beam reinforcing steel bar 13, the dowel steel of the roof reinforcing steel bar is inserted into the frame beam reinforcing steel bar 13, an anchoring rod structure is formed after concrete is poured, and the frame beam reinforcing steel bar 13 and the roof reinforcing steel bar can be connected into a stable whole.
The vertical dowel bars 182 and the vertical dowel bars 192 are downwards inserted below the transverse support piece 16, and a crisscross structure is formed in the frame beam template 12, so that the pouring strength between concrete and reinforcement bars is improved.
The transverse supporting piece 16 is a concrete column, the concrete column can be integrated with poured concrete after the frame beam is poured, pouring quality is not affected, and the concrete column is a square column.
The transverse drawing piece 17 is a thin iron sheet with high tensile strength, and two ends of the thin iron sheet are nailed on the roof template 11 through nails 20. The upper part of the frame beam reinforcement 13 is provided with a plurality of longitudinal main ribs 131 side by side, and the longitudinal main ribs 131 protrude out of the surface of the roof template 11.
In the utility model, when the pouring construction is performed, constructors stand on the reinforcement bars of the roof to construct, in the process, the inner concrete columns are propped and supported on the two side plates 121 of the frame beam template 12, the situation that displacement deformation occurs when the constructors trample is prevented, the upper end opening of the frame beam template 12 is transversely pulled by the upper pulling piece, the stability of the template is kept, the flatness of a pouring surface is improved, the pouring expansion phenomenon is not easy to occur, and the dowel bars at the outer ends of the transverse reinforcement bars in the grid-shaped roof reinforcement bars are vertically inserted into the frame beam reinforcement bars 13 to form an anchor rod structure, and the frame beam reinforcement bars 13 and the roof reinforcement bars are connected into a stable whole after the concrete is poured, so that the pouring construction quality is improved.
Claims (6)
1. An internal stay external pulling type roof frame beam template reinforcement system is characterized in that: including roofing template, recess form frame beam template, cage form frame beam reinforcement, latticed roofing reinforcement first and latticed roofing reinforcement second, the frame beam template sets up in the roofing template, equidistant a plurality of transverse support piece that is equipped with between the both sides board middle part of frame beam template to equidistant fixedly connected with a plurality of transverse receipts draw the piece between the roofing template inner border of frame beam template both sides, transverse receipts draw the piece and transverse support piece all alternate between the stirrup of frame beam reinforcement, latticed roofing reinforcement first and latticed roofing reinforcement second on two roofing templates are connected with the frame beam reinforcement from both sides.
2. The internal stay external pulling roof frame beam formwork reinforcement system as defined in claim 1, wherein: the outer end of the transverse reinforcing steel bar A of the grid-shaped roof reinforcing steel bar A is vertically provided with a vertical dowel steel bar A, the vertical dowel steel bar A is vertically inserted into one side of the inside of the frame beam reinforcing steel bar, the outer end of the transverse reinforcing steel bar B of the grid-shaped roof reinforcing steel bar B is vertically provided with a vertical dowel steel bar B, and the vertical dowel steel bar B is vertically inserted into the other side of the inside of the frame beam reinforcing steel bar.
3. The internal stay external pulling roof frame beam formwork reinforcement system of claim 2, wherein: the vertical dowel A and the vertical dowel B are downwards inserted below the transverse supporting piece.
4. The internal stay external pulling roof frame beam formwork reinforcement system as defined in claim 1, wherein: the transverse support is a concrete column, and the concrete column is a square column.
5. The internal stay external pulling roof frame beam formwork reinforcement system as defined in claim 1, wherein: the transverse drawing piece is a thin iron sheet, and two ends of the thin iron sheet are nailed on the roof template through nails.
6. The internal stay external pulling roof frame beam formwork reinforcement system as defined in claim 1, wherein: the upper part of the frame beam reinforcement is provided with a plurality of longitudinal main reinforcements side by side, and the longitudinal main reinforcements protrude out of the surface of the roof template.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322249515.2U CN220908897U (en) | 2023-08-22 | 2023-08-22 | Internal stay external pulling type roof frame beam template reinforcement system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322249515.2U CN220908897U (en) | 2023-08-22 | 2023-08-22 | Internal stay external pulling type roof frame beam template reinforcement system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220908897U true CN220908897U (en) | 2024-05-07 |
Family
ID=90920940
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322249515.2U Active CN220908897U (en) | 2023-08-22 | 2023-08-22 | Internal stay external pulling type roof frame beam template reinforcement system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220908897U (en) |
-
2023
- 2023-08-22 CN CN202322249515.2U patent/CN220908897U/en active Active
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