CN220848727U - Combined steel frame beam template - Google Patents
Combined steel frame beam template Download PDFInfo
- Publication number
- CN220848727U CN220848727U CN202322639135.XU CN202322639135U CN220848727U CN 220848727 U CN220848727 U CN 220848727U CN 202322639135 U CN202322639135 U CN 202322639135U CN 220848727 U CN220848727 U CN 220848727U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 21
- 239000010959 steel Substances 0.000 title claims abstract description 21
- 230000003014 reinforcing effect Effects 0.000 claims description 26
- 230000002093 peripheral effect Effects 0.000 claims description 5
- 239000002131 composite material Substances 0.000 claims 7
- 238000009415 formwork Methods 0.000 claims 4
- 238000005452 bending Methods 0.000 claims 2
- 238000010276 construction Methods 0.000 description 5
- 239000000463 material Substances 0.000 description 5
- 238000000034 method Methods 0.000 description 5
- 230000007306 turnover Effects 0.000 description 5
- 239000002023 wood Substances 0.000 description 5
- 230000000694 effects Effects 0.000 description 3
- 238000011065 in-situ storage Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000007769 metal material Substances 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 230000000452 restraining effect Effects 0.000 description 1
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a combined steel frame beam template, which comprises a plurality of beam side templates arranged vertically, a beam bottom die arranged transversely and a template; the beam side die is arranged above the beam bottom die, and the lower side of the beam side die is detachably and fixedly connected with one side edge of the beam bottom die; clamping grooves I which can be used for fixing the templates are formed in two opposite side edges of the beam bottom die; a locating piece is further arranged on one side, deviating from the clamping groove I, of the locating piece, the cross section of the locating piece is L-shaped, one end of the locating piece is detachably connected with one side, deviating from the clamping groove I, of the beam bottom die, the other end of the locating piece is abutted with the bottom of the beam side die, and a gap is formed between one end, away from the beam side die, of the locating piece and the beam side die; the top end of the beam side die is provided with a clamping groove II which can be used for fixing the die plate, and two opposite sides of the die plate can be inserted into the gap and the clamping groove II, so that the die plate is detachably fixed on the beam side die.
Description
Technical Field
The utility model relates to the technical field of building templates, in particular to a combined steel frame beam template.
Background
At present, in the actual construction process of a building, a plurality of projects are required to meet the assembly rate, and under the premise of controlling the cost, only mature components with higher yield such as an assembly type floor slab (a concrete laminated slab, a steel bar truss building support plate) and an assembly type stair are selected for construction, so that a combined form of the assembly type floor slab and a cast-in-situ concrete beam is formed, and in many building construction sites at present, the cast-in-situ beam still uses a wood template and a matched supporting and reinforcing system, and the following problems mainly exist: ① The template is more in cutting, the template is easy to deform in the use process after cutting, and the subsequent multiplexing rate is lower, so that the material waste is larger; ② The turnover number of the template is not high, the turnover number of the wood template in the cast-in-situ system is generally 4-5 times, violent form removal exists in the process of removing the template, the template directly falls to the ground after being removed, therefore, the damage to the corners of the template is large, the turnover number of the template is influenced by repeated nailing of the template, and the material waste is caused; ③ The beam forming effect after the die is removed is general, after the wood template is turned 2 times, the whole template has the phenomena of warping, nail eyes and the like, so that the forming effect after the subsequent die removal is poor; ④ The template reinforcement procedure is complicated, the outer side of the template is required to be provided with a main keel and a secondary keel, and the main keel and the secondary keel are required to be connected through nailing; the whole is not matched with the assembly type concept.
Disclosure of utility model
Aiming at the defects existing in the prior art, the utility model aims to provide a combined steel frame beam template, which solves the problems that the template fixing structure is complex, the matched supporting and reinforcing system consumes high materials and cannot be reused, and the overlapping process of the template and the matched supporting and reinforcing system is complicated in the prior art.
The technical problems are solved, and the utility model adopts the following technical scheme:
A combined steel frame beam template comprises a plurality of beam side templates which are vertically arranged, a beam bottom die which is transversely arranged and a template; the beam side die is arranged above the beam bottom die, and the lower side of the beam side die is detachably and fixedly connected with one side edge of the beam bottom die; the two opposite side edges of the beam bottom die are respectively provided with a bulge I extending upwards, the bulges I are bent towards opposite directions and then extend continuously to form an extension section, and the extension section and the upper surface of the beam bottom die form a clamping groove I capable of being used for fixing the die plate; a locating piece is further arranged on one side, deviating from the clamping groove I, of the locating piece, the cross section of the locating piece is L-shaped, one end of the locating piece is detachably connected with one side, deviating from the clamping groove I, of the locating piece, the other end of the locating piece is abutted with the bottom of the beam side die, and a gap is formed between one end, away from the beam side die, of the locating piece and the beam side die; the top of the beam side die is provided with a bulge II extending along the horizontal direction, the bulge II continuously extends to form a fixed section after being bent downwards, the fixed section and the side wall of the top of the beam side die form a clamping groove II which can be used for fixing a die plate, and two opposite sides of the die plate can be inserted into the gap and the clamping groove II to enable the die plate to be detachably fixed on the beam side die.
Preferably, the peripheral edge of the beam side die is bent towards the direction away from the beam side die and then continues to extend to form an edge section.
Preferably, a baffle is further arranged at the top end of the beam side die and at one side away from the clamping groove II, the baffle is fixedly connected with the edge section at the top end of the beam side die and the edge sections at the two opposite sides, and a gap is formed between the baffle and the beam side die.
Preferably, a plurality of connecting holes are provided in the edge section, the connecting holes being spaced apart along the length of the edge section.
Preferably, the peripheral edge of the beam bottom die is bent towards the direction away from the beam bottom die and then continues to extend to form the side edge section.
Preferably, a connecting piece is further arranged between the beam bottom die and the beam side die, the cross section of the connecting piece is L-shaped, one end of the connecting piece is fixedly connected with the side edge section of the beam bottom die, and the other end of the connecting piece is fixedly connected with the edge section of the beam side die; the locating piece is located the top of connecting piece, and the one end that the locating piece kept away from draw-in groove I and the one end that the connecting piece kept away from the roof beam die block are fixed continuous.
Preferably, a plurality of fixing holes are provided on the side sections, the fixing holes being spaced apart along the length direction of the side sections.
Preferably, a plurality of reinforcing members are further arranged on one side of the beam side die or the beam bottom die, which is away from the die plate, wherein the reinforcing members are U-shaped, L-shaped or annular, and the cross sections of the reinforcing members are L-shaped; one side surface of the reinforcing member is fixedly connected with one side of the beam side die or the beam bottom die, which is away from the die plate, and the other side surface of the reinforcing member is fixedly connected with the edge section of the beam side die or the side section of the beam bottom die.
Compared with the prior art, the utility model has the following advantages:
1. According to the utility model, the template is fixed through the clamping grooves I and II on the beam side die, so that the template is fixed on the beam side die and the beam bottom die in a detachable mode, the requirement on the material of the template is low, the template made of a wooden template or a metal material can be adopted, the assembly and disassembly of the template can be realized rapidly, the template is not damaged by the fixing mode, and the recycling rate of the whole combined steel frame beam template is improved.
2. According to the utility model, the beam side die, the beam bottom die and the templates can be prefabricated in a factory, then transported to a construction site for rapid assembly, and the templates are fixed on the beam side die and the beam bottom die in a clamping manner, so that the amount of materials of the fixed structure which is originally matched with the templates is reduced, and the construction cost is greatly reduced on the premise that the combined steel frame beam templates can meet the construction requirements.
3. Compared with the traditional wood template, the installation efficiency of the utility model can be improved by about 30 percent, the turnover frequency can reach more than 50 times, and the turnover frequency is 8-10 times of that of the traditional wood template; meanwhile, the quality of the appearance of the concrete surface can be ensured, so that other marks can not be left on the concrete surface after the mold is removed.
Drawings
Fig. 1 is a schematic view of a structure after a beam side form and a beam bottom form are mounted without a form.
Fig. 2 is an enlarged schematic diagram of the structure of fig. 1 a.
Fig. 3 is a schematic view of the structure of the beam side form after the form is mounted on the beam side form and mounted with the beam bottom form.
Fig. 4 is a schematic structural view of the reinforcing member on the beam bottom die.
In the figure: beam side die 1, beam bottom die 2, template 3, draw-in groove I4, setting element 5, recess 6, draw-in groove II 7, edge section 8, baffle 9, connecting hole 10, side section 11, connecting piece 12, fixed orifices 13, reinforcing member 14.
Detailed Description
The utility model will be further described with reference to the drawings and examples.
The utility model provides a combined steel frame beam template, which is shown in figures 1-3 and comprises a plurality of beam side templates 1 which are vertically arranged, a beam bottom die 2 which is transversely arranged and a template 3. The beam side die 1 is arranged above the beam bottom die 2, and the lower side of the beam side die 1 is detachably and fixedly connected with one side edge of the beam bottom die 2. The beam side die and the beam bottom die are made of steel.
The two opposite sides of the beam bottom die 2 are respectively provided with a bulge I extending upwards, the bulge I continues to extend to form an extension section after being bent towards the opposite directions, the extension section and the upper surface of the beam bottom die form a clamping groove I4 capable of being used for fixing the template, the clamping groove I is arranged along the length direction of the beam bottom die and extends from one side of the beam bottom die to the opposite side of the beam bottom die, and two ends of the clamping groove I penetrate through the side walls of the two opposite sides of the beam bottom die, as shown in fig. 1 and 2, one end of the clamping groove I can be used for enabling the template to slide into the clamping groove I. When the template is required to be fixed on the beam bottom die, the template can be fixed on the beam bottom die only by inserting the template into the clamping grooves I4 on the two opposite sides of the beam bottom die. One side deviating from draw-in groove I still is equipped with a setting element 5, and the cross-section of this setting element is L shape, and its one end is dismantled with the one side deviating from draw-in groove I on the roof beam die block and is linked to each other, and its other end and the bottom butt of roof beam side form make this setting element keep away from between one end and the roof beam side form of roof beam side form clearance, and the template can insert in this clearance to fix in the one side surface of roof beam side form. The top of roof beam side form has the protruding II that extends along the horizontal direction, protruding II continues to extend after buckling downwards and forms fixed section, and this fixed section forms the draw-in groove II 7 that can be used for the fixed template with the lateral wall at roof beam side form top, and draw-in groove II sets up along the length direction of roof beam side form, and extends to its opposite side from one side at roof beam side form top, and draw-in groove II's both ends have run through the lateral wall at the opposite both sides in roof beam side form top, as shown in fig. 1 and 3, draw-in groove II with the clearance is corresponding the setting, the opposite both sides of template can insert the clearance with in the draw-in groove II, makes its detachable fix on the roof beam side form.
In the concrete implementation, the peripheral edges of the beam side mold are bent towards the direction deviating from the beam side mold and then extend continuously to form an edge section 8, so that the beam side mold forms a steel frame structure. The top of roof beam side form and one side that deviates from draw-in groove II still are equipped with a baffle 9, this baffle links to each other with the edge section on roof beam side form top and the edge section of relative both sides is fixed, and have the space between this baffle and the roof beam side form, make and form a groove between this baffle and the roof beam side form, this groove can be used for the detachable fixed continuous with other supporting structure that support structure is supporting, on the one hand can reach the purpose of being connected with joining in marriage to the supporting structure, on the other hand can avoid causing great damage to roof beam side form itself when connecting again, can hang the roof beam side form directly on its supporting structure through this groove, even fix with the bolt, the baffle can prevent that the roof beam side form from falling from its supporting structure that supports, thereby influence the re-use of roof beam side form. Meanwhile, the baffle is positioned on the outer side of the edge section of the beam side die, so that a groove 6 is formed between the baffle and the edge section of the beam side die, and the groove enables the beam side die to be directly placed on a supporting structure matched with the baffle, so that temporary fixation can be realized. A plurality of connecting holes 10 are arranged on the edge section, the connecting holes are distributed at intervals along the length direction of the edge section, and the connecting holes are used for being connected with other supporting structure bolts, so that the quick assembly and disassembly are facilitated. The edge around the beam bottom die continues to extend to form a side section 11 after being bent towards the direction deviating from the beam bottom die, so that the beam bottom die also forms a steel frame structure, and further the beam bottom die and the beam side die have certain strength. The side sections are provided with a plurality of fixing holes 13 which are distributed at intervals along the length direction of the side sections and are used for being connected with other supporting structure bolts in a matched mode, and rapid installation and disassembly are facilitated.
A connecting piece 12 is further arranged between the beam bottom die and the beam side die, the cross section of the connecting piece is L-shaped, one end of the connecting piece is fixedly connected with the side edge section of the beam bottom die, the other end of the connecting piece is fixedly connected with the edge section of the beam side die, but the edge section of the beam side die does not completely cover the one end of the connecting piece, and because the positioning piece is positioned above the connecting piece, one end of the positioning piece, which is far away from the clamping groove I, is fixedly connected with one end of the connecting piece, which is far away from the beam bottom die, so that a space capable of accommodating a template is formed between the positioning piece and the beam side die.
Wherein, a plurality of reinforcing members 14 are further arranged on one side of the beam side mold or the beam bottom mold, which is away from the template, and the reinforcing members are U-shaped, L-shaped or ring-shaped, which refers to the whole shape of the reinforcing members, and the cross section of the reinforcing members is L-shaped, which refers to the cross section of the reinforcing members, as shown in fig. 1 and 4. One side surface of the reinforcing member is fixedly connected with one side of the beam side die or the beam bottom die, which is away from the die plate, and the other side surface of the reinforcing member is fixedly connected with the edge section of the beam side die or the side section of the beam bottom die. In practical implementation, annular reinforcing member and U-shaped reinforcing member mainly set up on the beam bottom mould, and U-shaped reinforcing member and L-shaped reinforcing member mainly set up on the beam side mould, can play the reinforcement effect to the opposite side of beam side mould and beam bottom mould, also strengthen its restraining force to the concrete simultaneously, prevent that it from taking place to warp in the work progress.
The present utility model is not limited to the above embodiments, and the same or similar structures as those of the above embodiments of the present utility model are adopted, and all the structures are within the scope of the present utility model.
Finally, it should be noted that the above embodiments are only for illustrating the technical solution of the present utility model and not for limiting the technical solution, and those skilled in the art should understand that modifications and equivalents may be made to the technical solution of the present utility model without departing from the spirit and scope of the present utility model, and all such modifications and equivalents are included in the scope of the claims.
Claims (8)
1. The combined steel frame beam template is characterized by comprising a plurality of beam side templates (1) which are vertically arranged, a beam bottom die (2) which is transversely arranged and a template (3); the beam side die is arranged above the beam bottom die, and the lower side of the beam side die is detachably and fixedly connected with one side edge of the beam bottom die;
the two opposite side edges of the beam bottom die are respectively provided with a bulge I extending upwards, the bulges I are bent towards opposite directions and then extend continuously to form an extension section, and the extension section and the upper surface of the beam bottom die form a clamping groove I (4) capable of being used for fixing the die plate; a locating piece (5) is further arranged on one side deviating from the clamping groove I, the cross section of the locating piece is L-shaped, one end of the locating piece is detachably connected with one side deviating from the clamping groove I on the beam bottom die, and the other end of the locating piece is abutted with the bottom of the beam side die, so that a gap is formed between one end of the locating piece, which is far from the beam side die, and the beam side die; the top of the beam side die is provided with a bulge II extending along the horizontal direction, the bulge II continuously extends to form a fixed section after being bent downwards, the fixed section and the side wall of the top of the beam side die form a clamping groove II (7) which can be used for fixing a die plate, and two opposite sides of the die plate can be inserted into the gap and the clamping groove II, so that the die plate is detachably fixed on the beam side die.
2. A composite steel framed girder formwork as claimed in claim 1, wherein said peripheral edges of said girder side forms continue to extend after bending in a direction away from said girder side forms to form edge segments (8).
3. The composite steel frame beam template according to claim 2, characterized in that a baffle (9) is further provided on the side of the top end of the beam side mould facing away from the clamping groove II, which baffle is fixedly connected to the edge section of the top end of the beam side mould and to the edge sections on the opposite sides, and a gap is provided between the baffle and the beam side mould.
4. A composite steel frame girder formwork according to claim 2, characterized in that a plurality of connecting holes (10) are provided in the edge sections, said connecting holes being spaced apart along the length of the edge sections.
5. The composite steel frame beam formwork of claim 2, wherein the peripheral edges of the beam form continue to extend after bending in a direction away from the beam form to form side sections (11).
6. The composite steel frame beam template according to claim 5, wherein a connecting piece (12) is further arranged between the beam bottom die and the beam side die, the cross section of the connecting piece is L-shaped, one end of the connecting piece is fixedly connected with a side edge section of the beam bottom die, and the other end of the connecting piece is fixedly connected with an edge section of the beam side die; the locating piece is located the top of connecting piece, and the one end that the locating piece kept away from draw-in groove I and the one end that the connecting piece kept away from the roof beam die block are fixed continuous.
7. The composite steel frame beam formwork of claim 5, wherein a plurality of fixing holes (13) are provided in the side sections, the fixing holes being spaced apart along the length of the side sections.
8. The composite steel frame beam template according to claim 2 or 5, characterized in that a plurality of reinforcing members (14) are further arranged on the side of the beam side mould or the beam bottom mould, which is away from the template, wherein the reinforcing members are U-shaped, L-shaped or annular, and the cross section of the reinforcing members is L-shaped; one side surface of the reinforcing member is fixedly connected with one side of the beam side die or the beam bottom die, which is away from the die plate, and the other side surface of the reinforcing member is fixedly connected with the edge section of the beam side die or the side section of the beam bottom die.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322639135.XU CN220848727U (en) | 2023-09-27 | 2023-09-27 | Combined steel frame beam template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322639135.XU CN220848727U (en) | 2023-09-27 | 2023-09-27 | Combined steel frame beam template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220848727U true CN220848727U (en) | 2024-04-26 |
Family
ID=90779881
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322639135.XU Active CN220848727U (en) | 2023-09-27 | 2023-09-27 | Combined steel frame beam template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220848727U (en) |
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2023
- 2023-09-27 CN CN202322639135.XU patent/CN220848727U/en active Active
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