CN210563401U - Formwork system of large-section large-load beam - Google Patents
Formwork system of large-section large-load beam Download PDFInfo
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- CN210563401U CN210563401U CN201921193529.4U CN201921193529U CN210563401U CN 210563401 U CN210563401 U CN 210563401U CN 201921193529 U CN201921193529 U CN 201921193529U CN 210563401 U CN210563401 U CN 210563401U
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Abstract
The utility model provides a formwork system of big load beam of large cross-section, includes roof beam body (1) and floor die block (4), its characterized in that: the utility model discloses a beam body die block board, including roof beam body die block board (2), roof beam body die block board (3), bottom of the beam body die block board (2) and bottom of the beam body bearing rod (5), even perpendicular be provided with many beam bottom support posts (7) between the bottom surface of beam bottom bearing rod (5) and the ground, floor die block (4) in the beam body side form (3) outside is provided with sharing support column (6) between the ground perpendicularly, is connected fixedly through anti-skidding mounting (12) between sharing support column (6) and the bottom of the beam bearing rod (5), and the upper end of sharing support column (6) and bottom of the beam support column (7) is provided with height-adjustable spare (8) respectively, the utility model discloses rational in infrastructure, stability and security are very good, can satisfy the construction requirement of the real web beam of big load in large-section, have realized the sharing of support column moreover, set up.
Description
Technical Field
The utility model relates to a formwork system especially relates to a formwork system of big load roof beam of large cross-section, belongs to construction technical field.
Background
At present, large-scale building engineering is more and more, a plurality of high-altitude large-span beam structures are also generated, the beam is different from the traditional concrete beam in that the section and the load of the beam are larger, and for the solid web type beam with the large section and the large load, higher requirements are provided for a formwork supporting system in the construction process. The formwork system of adopting traditional ordinary concrete beam carries out formwork and fixes and can't satisfy actual requirement, because the dead weight of the real binder beam of big cross-section heavy load is very big, it is very high to the mounting process and the bearing capacity of formwork system in pouring and solidification process to require, even the formwork system takes place slight deformation or slides, also can cause serious influence to the whole quality of the big cross-section heavy load roof beam body, can appear the accident of collapsing even when serious. The formwork system of the large-section large-load beam is a construction difficulty, and a safe and reliable formwork device is lacked to solve the problem.
Disclosure of Invention
The utility model aims at that the formwork technical requirement to the real web type roof beam of current big cross-section heavy load is high, and the formwork degree of difficulty is great, and the stability and the unable defect that satisfies the requirement of security of traditional formwork mode provide a rational in infrastructure, and stability and security are very good, can satisfy the construction requirement of the real web type roof beam of big cross-section heavy load, set up and dismantle the formwork system of the big cross-section heavy load roof beam that all is very convenient.
In order to achieve the above object, the technical solution of the present invention is: the utility model provides a formwork system of big load beam of cross-section, includes the roof beam body and floor die block, and the bottom of the roof beam body is provided with roof beam body die block board, and the side of the roof beam body is provided with roof beam body side form board, its characterized in that: the lower surface of the beam body bottom template is placed on the beam bottom bearing rod, a plurality of beam bottom supporting columns are uniformly and vertically arranged between the bottom surface of the beam bottom bearing rod and the ground, a common supporting column is vertically arranged between the floor bottom die outside the beam body side template and the ground, the common supporting column and the beam bottom bearing rod are fixedly connected through an anti-skidding fixing part, and height-adjustable parts are respectively arranged at the upper ends of the common supporting column and the beam bottom supporting column.
Furthermore, a counter-pulling screw rod is arranged between the beam body side template and the floor bottom template.
Furthermore, a plurality of beam bottom transverse fixing rods and a plurality of beam bottom longitudinal fixing rods are arranged under the beam bottom bearing rod, the beam bottom transverse fixing rods and the beam bottom longitudinal fixing rods are respectively fixed on the beam bottom supporting columns, and the beam bottom transverse fixing rods are perpendicular to the beam bottom longitudinal fixing rods.
Further, the anti-skidding mounting includes base fixed slot, connector link, connecting axle, locking bolt, spout and compresses tightly the movable block, installs the connector link through the connecting axle on the base fixed slot, and is fixed mutually through locking bolt between the expansion end of base fixed slot and connector link, sets up the spout of vertical distribution on the base fixed slot, installs in the spout and compresses tightly the movable block, compresses tightly the movable block and be the wedge structure, compresses tightly the big head end of movable block down.
Further, the height-adjustable part is an adjustable screw or an adjustable jacking.
The utility model has the advantages that:
1. the utility model discloses a beam bottom carrier bar is provided with the beam bottom support post in the below of beam bottom carrier bar to be provided with the sharing support column perpendicularly in the outside of roof beam body side form, the floor die block near the beam body not only can be supported to the sharing support column, can also provide the support of certain degree for the template system of the beam body and the beam body itself, played fine supporting role.
2. The utility model discloses rational in infrastructure, stability and security are very good, can satisfy the construction requirement of the real web type roof beam of big load in large-section, have realized the sharing of support column moreover, set up and dismantle all very conveniently, can also adjust the height as required, and adaptability is good.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Fig. 2 is a schematic structural view of the anti-slip fixing member of the present invention.
In the figure: the beam comprises a beam body 1, a beam body bottom template 2, beam body side templates 3, a floor bottom template 4, a beam bottom bearing rod 5, a common supporting column 6, a beam bottom supporting column 7, a height adjustable part 8, a horizontal fixing rod 9, a beam bottom transverse fixing rod 10, a beam bottom longitudinal fixing rod 11, an anti-skidding fixing part 12 and a counter-pulling screw rod 13.
Detailed Description
The invention will be described in further detail with reference to the following description and embodiments with reference to the accompanying drawings:
referring to fig. 1 and 2, the utility model discloses a formwork system of big load roof beam of cross-section, including the roof beam body 1 and floor die block 4, the bottom of the roof beam body 1 is provided with roof beam body die block board 2, and the side of the roof beam body 1 is provided with roof beam body side form 3, its characterized in that: the lower surface of the beam body bottom template 2 is placed on the beam bottom bearing rod 5, a plurality of beam bottom supporting columns 7 are uniformly and vertically arranged between the bottom surface of the beam bottom bearing rod 5 and the ground, a common supporting column 6 is vertically arranged between the floor bottom die 4 on the outer side of the beam body side template 3 and the ground, the common supporting column 6 and the beam bottom bearing rod 5 are fixedly connected through an anti-skidding fixing part 12, and height-adjustable parts 8 are respectively arranged at the upper ends of the common supporting column 6 and the beam bottom supporting column 7.
And a counter-pulling screw 13 is arranged between the beam body side template 3 and the floor bottom die 4.
And a plurality of beam bottom transverse fixing rods 10 and beam bottom longitudinal fixing rods 11 are arranged under the beam bottom bearing rods 5, the beam bottom transverse fixing rods 10 and the beam bottom longitudinal fixing rods 11 are respectively fixed on the beam bottom supporting columns 7, and the beam bottom transverse fixing rods 10 are perpendicular to the beam bottom longitudinal fixing rods 11.
The height-adjustable part 8 is an adjustable screw or an adjustable jacking.
Referring to fig. 1, a beam body 1 is a solid beam body of a large-section large-load beam, the dead weight is very large in the pouring and solidification processes, and the construction requirements cannot be met by adopting a traditional formwork system. The utility model discloses be provided with roof beam body die block board 2 in the bottom of roof beam body 1, the side of roof beam body 1 is provided with roof beam body side form 3, is provided with many counter-pull screw rods 13 between roof beam body side form 3 and the floor die block 4, and the fixing of roof beam body side form 3 can be realized to counter-pull screw rods 13.
The lower surface of the beam bottom template 2 is placed on the beam bottom bearing rod 5, the beam bottom bearing rod 5 is high-strength channel steel or I-steel, bearing capacity is high, and the beam bottom bearing rod 5 can bear the weight of the beam body 1 and the beam template system from the bottom. Evenly be provided with many beam bottom support columns 7 between the bottom surface of beam bottom carrier bar 5 and the ground perpendicularly, each beam bottom support column 7 is parallel to each other, and beam bottom support column 7 can be followed the below and held up and bear the weight of beam bottom carrier bar 5, roof beam body die block board 2, roof beam body side form 3 and roof beam body 1.
The outer side of the beam body 1 is provided with a floor bottom die 4, the floor bottom die 4 is used for bearing a poured concrete floor, and the floor bottom die 4 is supported by a common support rod. The floor bottom die 4 outside the beam body side die plate 3 is vertically provided with a common supporting column 6 between the ground, the common supporting column 6 and the beam bottom bearing rod 5 are fixedly connected through an anti-skid fixing part 12, and the anti-skid fixing part 12 has a well fixed anti-skid effect. The shared support column 6 can support the floor bottom die 4 near the beam body 1, can also provide a certain degree of support for the template system of the beam body and the beam body 1, realizes the sharing of the support column in two aspects at the position, has very good stability and is very convenient to erect and disassemble.
Be provided with many beam bottoms transverse fixing pole 10 and beam bottoms longitudinal fixation pole 11 under beam bottoms carrier bar 5, beam bottoms transverse fixing pole 10 and beam bottoms longitudinal fixation pole 11 are fixed respectively on beam bottoms support column 7 to beam bottoms transverse fixing pole 10 is mutually perpendicular with beam bottoms longitudinal fixation pole 11, is favorable to fixed formation a whole, has improved the stability of beam bottoms support column 7. In addition, the upper ends of the shared supporting column 6 and the beam bottom supporting column 7 are respectively provided with a height adjustable part 8, the height adjustable part 8 is an adjustable screw or an adjustable jacking support, the height can be adjusted as required, and the adaptability is good.
In addition, in order to bear the great load of the roof beam body, place the fastener and slide downwards, the utility model discloses an anti-skidding mounting 12, anti-skidding mounting 12 includes the base fixed slot, the connector link, the connecting axle, locking bolt, the spout and compress tightly the movable block, install the connector link through the connecting axle on the base fixed slot, it is fixed mutually through locking bolt between the expansion end of base fixed slot and connector link, set up the spout of vertical distribution on the base fixed slot, install in the spout and compress tightly the movable block, it is the wedge structure to compress tightly the movable block, compresses tightly the big head end of movable block down. Realize further antiskid locking through compressing tightly the movable block, can not slide along the vertical support pole lapse after the installation is pressed from both sides tightly, the big locking force of bearing pressure is big more, and the fixed effect of antiskid has obtained showing and has promoted.
The above description is for further details of the present invention, and the detailed implementation of the present invention is not limited to these descriptions, and for those skilled in the art to which the present invention pertains, the present invention can be easily replaced, modified and changed without departing from the inventive concept of the present invention, and all of the simple replacements, modifications and changes should be considered as belonging to the protection scope of the present invention.
Claims (5)
1. The utility model provides a formwork system of big load beam of cross-section, includes the roof beam body (1) and floor die block (4), the bottom of the roof beam body (1) is provided with roof beam body die block board (2), and the side of the roof beam body (1) is provided with roof beam body side form board (3), its characterized in that: the lower surface of the beam body bottom template (2) is placed on the beam bottom bearing rod (5), a plurality of beam bottom supporting columns (7) are uniformly and vertically arranged between the bottom surface of the beam bottom bearing rod (5) and the ground, a common supporting column (6) is vertically arranged between the floor bottom template (4) on the outer side of the beam body side template (3) and the ground, the common supporting column (6) and the beam bottom bearing rod (5) are fixedly connected through an anti-skidding fixing part (12), and height-adjustable parts (8) are respectively arranged at the upper ends of the common supporting column (6) and the beam bottom supporting column (7).
2. The formwork system of a large-section large-load beam as claimed in claim 1, wherein: and a split screw (13) is arranged between the beam body side template (3) and the floor bottom die (4).
3. The formwork system of a large-section large-load beam as claimed in claim 1, wherein: and a plurality of beam bottom transverse fixing rods (10) and beam bottom longitudinal fixing rods (11) are arranged under the beam bottom bearing rod (5), the beam bottom transverse fixing rods (10) and the beam bottom longitudinal fixing rods (11) are respectively fixed on the beam bottom supporting columns (7), and the beam bottom transverse fixing rods (10) are perpendicular to the beam bottom longitudinal fixing rods (11).
4. The formwork system of a large-section large-load beam as claimed in claim 1, wherein: anti-skidding mounting (12) include base fixed slot, connector link, connecting axle, locking bolt, spout and compress tightly the movable block, install the connector link through the connecting axle on the base fixed slot, and it is fixed mutually through locking bolt between the expansion end of base fixed slot and connector link, set up the spout of vertical distribution on the base fixed slot, install in the spout and compress tightly the movable block, compress tightly the movable block and be the wedge structure, compress tightly the big head end of movable block down.
5. The formwork system of a large-section large-load beam as claimed in claim 1, wherein: the height-adjustable part (8) is an adjustable screw or an adjustable jacking.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921193529.4U CN210563401U (en) | 2019-07-26 | 2019-07-26 | Formwork system of large-section large-load beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921193529.4U CN210563401U (en) | 2019-07-26 | 2019-07-26 | Formwork system of large-section large-load beam |
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| Publication Number | Publication Date |
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| CN210563401U true CN210563401U (en) | 2020-05-19 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201921193529.4U Active CN210563401U (en) | 2019-07-26 | 2019-07-26 | Formwork system of large-section large-load beam |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114033170A (en) * | 2021-12-02 | 2022-02-11 | 中冶建工集团有限公司 | Concrete beam body assembled template structure |
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2019
- 2019-07-26 CN CN201921193529.4U patent/CN210563401U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114033170A (en) * | 2021-12-02 | 2022-02-11 | 中冶建工集团有限公司 | Concrete beam body assembled template structure |
| CN114033170B (en) * | 2021-12-02 | 2023-02-24 | 中冶建工集团有限公司 | Concrete beam body assembled template structure |
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