CN211548764U - Stiffened column base integral template structure - Google Patents
Stiffened column base integral template structure Download PDFInfo
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- CN211548764U CN211548764U CN201821621796.2U CN201821621796U CN211548764U CN 211548764 U CN211548764 U CN 211548764U CN 201821621796 U CN201821621796 U CN 201821621796U CN 211548764 U CN211548764 U CN 211548764U
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- side die
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- plate pattern
- cope match
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Abstract
The utility model relates to an integral template structure of strength nature column base, including integral template, slip casting observation hole, slant brace rod and the obturator of caulking, integral template comprises cope match-plate pattern, first side form, spacing hoop board, vaulting pole, second side form, die block and stull, sets up the slip casting observation hole on the cope match-plate pattern, sets up the vaulting pole on the cope match-plate pattern, sets up the slant brace rod between vaulting pole and the cope match-plate pattern, and the inboard of cope match-plate pattern sets up the obturator of caulking along the hoop; a first side die is arranged on the outer side of the top die, a second side die is arranged on the outer side of the first side die, a cross brace is arranged between the first side die and the second side die, and the cross brace is a screw or a jack with adjustable length; the bottom die is arranged at the lower ends of the first side die and the second side die and between the first side die and the second side die. The utility model has the advantages that: the utility model discloses the convenience is assembled at the scene, and the wholeness is good, and the accessible stull exerts the top pressure to first side form and second side form, realizes the self-balancing of structrual support body.
Description
Technical Field
The utility model relates to a strength nature column base template structure, in particular to integral template structure of strength nature column base that structural integrity is good, site operation is efficient, the quality is reliable is assembled in the location belongs to the housing construction field, is applicable to strength nature column base pouring work.
Background
Along with the development of economy in China, the construction scale of construction engineering is continuously enlarged, and super high-rise buildings in cities are more and more. The stiff steel column base is an important part for connecting the upper main body structure of the super high-rise building with the foundation, and the requirement on the strength of template support is particularly high. Template structure among the prior art often is difficult to satisfy the requirement of the intensity and the stability ability of structure, if can not effectual assurance in these respects, must lead to the fact adverse effect to the quality and the efficiency of construction of structure.
In summary, although the existing construction method has a good construction effect under a proper working condition, the existing construction method has defects in the aspects of improving the shearing resistance and integrity of a column base, improving the mounting and positioning precision of a component and the like. In view of this, in order to effectively reduce the installation difficulty of the stiff column base and improve the field construction efficiency, the stiff column base integral type formwork structure which can improve the integrity and the field construction efficiency of the formwork supporting structure and reduce the difficulty of the field hoisting construction is urgently needed to be invented at present.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a not only can promote the template and prop up the wholeness of establishing the structure and prop up the integral template structure of strength nature column base of establishing the efficiency of construction, reducing the degree of difficulty of on-the-spot hoist and mount construction with the scene.
In order to achieve the technical purpose, the utility model adopts the following technical scheme:
the integral template structure comprises an integral template, a grouting observation hole, an oblique supporting rib and a joint filling airtight body, wherein the integral template consists of a top mold, a first side mold, a limiting hoop plate, a supporting rod, a second side mold, a bottom mold and a cross brace; a first side die is arranged on the outer side of the top die, a second side die is arranged on the outer side of the first side die, a cross brace is arranged between the first side die and the second side die, and the cross brace is a screw or a jack with adjustable length; the bottom die is arranged at the lower ends of the first side die and the second side die and between the first side die and the second side die.
Preferably, the method comprises the following steps: the top die, the first side die, the second side die and the bottom die are made of aluminum alloy templates or steel templates.
Preferably, the method comprises the following steps: the top surface elevation of the grouting observation hole is 2-5 cm higher than that of the top mold.
Preferably, the method comprises the following steps: the limiting hoop plate is arranged on the outer side of the first side die and distributed along the annular direction.
The utility model has the following characteristics and beneficial effect:
(1) the utility model discloses the convenience is assembled at the scene, and the wholeness is good, and the accessible stull exerts the top pressure to first side form and second side form, realizes the self-balancing of structrual support body.
(2) The utility model discloses set up special obturator of caulking in top mould seam crossing, can prevent the emergence of local thick liquid problem of leaking.
Drawings
Fig. 1 is a schematic view of the integral form structure of the present invention.
In the figure: 1-integral form; 2-a stay bar; 3-horizontal bracing; 4-a first side mold; 5-a second side mold; 6-top mould; 7-limiting hoop plates; 8-bottom die; 9-grouting observation holes; 10-oblique supporting ribs; 11-caulking the closure.
Detailed Description
The present invention will be further described with reference to the following examples. The following description of the embodiments is merely provided to aid in understanding the invention. It should be noted that, for those skilled in the art, without departing from the principle of the present invention, the present invention can be further modified and modified, and such modifications and modifications also fall within the protection scope of the appended claims.
Referring to fig. 1, the integral formwork structure of the stiff column base comprises a top formwork 6, a first side formwork 4, a limiting hoop plate 7, a supporting rod 2, a second side formwork 5, a bottom formwork 8 and a cross brace 3, wherein a grouting observation hole 9 is formed in the top formwork 6, an oblique supporting rib 10 is arranged between the supporting rod 2 and the first side formwork 4, and a joint sealing closed body 11 is arranged on the inner side of the top formwork 6 along the annular direction; the cross brace 3 is arranged between the first side die 4 and the second side die 5 and adopts a screw or a jack with adjustable length.
The integral template 1 consists of a top template 6, a first side template 4, a limiting hoop plate 7, a stay bar 2, a second side template 5, a bottom template 8 and a cross brace 3; the stay bar 2 and the cross brace 3 both adopt twisted steel bars with the diameter of 32 mm; the first side die 4, the second side die 5, the top die 6 and the bottom die 8 all adopt aluminum templates, and the thickness is 2 mm; the limiting hoop plate 7 adopts a throat hoop with the thickness of 2mm and the width of 2 cm.
The diameter of the grouting observation hole 9 is 4 cm;
the diagonal bracing rib 10 is made of a twisted steel bar with the diameter of 32 mm;
the caulking obturator 11 adopts cement paste with the strength grade of M20.
Claims (4)
1. A stiff column base integral template structure is characterized by comprising an integral template (1), a grouting observation hole (9), a diagonal bracing rib (10) and a joint filling airtight body (11), wherein the integral template (1) consists of a top mold (6), a first side mold (4), a limiting hoop plate (7), a bracing rod (2), a second side mold (5), a bottom mold (8) and a cross brace (3), the grouting observation hole (9) is formed in the top mold (6), the bracing rod (2) is arranged at the upper end of the top mold (6), the diagonal bracing rib (10) is arranged between the bracing rod (2) and the top mold (6), and the joint filling airtight body (11) is arranged on the inner side of the top mold (6) along the circumferential direction; a first side die (4) is arranged on the outer side of the top die (6), a second side die (5) is arranged on the outer side of the first side die (4), a cross brace (3) is arranged between the first side die (4) and the second side die (5), and the cross brace (3) is a screw or a jack with adjustable length; the bottom die (8) is arranged at the lower ends of the first side die (4) and the second side die (5) and between the first side die and the second side die.
2. The stiff plinth integral form work structure of claim 1, characterized in that: the top die (6), the first side die (4), the second side die (5) and the bottom die (8) are made of aluminum alloy templates or steel templates.
3. The stiff plinth integral form work structure of claim 1, characterized in that: the top surface elevation of the grouting observation hole (9) is 2-5 cm higher than that of the top die (6).
4. The stiff plinth integral form work structure of claim 1, characterized in that: the limiting hoop plate (7) is arranged on the outer side of the first side mold (4) and is distributed along the annular direction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821621796.2U CN211548764U (en) | 2018-09-30 | 2018-09-30 | Stiffened column base integral template structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821621796.2U CN211548764U (en) | 2018-09-30 | 2018-09-30 | Stiffened column base integral template structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211548764U true CN211548764U (en) | 2020-09-22 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821621796.2U Active CN211548764U (en) | 2018-09-30 | 2018-09-30 | Stiffened column base integral template structure |
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| Country | Link |
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| CN (1) | CN211548764U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112627511A (en) * | 2020-12-02 | 2021-04-09 | 中国建筑第二工程局有限公司 | Adjustable template clamp for pouring box type column base and using method thereof |
-
2018
- 2018-09-30 CN CN201821621796.2U patent/CN211548764U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112627511A (en) * | 2020-12-02 | 2021-04-09 | 中国建筑第二工程局有限公司 | Adjustable template clamp for pouring box type column base and using method thereof |
| CN112627511B (en) * | 2020-12-02 | 2022-01-28 | 中国建筑第二工程局有限公司 | Adjustable template clamp for pouring box type column base and using method thereof |
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