CN210713815U - Template tool for cast-in-situ section of laminated column - Google Patents

Template tool for cast-in-situ section of laminated column Download PDF

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Publication number
CN210713815U
CN210713815U CN201921477164.8U CN201921477164U CN210713815U CN 210713815 U CN210713815 U CN 210713815U CN 201921477164 U CN201921477164 U CN 201921477164U CN 210713815 U CN210713815 U CN 210713815U
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cast
place section
connecting plate
shaped
template
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CN201921477164.8U
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Chinese (zh)
Inventor
谢志明
王磊
和超
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Sany Construction Technology Co Ltd
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Sany Construction Technology Co Ltd
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Abstract

The utility model discloses a template frock of cast-in-place section of superimposed column, the template frock of this cast-in-place section of superimposed column include two L type panels and mounting, and the mounting is used for fixing the both ends of two L type panels so that two L type panels concatenation forms "mouthful" style of calligraphy structure. When the template tool of the cast-in-place section of the superposed column is used, the two L-shaped plates are spliced to form a square shape, then the splicing ends of the two L-shaped plates are fixed through the fixing piece, and after the cast-in-place section of the superposed column is poured, the fixing piece and the two L-shaped plates are detached. The utility model discloses a template frock of cast-in-place section of superposed column simple structure, prop up and establish that the process is simple and direct, efficient, two L type panels are fixed in the outside of cast-in-place section of superposed column, and two L type panels are integrative, have avoided the corner of concrete placement in-process L type panel to appear leaking the condition of thick liquid to the probability that rises the mould has appeared in the concrete placement in-process has been reduced.

Description

Template tool for cast-in-situ section of laminated column
Technical Field
The utility model relates to a concrete superposed column preparation technical field, in particular to template frock of cast-in-place section of superposed column.
Background
With the push of assembly type buildings, the overlapped assembly type buildings gradually appear in the public visual field. The laminated frame column structure absorbs the advantages of a cast-in-place concrete structure and a precast concrete structure, and has good overall performance. In the superimposed frame post work progress, the template is consolidated and is set up and directly is deciding the efficiency of construction, is also influencing the appearance quality of building the main part.
The cast-in-place section template of coincide frame post is erected and is established through setting up wooden template, back of the body stupefied and to drawing the screw rod and realize at present, and the template is erected and is established the process loaded down with trivial details, and the material is more, and efficiency is lower, moreover because the influence of formwork installation personnel technique in the work progress, often can cause cast-in-place section template tip department to appear leaking thick liquid, and nonstandard phenomena such as the mould that expands appear among the concrete placement process seriously influence building engineering's impression quality and use.
SUMMERY OF THE UTILITY MODEL
The utility model discloses a main aim at provides a template frock of cast-in-place section of coincide post, the template frock of this cast-in-place section of coincide post has solved the technical problem that current cast-in-place section template of coincide post erected that the process is loaded down with trivial details, concrete placement in-process appears the tip and leaks thick liquid and the mould that expands.
The utility model discloses a realize through following technical scheme:
the utility model provides a template frock of cast-in-place section of superimposed column, including two L type panels and mounting, the mounting is used for two the both ends of L type panel are fixed so that two L type panel concatenation forms "mouthful" style of calligraphy structure.
According to the template tool for the cast-in-place section of the superposed column, the L-shaped plate comprises a first connecting plate and a second connecting plate, the first connecting plate and the second connecting plate are connected into an L shape, and supporting pieces are arranged on the outer sides of the first connecting plate and the second connecting plate relative to the square-shaped structure body.
According to the template tool of the cast-in-place section of the superposed column, the first connecting plate is detachably connected with the supporting piece; the second connecting plate is detachably connected with the supporting piece.
According to the template tool for the cast-in-place section of the superposed column, the supporting piece is a right-angle triangular support, the right-angle triangular support comprises a right-angle side support, and the right-angle side support is connected with the first connecting plate and the second connecting plate through tongue-and-groove joints.
According to the template tool for the cast-in-place section of the superposed column, the first connecting plate and the second connecting plate are both provided with tenon structures, and the right-angle side support is provided with a mortise structure matched with the tenon structures.
According to the template tool for the cast-in-place section of the superposed column, the fixing parts are bolts, and bolt holes matched with the bolts are formed in the two end parts of the two L-shaped plates.
According to the template tool for the cast-in-place section of the superposed column, in the two L-shaped plates, the depth directions of the bolt holes at the two ends of one L-shaped plate are consistent with the thickness direction of the L-shaped plate, and the depth directions of the bolt holes at the two ends of the other L-shaped plate are consistent with the length direction of the L-shaped plate.
According to the template tool for the cast-in-place section of the superposed column, the number of the bolt holes at the first end and the second end of the L-shaped plate is three, and the three bolt holes are uniformly distributed in the width direction of the L-shaped plate.
According to the template tool for the cast-in-place section of the superposed column, the two L-shaped plates are aluminum alloy plates, and the two L-shaped plates are integrally formed.
The utility model discloses a template frock of cast-in-place section of superimposed column includes two L type panels and mounting, forms "mouthful" style of calligraphy structure with two L type panel concatenations when the template frock of cast-in-place section of superimposed column uses, later with the concatenation end of two L type panels of mounting fixation. This template frock of cast-in-place section of superposed column simple structure, prop up and establish that the process is simple and direct, efficient, and two L type panels are fixed in the outside of cast-in-place section of superposed column, and two L type panels are integrative, have avoided the condition that the corner of concrete placement in-process L type panel appears leaking thick liquid to the probability that rises the mould has appeared in the concrete placement process has been reduced.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings needed to be used in the description of the embodiments or the prior art will be briefly described below, and it is obvious that the drawings in the following description are some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is a top view of a formwork erecting tool for a laminated column cast-in-place section according to an embodiment of the present invention;
fig. 2 is a schematic structural diagram of a support tool for a template of a cast-in-place section of a superposed column according to an embodiment of the present invention in use;
fig. 3 is a schematic structural view of an L-shaped plate and a support member of the tool for supporting a template at a cast-in-place section of a superposed column provided in an embodiment of the present invention.
Description of reference numerals:
11-L-shaped plate;
12-a fixing member;
13-a support;
14-a gasket;
111-a first connection plate;
112-a second connecting plate;
113-tenon construction;
131-tongue and groove structure.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are some, but not all, embodiments of the present invention. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
In the description of the present invention, it is to be understood that the terms "comprises" and "comprising," and any variations thereof, as used herein, are intended to cover a non-exclusive inclusion, such that a process, method, system, article, or apparatus that comprises a list of steps or elements is not necessarily limited to those steps or elements expressly listed, but may include other steps or elements not expressly listed or inherent to such process, method, article, or apparatus.
In the description of the present invention, it is to be understood that the terms "upper", "lower", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, which are merely for convenience of description of the present invention and simplification of description, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated.
The utility model provides a template frock of cast-in-place section of superimposed column introduces in detail below with concrete embodiment.
Fig. 1 is the embodiment of the utility model provides a cast-in-place section template of superimposed column props up establishes the structural schematic diagram in the frock use, fig. 2 is the utility model provides a cast-in-place section template of superimposed column props up establishes the plan view of frock, fig. 3 is the utility model provides a cast-in-place section template of superimposed column props up establishes the L type panel and the support piece's of frock structural schematic diagram. Referring to fig. 1 to 3, a first aspect of the present embodiment provides a formwork tool for a cast-in-place section of a composite column, where the formwork tool for the cast-in-place section of the composite column includes two L-shaped plates 11 and a fixing member 12, and the fixing member 12 is used to fix two ends of the two L-shaped plates 11 so that the two L-shaped plates 11 are spliced to form a "square" shaped structure.
In the present embodiment, the specific material of the two L-shaped plates 11 is not particularly limited. The length and the width of the two L-shaped plates 11 may be preset according to the width and the length of the cast-in-place section of the superposed column, and this embodiment is not particularly limited, and the two L-shaped plates 11 are the same L-shaped plate in this embodiment.
The template frock of the cast-in-place section of superimposed column of this embodiment is the L type, only need to dock two L type panel 11 when using and can form the template of pouring through the fixed butt joint end of mounting 12, treat the cast-in-place section concrete placement of superimposed column and accomplish the back, demolish mounting and two L type panels can, compare among the prior art through setting up wooden template, the stupefied material of having saved with the mode of split screw rod of the back of the body, and the template frock installation of this cast-in-place section of superimposed column is swift convenient with demolising, the operation mode is simple, the preparation efficiency of superimposed column has been improved to a certain extent.
The cast-in-place section template of coincide frame post of this embodiment is formed by two L type panels concatenation, and the corner of L type panel is the encapsulated situation to the probability that rises the mould appears in the corner concrete placement in-process of having avoided L type panel, improved the appearance quality of cast-in-place section of coincide frame post.
The template tool of the cast-in-place section of the superposed column comprises two L-shaped plates and a fixing piece, the two L-shaped plates are spliced to form a structure body shaped like a Chinese character 'kou' when the template tool of the cast-in-place section of the superposed column is used, and then the fixing piece is used for fixing the splicing end of the two L-shaped plates. This template frock of cast-in-place section of superposed column simple structure, prop up and establish that the process is simple and direct, efficient, and two L type panels are fixed in the outside of cast-in-place section of superposed column, and two L type panels are integrative, have avoided the condition that the corner of concrete placement in-process L type panel appears leaking thick liquid to the probability that rises the mould has appeared in the concrete placement process has been reduced.
Preferably, the L-shaped plate 11 comprises a first connecting plate 111 and a second connecting plate 112, and the first connecting plate 111 and the second connecting plate 112 are provided with a support 13 on the outer side of the square structure. Through setting up support piece 13 in this embodiment, at the concrete vibration in-situ section in-process, support piece provides thrust for first connecting plate 111 and second connecting plate 112, further guarantees not running the mould, has improved the appearance quality of the in-situ section of superimposed column.
Further, the first connection plate 111 is detachably connected to the support 13; the second connecting plate 112 is detachably connected to the support 13. In this embodiment, the supporting member 13 is detachably connected to the first connecting plate 111 and the second connecting plate 112, and the supporting member 13 is detached and placed when the supporting tool of this embodiment is not used, so that the storage space is saved.
Further, the supporting member 13 is a right-angled triangle support, which includes a right-angled side support, and the right-angled side support of the right-angled triangle support is connected with the first connecting plate 111 and the second connecting plate 112 through tongue-and-groove. In the embodiment, the supporting piece is set to be the right-angle triangular support, one right-angle side support is connected with the connecting plate, the other right-angle side support is in contact with the ground, the structure is simple, the right-angle side support of the right-angle triangular support is connected with the first connecting plate and the second connecting plate through the tongue-and-groove, when the right-angle triangular support is connected with the first connecting plate and the second connecting plate, the tongue-and-groove only needs to be aligned for connection, and the operation is fast and convenient.
Further, all be provided with tenon structure 113 on first connecting plate and the second connecting plate in this embodiment, be provided with on the right-angle side support with tenon structure 113 complex tongue-and-groove structure 131. In this embodiment, the tenon structure 113 is respectively disposed in the middle of the first connecting plate 111 and the second connecting plate 112, and the stress of the four supporting members 13 is more uniform, and the supporting effect is better.
Preferably, the fixing member 12 is a bolt, and bolt holes matched with the bolt are formed at both ends of the two L-shaped plates 11. Through adopting two L shaped plate of bolt fastening in this embodiment, realized the fastening nature of connection and the swift convenience of installation, guaranteed the quality of connection again under the circumstances of guaranteeing construction speed, the junction of this embodiment bolt cap and L shaped plate is provided with gasket 14, and gasket 14 further protects the contact surface of L shaped plate 11 and bolt not damaged. The cast-in-place section template of superimposed column of this embodiment props up establishes frock and can have enough to meet the need the use many times, green, greatly reduced cost, and can batch production, reduced the comprehensive cost.
Further, in the two L-shaped plates, the depth direction of the bolt holes at the two ends of one L-shaped plate 11 is consistent with the thickness direction of the L-shaped plate, and the depth direction of the bolt holes at the two ends of the other L-shaped plate 11 is consistent with the length direction of the L-shaped plate.
Furthermore, in this embodiment, the number of the bolt holes at the first end and the second end of the L-shaped plate 11 is three, and the three bolt holes are uniformly distributed in the width direction of the L-shaped plate 11. Two link of two L type panels 11 of this embodiment all link to each other through three bolt, consolidate convenient and fast.
Preferably, both the L-shaped plates 11 are aluminum alloy plates, and the two L-shaped plates 11 are integrally formed. In the embodiment, the two L-shaped plates 11 are aluminum alloy plates, so that the overall quality of the erecting tool is further reduced on the premise of ensuring certain strength, the efficiency of erecting the template is improved to a certain extent, and the tool is conveniently dismantled and recycled after the strength grade of concrete at the cast-in-place section of the laminated column reaches the design requirement; the two L-shaped plates 11 are integrally formed, so that the manufacturing is convenient.
A second aspect of the present embodiment provides a method for using a formwork fixture of a cast-in-place section of a superposed column, where the formwork fixture of the cast-in-place section of the superposed column includes two L-shaped plates and a fixing member, the fixing member is used to fix two ends of the two L-shaped plates so that the two L-shaped plates are spliced to form a "square-shaped structure, and the method for using the erection fixture includes:
splicing the first L-shaped plate and the second L-shaped plate to form a square-shaped structure;
fixing the splicing ends of the first L-shaped plate and the second L-shaped plate through a fixing piece;
and after the cast-in-place section concrete of the superposed column is poured, removing the fixing piece and the two L-shaped plates.
The utility model discloses a template frock application method of cast-in-place section of superimposed column includes that two L type panels concatenation forms "mouth" style of calligraphy structure, later fixes the concatenation end of two L type panels through the mounting, treats that cast-in-place section concrete placement of superimposed column accomplishes the back, demolishs mounting and two L type panels. The template tool of the cast-in-place section of the superposed column is simple in structure, simple and direct in erecting and dismantling process and high in efficiency, the two L-shaped plates are fixed on the outer side of the cast-in-place section of the superposed column and are all integrated, and the condition that slurry leaks at the corners of the L-shaped plates in the concrete pouring process is avoided, so that the probability of formwork expansion in the concrete pouring process is reduced.
Finally, it should be noted that: the above embodiments are only used to illustrate the technical solution of the present invention, and not to limit the same; although the present invention has been described in detail with reference to the foregoing embodiments, it should be understood by those skilled in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some or all of the technical features may be equivalently replaced; such modifications and substitutions do not depart from the spirit and scope of the present invention.

Claims (9)

1. The utility model provides a template frock of cast-in-place section of superimposed column which characterized in that:
the L-shaped plate splicing structure comprises two L-shaped plates and a fixing piece, wherein the fixing piece is used for fixing two ends of the two L-shaped plates so that the two L-shaped plates are spliced to form a square-shaped structure body.
2. The template tool of the cast-in-place section of the superposed column according to claim 1, characterized in that: the L-shaped plate comprises a first connecting plate and a second connecting plate, the first connecting plate and the second connecting plate are connected into an L shape, and supporting pieces are arranged on the outer sides of the first connecting plate and the second connecting plate relative to the square-shaped structural body.
3. The template tool of the cast-in-place section of the superposed column according to claim 2, characterized in that: the first connecting plate is detachably connected with the supporting piece; the second connecting plate is detachably connected with the supporting piece.
4. The template tool of the cast-in-place section of the superposed column according to claim 2, characterized in that: the supporting piece is a right-angle triangular support, the right-angle triangular support comprises a right-angle side support, and the right-angle side support is connected with the first connecting plate and the second connecting plate through tongues and grooves.
5. The template frock of cast-in-place section of superimposed column of claim 4, characterized in that: the first connecting plate and the second connecting plate are both provided with tenon structures, and the right-angle side support is provided with a mortise structure matched with the tenon structures.
6. The template tool of the cast-in-place section of the superposed column according to claim 1, characterized in that: the fixing piece is a bolt, and bolt holes matched with the bolt are formed in two end portions of the L-shaped plates.
7. The template tool of the cast-in-place section of the superposed column according to claim 6, characterized in that: in the two L-shaped plates, the depth directions of the bolt holes at two ends of one L-shaped plate are consistent with the thickness direction of the L-shaped plate, and the depth directions of the bolt holes at two ends of the other L-shaped plate are consistent with the length direction of the L-shaped plate.
8. The template tool of the cast-in-place section of the superposed column according to claim 6, characterized in that: the number of the bolt holes at the first end and the second end of the L-shaped plate is three, and the three bolt holes are uniformly distributed in the width direction of the L-shaped plate.
9. The template tool of the cast-in-place section of the superposed column according to claim 1, characterized in that: and the two L-shaped plates are aluminum alloy plates and are integrally formed.
CN201921477164.8U 2019-09-05 2019-09-05 Template tool for cast-in-situ section of laminated column Active CN210713815U (en)

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CN201921477164.8U CN210713815U (en) 2019-09-05 2019-09-05 Template tool for cast-in-situ section of laminated column

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Application Number Priority Date Filing Date Title
CN201921477164.8U CN210713815U (en) 2019-09-05 2019-09-05 Template tool for cast-in-situ section of laminated column

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110453915A (en) * 2019-09-05 2019-11-15 三一筑工科技有限公司 The template tooling and its application method of superposed column Cast-in-Situ Segment

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110453915A (en) * 2019-09-05 2019-11-15 三一筑工科技有限公司 The template tooling and its application method of superposed column Cast-in-Situ Segment

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Address after: 102200 1st floor, building 6, No.8 Beiqing Road, Huilongguan town, Changping District, Beijing

Patentee after: Sany Construction Technology Co.,Ltd.

Address before: 410000 Sany industrial city, Sany Road, Changsha Economic and Technological Development Zone, Hunan Province

Patentee before: SANY CONSTRUCTION TECHNOLOGY Co.,Ltd.

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