CN218061431U - Hole site adjusting profile for building column template - Google Patents

Hole site adjusting profile for building column template Download PDF

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Publication number
CN218061431U
CN218061431U CN202221479501.9U CN202221479501U CN218061431U CN 218061431 U CN218061431 U CN 218061431U CN 202221479501 U CN202221479501 U CN 202221479501U CN 218061431 U CN218061431 U CN 218061431U
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China
Prior art keywords
hole site
section bar
site adjusting
plywood
template
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CN202221479501.9U
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Chinese (zh)
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张雯雯
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Individual
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Individual
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Abstract

The utility model relates to a building templates device technical field specifically discloses a hole site adjustment section bar for building post template, the vertical beam inboard is provided with multiunit back arris along vertical direction in pairs, the both ends of back arris perpendicular fixed connection respectively in the inboard of vertical beam, the top and the bottom of hole site adjustment section bar correspond respectively to be fixed in the rear end that sets up in pairs the back arris, the plywood is fixed in the rear end of crossbeam and back arris, and the vertical beam back, the back of plywood and the hole site adjustment section bar back splice into complete plane, a plurality of regulation holes have evenly been seted up along the axial in the surface of hole site adjustment section bar, the position that corresponds to the regulation hole height in the middle part of vertical beam side is fixed the sleeve pipe respectively; the problems that the column template is low in assembly efficiency and difficult to guarantee assembly precision and the plywood is damaged when the assembly size is adjusted are solved.

Description

Hole site adjusting profile for building column template
Technical Field
The utility model relates to a building templates device technical field specifically is a section bar is adjusted to hole site for building post template.
Background
The building formwork is a temporary supporting structure, which is manufactured according to the design requirements, so that the concrete structure and the members are formed according to the specified positions and geometric dimensions, the correct positions of the concrete structure and the members are kept, and the self weight of the building formwork and the external load acting on the building formwork are borne. The purpose of the template engineering is to ensure the quality and the construction safety of the concrete engineering, accelerate the construction progress and reduce the engineering cost. A building template structure for cast-in-place concrete structural engineering construction mainly comprises three parts, namely a plywood, a supporting structure and a connecting piece. The plywood is a bearing plate directly contacting with newly cast concrete; the supporting structure is a temporary structure for supporting the panel, the concrete and the construction load, so that the building template structure is firmly combined and is not deformed or damaged; the connecting piece is a fitting for integrally connecting the panel and the support structure.
The building column formwork is used as a formwork and a support for pouring and forming building column structural concrete in construction, and the assembling size can be adjusted by the column formwork due to the size difference of different column requirements. The plywood of the column template is fixed on the inner side of the template frame, and when the assembling size of the column template is adjusted, the operation of fixedly connecting the adjacent templates is troublesome; in the process that the wall-through screw assembly is inserted into two adjacent templates in a penetrating manner, the end part of the wall-through screw can damage the plywood, so that the plywood is changed frequently, and the construction cost is greatly increased; in addition, the assembly accuracy of the column template is difficult to guarantee.
SUMMERY OF THE UTILITY MODEL
The utility model discloses to solve the problem that the assembly efficiency that prior art center pillar template exists when assembling size adjustment is low, the assembly precision is difficult to guarantee and damage the plywood, designed a hole site adjusting profile for building column template.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a section bar is adjusted to hole site for building column template, includes that four are a set of and are used for the combination to enclose into square column cavity structure's template, the template includes frame and plywood, the frame includes end to end mutually perpendicular fixed connection's perpendicular roof beam and crossbeam, still includes the hole site and adjusts the section bar, it is stupefied along the vertical direction in pairs to erect the inboard of the back of the body of the roof beam, the stupefied both ends of the back of the body perpendicular fixed connection respectively in erect the inboard of roof beam, the top and the bottom of hole site adjustment section bar correspond respectively to fix in pairs and set up the stupefied rear end of the back of the body, the plywood is fixed in the stupefied rear end of crossbeam and back of the body, just erect the roof beam back the back of the plywood and the hole site adjustment section bar back splices into complete plane, a plurality of regulation holes have evenly been seted up along the axial in the surface of hole site adjustment section bar, erect roof beam side middle part corresponding to the fixed cover that the position of regulation hole height is equipped with the sleeve pipe respectively.
Preferably, the top and the bottom of the front surface of the hole site adjusting section bar are respectively provided with a rib plate along the horizontal direction, and the front ends of the rib plates are respectively clamped at the edges and corners of the rear ends of the back ridges.
Preferably, reinforcing plates are fixedly connected between the back edges corresponding to the hole site adjusting profiles.
Preferably, a clamping groove with a right-angled cross section is formed in the top of the front end of the rib plate at the top of the front face of the hole site adjusting section bar, and a clamping groove with a right-angled cross section is formed in the bottom of the front end of the rib plate at the bottom of the front face of the hole site adjusting section bar.
Compared with the prior art, the beneficial effects of the utility model are that:
1. the utility model relates to a processing precision of adjusting the hole site of section bar is adjusted to hole site for building column template is high to be convenient for improve the assembly precision of column template.
2. The utility model relates to a section bar is adjusted to hole site for building column template quality is light, intensity is high, when using the screw rod to run through corresponding hole site in the column template, has avoided the damage to the plywood, has reduced the consumption of plywood to reduce building cost and improve assembly efficiency.
Drawings
Fig. 1 is a schematic view of the structure of the template of the present invention;
fig. 2 is a schematic perspective view of the template of the present invention;
FIG. 3 isbase:Sub>A schematic cross-sectional view A-A of FIG. 1 according to the present invention;
FIG. 4 is an enlarged schematic view of the structure of FIG. 3B according to the present invention;
fig. 5 is a schematic side view of the back edge of the present invention;
fig. 6 is a schematic side view of the hole site adjusting section of the present invention.
In the figure: 1-a frame; 11-vertical beam; 111-a sleeve; 12-a cross beam;
2-plywood;
3-dorsal bar;
4-hole site adjusting section bar; 41-adjustment holes; 42-rib plate;
5-reinforcing plate.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative efforts all belong to the protection scope of the present invention.
Please refer to fig. 1-6, the utility model provides a technical scheme, a hole site adjusting profile for building column template, including four a set of templates that just are used for the combination to enclose into square column cavity structures, the template includes frame 1 and plywood 2, frame 1 includes end to end mutually perpendicular fixed connection's perpendicular roof beam 11 and crossbeam 12, still include hole site adjusting profile 4, it is stupefied 3 to be provided with the multiunit back of the body along vertical direction in pairs to erect 11 inboard of roof beam, the both ends of stupefied 3 of the back of the body are perpendicular fixed connection respectively in the inboard of erecting roof beam 11, the top and the bottom of hole site adjusting profile 4 correspond respectively to be fixed in the rear end at stupefied 3 of the back of the body that sets up in pairs, plywood 2 is fixed in crossbeam 12 and the rear end of stupefied 3 of the back of the body, and erect the roof beam 11 back, the back of plywood 2 and the hole site adjusting profile 4 back splice into complete plane, a plurality of adjusting profile 41 have evenly been seted up along the axial in the surface of adjusting profile 4, the position that vertical beam 11 side middle part is corresponding to the height of adjusting hole site is equipped with fixed sleeve pipe 111 respectively.
In this embodiment, the top and the bottom of the front surface of the hole site adjusting section bar 4 are respectively provided with a rib plate 42 along the horizontal direction, and the front ends of the rib plates 42 are respectively clamped at the edges and corners of the rear ends of the corresponding back ridges 3.
In this embodiment, a reinforcing plate 6 is fixedly connected between the pair of back edges 3 corresponding to the hole site adjusting profile 4.
In this embodiment, the top of the front rib plate 42 at the top of the front surface of the hole site adjusting profile 4 is provided with a clamping groove with a right-angled cross section, and the bottom of the front end of the rib plate 42 at the bottom of the front surface of the hole site adjusting profile 4 is provided with a clamping groove with a right-angled cross section.
In summary, when four templates are assembled into a square cylindrical shell structure, bolts respectively pass through the adjusting holes 41 of one template and then penetrate out of the sleeves 111 on the vertical beams 11 of the templates at adjacent positions, and then compression nuts are installed at two ends of each bolt, so that the assembly of the adjacent templates can be realized; when the column template structures with different sizes need to be assembled, only the screw rod needs to be penetrated from the adjusting hole 41 at the corresponding position.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims (4)

1. The utility model provides a section bar is adjusted to hole site for building column template, includes that four pieces are a set of and are used for the combination to enclose into the template of square column shape cavity structures, the template includes frame (1) and plywood (2), frame (1) includes end to end mutually perpendicular fixed connection's perpendicular roof beam (11) and crossbeam (12), its characterized in that still includes:
hole site adjusting profile (4), erect roof beam (11) inboard and be provided with the stupefied (3) of the back of the body of multiunit along vertical direction in pairs, the both ends of the stupefied (3) of the back of the body perpendicular fixed connection respectively in erect the inboard of roof beam (11), the top and the bottom of hole site adjusting profile (4) correspond respectively to be fixed and set up in pairs the rear end of the stupefied (3) of the back of the body, plywood (2) are fixed in the rear end of crossbeam (12) and the stupefied (3) of the back of the body, just erect roof beam (11) the back plywood (2) the back and hole site adjusting profile (4) the back splices into complete plane, a plurality of regulation holes (41) have evenly been seted up along the axial in the surface of hole site adjusting profile (4), erect roof beam (11) side middle part corresponding to the position of regulation hole (41) height is fixed the cover respectively and is equipped with sleeve pipe (111).
2. The hole site adjusting profile for building column template of claim 1, wherein: rib plates (42) are respectively arranged at the top and the bottom of the front surface of the hole site adjusting section bar (4) along the horizontal direction, and the front ends of the rib plates (42) are respectively clamped at the edges and corners of the back end of the back edge (3).
3. The hole site adjusting profile for building column template of claim 1, wherein: and reinforcing plates (6) are fixedly connected between the back edges (3) corresponding to the hole site adjusting profiles (4).
4. The hole site adjusting profile for building column template of claim 2, wherein: the hole site adjusting section bar (4) is characterized in that a clamping groove with a right-angled cross section is formed in the top of the front end of the rib plate (42) at the top of the front of the hole site adjusting section bar (4), and a clamping groove with a right-angled cross section is formed in the bottom of the front end of the rib plate (42) at the bottom of the front of the hole site adjusting section bar (4).
CN202221479501.9U 2022-06-14 2022-06-14 Hole site adjusting profile for building column template Active CN218061431U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202221479501.9U CN218061431U (en) 2022-06-14 2022-06-14 Hole site adjusting profile for building column template

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202221479501.9U CN218061431U (en) 2022-06-14 2022-06-14 Hole site adjusting profile for building column template

Publications (1)

Publication Number Publication Date
CN218061431U true CN218061431U (en) 2022-12-16

Family

ID=84433414

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202221479501.9U Active CN218061431U (en) 2022-06-14 2022-06-14 Hole site adjusting profile for building column template

Country Status (1)

Country Link
CN (1) CN218061431U (en)

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