CN220318882U - Jig frame for steel corridor curtain wall - Google Patents

Jig frame for steel corridor curtain wall Download PDF

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Publication number
CN220318882U
CN220318882U CN202321751166.8U CN202321751166U CN220318882U CN 220318882 U CN220318882 U CN 220318882U CN 202321751166 U CN202321751166 U CN 202321751166U CN 220318882 U CN220318882 U CN 220318882U
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China
Prior art keywords
steel
curtain wall
jig frame
horizontal
additional
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CN202321751166.8U
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Chinese (zh)
Inventor
李勇
操凡
胡杰
孙浩
吴华
向舟海
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China Construction Fourth Engineering Division Corp Ltd
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China Construction Fourth Engineering Division Corp Ltd
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Abstract

The utility model discloses a jig frame for a steel corridor curtain wall, which is used for a jig frame of the steel corridor curtain wall, wherein a bottom I-steel structure is a first quadrilateral structure formed by four horizontal I-steels, the bottom I-steel structure is implanted into bottom plate concrete through bottom expansion bolts, a vertical support is vertically fixed on corners of the first quadrilateral structure, a top I-steel structure is a second quadrilateral structure formed by four horizontal I-steels, the bottom of the top I-steel structure is fixed on the tops of the four vertical support, the top of the top I-steel structure supports the steel corridor curtain wall, an additional bottom horizontal through is horizontally fixed on the middle lower part of an adjacent vertical support, the additional top horizontal through is horizontally fixed on the middle upper part of the adjacent vertical support, one end of the additional oblique through is obliquely fixedly connected with the top of the vertical support, and the other end of the additional oblique through is obliquely fixedly connected with the bottom of the adjacent vertical support. The utility model improves the production efficiency and ensures the construction quality.

Description

Jig frame for steel corridor curtain wall
Technical Field
The utility model relates to the technical field of building steel corridor curtain wall construction, in particular to a jig frame for a steel corridor curtain wall.
Background
When building steel corridor construction, building jig frames on the bottom plate are needed to be constructed, and the construction process is a common construction process in steel corridor measure construction. Is used for supporting the steel corridor and creating working space for workers.
The traditional jig frame construction is taken as a mature construction process and is widely applied to the field of building engineering construction. The prior art generally uses square ducts to weld, strengthen and mold, but needs the steel corridor of pre-arching to the steel corridor curtain wall, and the square ducts of fixed size often have great construction difficulty, and the bed-jig needs to be cut and welded according to different elevations, needs a large amount of materials and manual work to participate in construction, and the construction speed is slow, and is inefficiency. How to effectively improve the construction efficiency, reduce the construction time of the jig frame and ensure the construction progress of the steel corridor to be the key point of site quality and progress management.
The above information disclosed in the background section is only for enhancement of understanding of the background of the utility model and therefore may contain information that does not form the prior art that is already known to a person of ordinary skill in the art.
Disclosure of Invention
The utility model aims to provide a jig frame for a steel corridor curtain wall, which can reduce a great amount of labor and material investment, greatly shorten the construction period and improve the pre-arching capacity of the steel corridor curtain wall.
In order to achieve the above object, the present utility model provides the following technical solutions:
the jig frame for the steel gallery curtain wall comprises:
the bottom I-steel structure is a first quadrilateral structure formed by four horizontal I-steels, adjacent horizontal I-steels extend out from corners of the first quadrilateral structure, the bottom I-steel structure is implanted into bottom plate concrete through bottom expansion bolts,
four vertical supports vertically fixed to corners of the first quadrangular structure,
a top I-steel structure which is a second quadrilateral structure formed by four horizontal I-steels, wherein adjacent horizontal I-steels extend out from corners of the second quadrilateral structure, the bottom of the top I-steel structure is fixed at the tops of four vertical supporting pieces, the top of the top I-steel structure supports a steel corridor curtain wall,
at least one additional bottom horizontal channel horizontally fixed to the middle lower portion of the adjacent vertical support,
at least one additional top horizontal channel horizontally secured to the upper middle portion of the adjacent vertical support,
at least one additional oblique square tube, one end of the additional oblique square tube is obliquely and fixedly connected with the top of the vertical support piece, and the other end of the additional oblique square tube is obliquely and fixedly connected with the bottom of the adjacent vertical support piece.
In the jig frame for the steel gallery curtain wall, the first quadrilateral structure and the second quadrilateral structure are respectively provided with a horizontal upper surface and a horizontal lower surface.
In the jig frame for the steel gallery curtain wall, the first quadrilateral structure is similar to the second quadrilateral structure.
In the jig frame for the steel corridor curtain wall, the first quadrilateral structure is equal to the second quadrilateral structure.
In the jig frame for the steel corridor curtain wall, the first quadrilateral structure and the second quadrilateral structure are rectangular structures.
In the jig frame for the steel corridor curtain wall, the first quadrilateral structure and the second quadrilateral structure are square structures.
In the jig frame for the steel corridor curtain wall, the vertical supporting piece is vertical I-steel.
In the jig frame for the steel corridor curtain wall, the vertical supporting piece is of a telescopic structure.
In the jig frame for the steel corridor curtain wall, four vertical supporting pieces, four additional bottom horizontal through pieces and four additional top horizontal through pieces form four rectangular structures, and the additional oblique through pieces are located on diagonal lines of the rectangular structures.
A bed-jig for steel vestibule curtain in, a bed-jig for steel vestibule curtain be symmetrical structure.
In the technical scheme, the jig frame for the steel corridor curtain wall has the following beneficial effects: the jig frame for the steel corridor curtain wall can be integrally processed and manufactured in advance, the steel corridor curtain wall can be constructed through fixing and processing of the bottom expansion bolts, the construction period is greatly shortened, the investment of labor force and materials is reduced, the investment of measure fees such as safety protection is saved, and the pre-arching capacity of the steel corridor curtain wall is improved.
Drawings
In order to more clearly illustrate the embodiments of the present application or the technical solutions in the prior art, the drawings that are needed in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments described in the present utility model, and other drawings may be obtained according to these drawings for a person having ordinary skill in the art.
Fig. 1 is a schematic plan view of a jig frame for a steel gallery curtain wall according to an embodiment of the utility model.
Fig. 2 is a schematic perspective view of a jig frame for a steel gallery curtain wall according to an embodiment of the utility model.
Detailed Description
For the purpose of making the objects, technical solutions and advantages of the embodiments of the present utility model more apparent, the technical solutions of the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model, and it is apparent that the described embodiments are some embodiments of the present utility model, but not all embodiments. All other embodiments, based on the embodiments of the utility model, which are apparent to those of ordinary skill in the art without inventive faculty, are intended to be within the scope of the utility model.
Thus, the following detailed description of the embodiments of the utility model, as presented in the figures, is not intended to limit the scope of the utility model, as claimed, but is merely representative of selected embodiments of the utility model. All other embodiments, based on the embodiments of the utility model, which are apparent to those of ordinary skill in the art without inventive faculty, are intended to be within the scope of the utility model.
It should be noted that: like reference numerals and letters denote like items in the following figures, and thus once an item is defined in one figure, no further definition or explanation thereof is necessary in the following figures.
Furthermore, the terms "first," "second," and the like, are used for descriptive purposes only and are not to be construed as indicating or implying a relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defining "a first" or "a second" may explicitly or implicitly include one or more such feature. In the description of the present utility model, the meaning of "a plurality" is two or more, unless explicitly defined otherwise.
In the present utility model, unless explicitly specified and limited otherwise, the terms "mounted," "connected," "secured," "welded," and the like are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally formed; can be directly connected or indirectly connected through an intermediate medium, and can be communicated with the inside of two elements or the interaction relationship of the two elements. The specific meaning of the above terms in the present utility model can be understood by those of ordinary skill in the art according to the specific circumstances.
In order to make the technical scheme of the present utility model better understood by those skilled in the art, the present utility model will be further described in detail with reference to the accompanying drawings.
Referring to fig. 1-2, in one embodiment, a jig for a steel gallery curtain wall of the utility model includes:
a bottom I-steel structure 6 which is a first quadrilateral structure formed by four horizontal I-steels, wherein adjacent horizontal I-steels extend out from corners of the first quadrilateral structure, the bottom I-steel structure 6 is implanted into bottom plate concrete through bottom expansion bolts 7,
four vertical supports 3, said vertical supports 3 being vertically fixed to the corners of said first quadrangular structure,
a top I-steel structure 1 which is a second quadrilateral structure formed by four horizontal I-steels, wherein adjacent horizontal I-steels extend out from corners of the second quadrilateral structure, the bottom of the top I-steel structure 1 is fixed at the tops of four vertical supporting pieces 3, the top of the top I-steel structure 1 supports a steel corridor curtain wall,
at least one additional bottom horizontal channel 5, the additional bottom horizontal channel 5 being horizontally fixed to the middle lower portion of the adjacent vertical support 3,
at least one additional top horizontal channel 4, the additional top horizontal channel 4 being horizontally fixed to the middle upper part of the adjacent vertical support 3,
at least one additional oblique square tube 2, one end of the additional oblique square tube 2 is obliquely and fixedly connected with the top of the vertical support piece 3, and the other end is obliquely and fixedly connected with the bottom of the adjacent vertical support piece 3.
In the preferred embodiment of the jig frame for a steel gallery curtain wall, the first and second quadrangular structures each have a horizontal upper surface and a horizontal lower surface.
In the preferred embodiment of the jig for a steel gallery curtain wall, the first quadrilateral structure is similar to the second quadrilateral structure.
In the preferred embodiment of the jig frame for the steel gallery curtain wall, the first quadrangular structure is equal to the second quadrangular structure.
In the preferred embodiment of the jig frame for the steel gallery curtain wall, the first quadrilateral structure and the second quadrilateral structure are rectangular structures.
In the preferred embodiment of the jig frame for the steel gallery curtain wall, the first quadrilateral structure and the second quadrilateral structure are square structures.
In the preferred embodiment of the jig frame for the steel gallery curtain wall, the vertical supporting member 3 is a vertical i-steel.
In the preferred embodiment of the jig frame for the steel gallery curtain wall, the vertical support 3 is of a telescopic structure.
In the preferred embodiment of the jig frame for the steel gallery curtain wall, the four vertical supports 3, the four additional bottom horizontal passages 5 and the four additional top horizontal passages 4 form four rectangular structures, and the additional diagonal square passages 2 are located on the diagonal of the rectangular structures.
In the preferred embodiment of the jig frame for the steel corridor curtain wall, the jig frame for the steel corridor curtain wall is of a symmetrical structure.
In one embodiment, as shown in FIG. 1, the jig for the steel gallery curtain wall comprises a jig special for the steel gallery curtain wall, which is deeply designed according to the design drawing size, is made of I-shaped steel, and is integrally machined and formed through bending and welding. The bottom expansion bolts 1 are implanted into the bottom plate concrete through drilling holes, and the exposed parts are fixedly connected with the jig frame for the steel gallery curtain wall after being screwed down so as to ensure the stability of the horizontal and vertical positions of the cylinder. The bottom I-steel structure 6 is welded with I-steel at the bottom and is used for increasing the bottom stress area of the jig frame and supporting the weight of the upper jig frame and the steel corridor curtain wall and ensuring the safety of the bottom plate. The additional bottom horizontal general 5 is used for guaranteeing the stability of perpendicular I-steel bottom, and the additional slant general 2 is used for guaranteeing the overall stability of perpendicular I-steel, and the additional top horizontal general 4 is used for guaranteeing the stability at perpendicular I-steel top, and perpendicular I-steel is used for guaranteeing the vertical atress of prefabricated bed-jig, reaches the purpose of steel corridor curtain pre-arching through the height of adjusting perpendicular I-steel, and even atress when top I-steel structure 1 is used for guaranteeing steel corridor curtain installation to guarantee the stability of installation.
As shown in fig. 2, in one embodiment, the jig frame of the utility model fully utilizes the height adjustability of the jig frame, so that the aim of pre-arching the steel corridor curtain wall is fulfilled, and the quality of the steel corridor curtain wall is greatly ensured. The bottom expansion bolts 1 can be fixedly connected with the bottom plate and the jig frame of the steel corridor curtain wall in a welding way, so that the stability of the jig frame special for the steel corridor curtain wall is ensured. The special jig frame for the steel corridor curtain wall is integrally processed and manufactured in advance, the special jig frame can be integrally hoisted and installed after the steel corridor curtain wall construction site is leveled, the steel corridor curtain wall and the construction of the subsequent procedures can be performed after the steel corridor curtain wall is simply welded and fixed and processed, the construction period is greatly shortened, the investment of labor force and turnover materials is reduced, the investment of measure fees such as safety protection is saved, and the purpose of pre-arching of the steel corridor curtain wall is improved.
Finally, it should be noted that: the described embodiments are intended to be illustrative of only some, but not all, of the embodiments disclosed herein and, based on the embodiments disclosed herein, all other embodiments that may be made by those skilled in the art without the benefit of the teachings herein are intended to be within the scope of this application.
While certain exemplary embodiments of the present utility model have been described above by way of illustration only, it will be apparent to those of ordinary skill in the art that modifications may be made to the described embodiments in various different ways without departing from the spirit and scope of the utility model. Accordingly, the drawings and description are to be regarded as illustrative in nature and not as restrictive of the scope of the utility model, which is defined by the appended claims.

Claims (10)

1. A jig for a steel gallery curtain wall, comprising:
the bottom I-steel structure is a first quadrilateral structure formed by four horizontal I-steels, adjacent horizontal I-steels extend out from corners of the first quadrilateral structure, the bottom I-steel structure is implanted into bottom plate concrete through bottom expansion bolts,
four vertical supports vertically fixed to corners of the first quadrangular structure,
a top I-steel structure which is a second quadrilateral structure formed by four horizontal I-steels, wherein adjacent horizontal I-steels extend out from corners of the second quadrilateral structure, the bottom of the top I-steel structure is fixed at the tops of four vertical supporting pieces, the top of the top I-steel structure supports a steel corridor curtain wall,
at least one additional bottom horizontal channel horizontally fixed to the middle lower portion of the adjacent vertical support,
at least one additional top horizontal channel horizontally secured to the upper middle portion of the adjacent vertical support,
at least one additional oblique square tube, one end of the additional oblique square tube is obliquely and fixedly connected with the top of the vertical support piece, and the other end of the additional oblique square tube is obliquely and fixedly connected with the bottom of the adjacent vertical support piece.
2. A jig frame for a steel gallery curtain wall as claimed in claim 1, wherein the first and second quadrilateral structures each have a horizontal upper surface and a horizontal lower surface.
3. A jig frame for a steel gallery curtain wall as claimed in claim 1, wherein the first quadrilateral structure is similar to the second quadrilateral structure.
4. A jig frame for a steel gallery curtain wall as claimed in claim 1, wherein the first quadrilateral structure is congruent with the second quadrilateral structure.
5. A jig frame for a steel gallery curtain wall as claimed in claim 1, wherein the first and second quadrilateral structures are rectangular structures.
6. A jig frame for a steel gallery curtain wall as claimed in claim 1, wherein the first and second quadrilateral structures are square structures.
7. A jig frame for a steel gallery curtain wall as claimed in claim 1, wherein the vertical supports are vertical i-beams.
8. A jig frame for a steel gallery curtain wall as claimed in claim 1, wherein the vertical supports are of telescopic construction.
9. A jig frame for a steel gallery curtain wall as claimed in claim 1, wherein the four vertical supports, four additional bottom horizontal channels and four additional top horizontal channels form four rectangular structures, the additional diagonal channels being located on the diagonal of the rectangular structures.
10. A jig frame for a steel corridor curtain wall as claimed in claim 1, wherein the jig frame for a steel corridor curtain wall is of a symmetrical structure.
CN202321751166.8U 2023-07-05 2023-07-05 Jig frame for steel corridor curtain wall Active CN220318882U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202321751166.8U CN220318882U (en) 2023-07-05 2023-07-05 Jig frame for steel corridor curtain wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202321751166.8U CN220318882U (en) 2023-07-05 2023-07-05 Jig frame for steel corridor curtain wall

Publications (1)

Publication Number Publication Date
CN220318882U true CN220318882U (en) 2024-01-09

Family

ID=89422017

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202321751166.8U Active CN220318882U (en) 2023-07-05 2023-07-05 Jig frame for steel corridor curtain wall

Country Status (1)

Country Link
CN (1) CN220318882U (en)

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