CN218970616U - Assembled steel bar truss template - Google Patents

Assembled steel bar truss template Download PDF

Info

Publication number
CN218970616U
CN218970616U CN202223460567.6U CN202223460567U CN218970616U CN 218970616 U CN218970616 U CN 218970616U CN 202223460567 U CN202223460567 U CN 202223460567U CN 218970616 U CN218970616 U CN 218970616U
Authority
CN
China
Prior art keywords
steel bar
limiting plate
truss
web member
connecting ring
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN202223460567.6U
Other languages
Chinese (zh)
Inventor
冯娟
朱镜章
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shandong Xinguangheng Energy Saving Technology Co ltd
Original Assignee
Shandong Xinguangheng Energy Saving Technology Co ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Shandong Xinguangheng Energy Saving Technology Co ltd filed Critical Shandong Xinguangheng Energy Saving Technology Co ltd
Priority to CN202223460567.6U priority Critical patent/CN218970616U/en
Application granted granted Critical
Publication of CN218970616U publication Critical patent/CN218970616U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/20Hydro energy

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Abstract

The utility model belongs to the technical field of building construction, and provides an assembled steel bar truss template, which comprises a steel bar truss, wherein the steel bar truss comprises an upper chord steel bar, a lower chord steel bar and web member steel bars; the lower part of web member reinforcing bar sets up the die block board, the upper portion of die block board sets up spacing portion, spacing portion includes first limiting plate, second limiting plate, threaded rod and lock nut, first limiting plate the second limiting plate set up relatively in the upper end of die block board, just the bottom of web member reinforcing bar correspond cartridge in first limiting plate between the second limiting plate. The assembled steel bar truss template provided by the utility model is assembled on a construction site, so that the bottom template is convenient to disassemble; and the transportation is convenient, and the transportation cost is reduced.

Description

Assembled steel bar truss template
Technical Field
The utility model relates to the technical field of building construction, in particular to an assembled steel bar truss template.
Background
The steel bar truss template system is a combined template for processing steel bars in a floor slab into steel bar trusses in factories and welding the steel bar trusses and galvanized profiled steel sheets into a whole; different from the traditional floor construction method, the steel bar truss template can be directly paved on a steel beam in a construction site, and then simple steel bar engineering is carried out, so that concrete can be poured, the floor construction efficiency is improved, the construction period is shortened, and the site steel bar binding workload is reduced;
however, the existing steel bar truss and the bottom template are integrally formed by welding and are not detachable, and the bottom template needs to be destructively removed after the floor is finished; and because the steel bar truss template is large in size, the transportation is inconvenient, and the transportation cost is increased.
Disclosure of Invention
Aiming at the defects in the prior art, the utility model provides an assembled steel bar truss template which is assembled on a construction site and is convenient to disassemble a bottom template; and the transportation is convenient, and the transportation cost is reduced.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
the assembled steel bar truss template comprises a steel bar truss, wherein the steel bar truss comprises an upper chord steel bar, a lower chord steel bar and web member steel bars, and two ends of each web member steel bar are respectively connected with the upper chord steel bar and the lower chord steel bar;
the lower part of the web member steel bar is provided with a bottom template, the upper part of the bottom template is provided with a plurality of limiting parts, and the limiting parts are arranged in one-to-one correspondence with the arrangement of the web member steel bar;
the limiting part comprises a first limiting plate, a second limiting plate, a threaded rod and a locking nut, wherein the first limiting plate and the second limiting plate are oppositely arranged at the upper end of the bottom template, and the bottom of the web member reinforcing steel bar is correspondingly inserted between the first limiting plate and the second limiting plate;
the tail end of the threaded rod sequentially penetrates through the end parts of the first limiting plate and the second limiting plate, and the locking nuts are arranged at the two ends of the threaded rod.
As an improved technical scheme, the side edges of the steel bar truss are provided with connecting parts, two connecting parts are arranged, and the connecting parts are respectively arranged at two opposite side ends of the steel bar truss.
As an improved technical scheme, the connecting part comprises an upper connecting ring, a lower connecting ring and a triangular rib frame, wherein the upper connecting ring is arranged at the upper corners of the triangular rib frame, and the lower connecting rings are arranged at the lower corners of the triangular rib frame; the upper connecting ring is correspondingly sleeved on the outer wall of the upper chord steel bar, and the lower connecting ring is correspondingly sleeved on the outer wall of the lower chord steel bar.
As an improved technical scheme, the outer wall of the upper connecting ring is provided with a threaded through hole, a stud is arranged in the threaded through hole, and the tail end of the stud penetrates through the threaded through hole to the inner wall of the upper connecting ring to be in contact with the outer wall of the upper chord steel bar.
As an improved technical scheme, the first limiting plate and the second limiting plate are arc-shaped components, and the first limiting plate and the second limiting plate are oppositely arranged.
As an improved technical scheme, the bottom template comprises splicing pieces, wherein a plurality of splicing pieces are arranged and connected in sequence.
As an improved technical scheme, a connecting plate is arranged at the upper part of the splicing sheet, and two ends of the connecting plate are respectively connected with adjacent splicing sheets; the connecting plates are arranged in a plurality, and the connecting plates are sequentially arranged along the length direction of the splicing sheets.
Due to the adoption of the technical scheme, the utility model has the following beneficial effects:
1. the scheme is that the steel bar truss is arranged, the steel bar truss comprises upper chord steel bars, lower chord steel bars and web member steel bars, a bottom template is arranged at the lower part of the web member steel bars, a limit part is arranged at the upper part of the bottom template, a plurality of limit parts are arranged, and the limit parts are arranged in one-to-one correspondence with the arrangement of the web member steel bars; the limiting part comprises a first limiting plate, a second limiting plate, a threaded rod and a locking nut, wherein the first limiting plate and the second limiting plate are oppositely arranged at the upper end of the bottom template, and the bottom of the web member reinforcing steel bar is correspondingly inserted between the first limiting plate and the second limiting plate; the structure is simple, the operation is convenient, the assembly is carried out on the construction site, and the disassembly of the bottom template is convenient; and by dismantling, the transportation is convenient.
2. The side edges of the steel bar trusses are provided with two connecting parts, and the connecting parts are respectively arranged at two opposite side ends of the steel bar trusses; the connecting part comprises an upper connecting ring, a lower connecting ring and a triangular rib frame; the stability of the steel bar truss structure is enhanced, and the construction quality is improved.
3. The first limiting plate and the second limiting plate are arc-shaped components, and are oppositely arranged; the steel bar truss and the bottom template are good in laminating effect and are more stable in connection.
4. The bottom template comprises splicing pieces, a plurality of splicing pieces are arranged, and the splicing pieces are sequentially arranged and connected; the upper part of the splicing piece is provided with a connecting plate; the bottom template is convenient to splice, and the manufacturing cost is reduced.
In summary, the assembled steel bar truss template provided by the utility model is convenient to detach the bottom template; meanwhile, the structure is simple, the structure is stable and strong, the construction quality is guaranteed, and popularization and use are facilitated.
Drawings
In order to more clearly illustrate the embodiments of the present utility model or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below. Like elements or portions are generally identified by like reference numerals throughout the several figures. In the drawings, elements or portions thereof are not necessarily drawn to scale.
FIG. 1 is a front view of an assembled rebar truss form;
FIG. 2 is a left side view of an assembled rebar truss form;
FIG. 3 is a schematic view of a limiting portion;
FIG. 4 is a schematic view of a connection structure;
FIG. 5 is a schematic view of a bottom mold plate structure
In the drawings, 1, a steel bar truss, 11, an upper chord steel bar, 12, a lower chord steel bar, 13, a web member steel bar, 2, a bottom template, 21, splicing sheets, 3, a limiting part, 31, a first limiting plate, 32, a second limiting plate, 33, a threaded rod, 34, a locking nut, 4, a connecting part, 41, an upper connecting ring, 411, a threaded through hole, 42, a lower connecting ring, 43, a triangular rib frame, 5, a stud, 6 and a connecting plate.
Detailed Description
The technical scheme of the utility model will be described in detail below with reference to specific embodiments. The following examples are only for more clearly illustrating the technical aspects of the present utility model, and thus are merely examples, and are not intended to limit the scope of the present utility model.
As shown in fig. 1-5, the utility model provides an assembled steel bar truss template, which comprises a steel bar truss 1, wherein the steel bar truss 1 comprises an upper chord steel bar 11, a lower chord steel bar 12 and a web member steel bar 13, and two ends of the web member steel bar 13 are respectively connected with the upper chord steel bar 11 and the lower chord steel bar 12; the web member steel bars 13 are welded with the upper chord steel bars 11 and the lower chord steel bars 12 respectively;
the side edges of the steel bar truss 1 are provided with connecting parts 4, two connecting parts 4 are arranged, and the connecting parts 4 are respectively arranged at two opposite side ends of the steel bar truss 1; the stability of the structure of the steel bar truss 1 is enhanced, and the construction quality is improved;
the connecting part 4 comprises an upper connecting ring 41, a lower connecting ring 42 and a triangular rib frame 43, wherein the upper connecting ring 41 is arranged at the upper corner of the triangular rib frame 43, and the lower connecting rings 42 are arranged at the lower corners of the triangular rib frame 43; the upper connecting ring 41 is correspondingly sleeved on the outer wall of the upper chord steel bar 11,
the outer wall of the upper connecting ring 41 is provided with a threaded through hole 411, a stud 5 is arranged in the threaded through hole 411, and the tail end of the stud 5 penetrates through the threaded through hole 411 to be in contact with the outer wall of the upper chord steel bar 11 in the upper connecting ring 41;
the lower connecting ring 42 is correspondingly sleeved on the outer wall of the lower chord steel bar 12; the connection of the ends of the upper chord steel bar 11 and the lower chord steel bar 12 is enhanced through the arranged triangular bar frame 43; the outer wall of the lower connecting ring 42 is also provided with a threaded through hole 411, and a stud 5 is arranged in the threaded through hole 411 to lock the lower connecting ring 42;
the lower part of the web member reinforcing steel bar 13 is provided with a bottom template 2, the bottom template 2 comprises splicing pieces 21, the splicing pieces 21 are provided with a plurality of splicing pieces 21, and the splicing pieces 21 are sequentially arranged and connected;
the upper part of the splicing sheet 21 is provided with a connecting plate 6, and two ends of the connecting plate 6 are respectively connected with adjacent splicing sheets 21; the connecting plates 6 are arranged in a plurality, and the connecting plates 6 are sequentially arranged along the length direction of the splicing pieces 21; the bottom template 2 is convenient for splicing, so that the manufacturing cost is reduced;
the upper part of the bottom template 2 is provided with a plurality of limiting parts 3, and the limiting parts 3 are arranged in one-to-one correspondence with the arrangement of the web member reinforcing steel bars 13, so that the rapid and stable connection of the reinforcing steel bar truss 1 and the bottom template 2 is facilitated;
the limiting part 3 comprises a first limiting plate 31, a second limiting plate 32, a threaded rod 33 and a locking nut 34, wherein the first limiting plate 31 and the second limiting plate 32 are oppositely arranged at the upper end of the bottom template 2, and the bottom of the web member reinforcing steel bar 13 is correspondingly inserted between the first limiting plate 31 and the second limiting plate 32;
the first limiting plate 31 and the second limiting plate 32 are arc-shaped components, and the first limiting plate 31 and the second limiting plate 32 are oppositely arranged; the steel bar truss 1 and the bottom template 2 are good in attaching effect, and the connection is more stable;
the tail end of the threaded rod 33 sequentially penetrates through the end parts of the first limiting plate 31 and the second limiting plate 32, and locking nuts 34 are arranged at the two ends of the threaded rod 33; the first limiting plate 31 and the second limiting plate 32 are locked through the threaded rod 33;
the assembly process of the steel bar truss 1 template is as follows:
firstly, assembling the steel bar truss 1 and the connecting part 4, wherein an upper connecting ring 41 is correspondingly sleeved on the outer wall of an upper chord steel bar 11, and a lower connecting ring 42 is correspondingly sleeved on the outer wall of a lower chord steel bar 12; the stud 5 is rotated to lock the upper connecting ring 41 and the lower connecting ring 42 respectively;
splicing the bottom templates 2, arranging splicing pieces 21 in sequence, connecting two ends of the connecting plate 6 with adjacent splicing pieces 21 respectively, and repeating the above operation by using rivets to complete the assembly of the bottom templates 2;
finally, assembling the steel bar truss 1 and the bottom template 2, correspondingly inserting the bottoms of the web member steel bars 13 between the first limiting plates 31 and the second limiting plates 32 during assembling, enabling the tail ends of the threaded rods 33 to sequentially penetrate through the end parts of the first limiting plates 31 and the second limiting plates 32, and arranging locking nuts 34 at the two ends of the threaded rods 33; above-mentioned assembled steel bar truss 1 template, conveniently dismantle die block board 2, and ensure the quality of construction, do benefit to and use widely.
Finally, it should be noted that: the above embodiments are only for illustrating the technical solution of the present utility model, and not for limiting the same; although the utility model has been described in detail with reference to the foregoing embodiments, it will be understood by those of ordinary skill in the art that: the technical scheme described in the foregoing embodiments can be modified or some or all of the technical features thereof can be replaced by equivalents; such modifications and substitutions do not depart from the spirit of the utility model, and are intended to be included within the scope of the appended claims and description.

Claims (7)

1. An assembled steel bar truss template, its characterized in that: the steel bar truss comprises an upper chord steel bar, a lower chord steel bar and web member steel bars, wherein two ends of each web member steel bar are respectively connected with the upper chord steel bar and the lower chord steel bar;
the lower part of the web member steel bar is provided with a bottom template, the upper part of the bottom template is provided with a plurality of limiting parts, and the limiting parts are arranged in one-to-one correspondence with the arrangement of the web member steel bar;
the limiting part comprises a first limiting plate, a second limiting plate, a threaded rod and a locking nut, wherein the first limiting plate and the second limiting plate are oppositely arranged at the upper end of the bottom template, and the bottom of the web member reinforcing steel bar is correspondingly inserted between the first limiting plate and the second limiting plate;
the tail end of the threaded rod sequentially penetrates through the end parts of the first limiting plate and the second limiting plate, and the locking nuts are arranged at the two ends of the threaded rod.
2. A fabricated rebar truss form as in claim 1 wherein: the side of steel bar truss sets up connecting portion, connecting portion are provided with two, just the connecting portion set up respectively in the opposite side end of steel bar truss.
3. A fabricated rebar truss form as in claim 2 wherein: the connecting part comprises an upper connecting ring, a lower connecting ring and a triangular rib frame, wherein the upper connecting ring is arranged at the upper corners of the triangular rib frame, and the lower connecting rings are arranged at the lower corners of the triangular rib frame; the upper connecting ring is correspondingly sleeved on the outer wall of the upper chord steel bar, and the lower connecting ring is correspondingly sleeved on the outer wall of the lower chord steel bar.
4. A fabricated rebar truss form according to claim 3, wherein: the outer wall of the upper connecting ring is provided with a threaded through hole, a stud is arranged in the threaded through hole, and the tail end of the stud penetrates through the threaded through hole to the inner wall of the upper connecting ring to be in contact with the outer wall of the upper chord steel bar.
5. A fabricated rebar truss form as in claim 1 wherein: the first limiting plate and the second limiting plate are arc-shaped components, and the first limiting plate and the second limiting plate are oppositely arranged.
6. A fabricated rebar truss form as in claim 1 wherein: the bottom template comprises splicing pieces, wherein a plurality of splicing pieces are arranged, and the splicing pieces are sequentially arranged and connected.
7. The fabricated steel bar truss formwork of claim 6 wherein: the upper part of the splicing sheet is provided with a connecting plate, and two ends of the connecting plate are respectively connected with adjacent splicing sheets; the connecting plates are arranged in a plurality, and the connecting plates are sequentially arranged along the length direction of the splicing sheets.
CN202223460567.6U 2022-12-24 2022-12-24 Assembled steel bar truss template Active CN218970616U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202223460567.6U CN218970616U (en) 2022-12-24 2022-12-24 Assembled steel bar truss template

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202223460567.6U CN218970616U (en) 2022-12-24 2022-12-24 Assembled steel bar truss template

Publications (1)

Publication Number Publication Date
CN218970616U true CN218970616U (en) 2023-05-05

Family

ID=86156624

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202223460567.6U Active CN218970616U (en) 2022-12-24 2022-12-24 Assembled steel bar truss template

Country Status (1)

Country Link
CN (1) CN218970616U (en)

Similar Documents

Publication Publication Date Title
CN201206329Y (en) Assembled reinforced bar truss template
CN103352563A (en) Self plate-bearing type steel bar mesh support combined template and construction method thereof
CN104805960A (en) Mould-stripping-free concrete beam and construction method thereof
CN113513089A (en) FRP (fiber reinforced plastic) wrapped crossed steel reinforced concrete column-H-shaped steel beam connecting node and mounting method
CN218970616U (en) Assembled steel bar truss template
CN217175688U (en) Assembled formwork connecting structure
CN215330816U (en) Steel bar truss floor support plate supporting structure
CN212957631U (en) A pin-connected panel regularization mould for concrete antithetical couplet square reticulated shell
CN210737772U (en) Connection type prefabricated structure steel fiber high-strength concrete frame structure
CN212104524U (en) Horizontal bending-resistant beam joint structure for bolt connection assembly type reinforced concrete wallboard
CN109944349B (en) Sandwich heat-insulating steel concrete combined pipe structure and processing and manufacturing method thereof
CN211369523U (en) Template system of expansion joint shear force wall
CN210530311U (en) Concrete supporting template for construction engineering construction
CN203403668U (en) Self-supporting plate type steel bar mesh frame combination formwork
CN111852004A (en) A pin-connected panel regularization mould for concrete antithetical couplet square reticulated shell
CN208122294U (en) Strenthening member device
CN107060175B (en) Inner keel and outer formwork assembly floor structure
CN102116082B (en) Moulding board for building purposes
CN221002150U (en) Temporary factory building structure
CN214574619U (en) Beam-beam prefabricated connecting structure of concrete frame
CN221168358U (en) Special-shaped wallboard
CN218264931U (en) Novel can dismantle die block reinforced concrete rib assembled floor
CN113047466B (en) Prefabricated combined type reinforced truss concrete shear wall and manufacturing method thereof
CN220848727U (en) Combined steel frame beam template
CN220469106U (en) Novel full-assembled concrete frame connected by field bolt flange plates

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant