CN114633063A - LP wall component welding bench formwork - Google Patents
LP wall component welding bench formwork Download PDFInfo
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- CN114633063A CN114633063A CN202210328395.2A CN202210328395A CN114633063A CN 114633063 A CN114633063 A CN 114633063A CN 202210328395 A CN202210328395 A CN 202210328395A CN 114633063 A CN114633063 A CN 114633063A
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- steel bar
- truss
- supporting
- positioning
- linkage
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B23—MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
- B23K—SOLDERING OR UNSOLDERING; WELDING; CLADDING OR PLATING BY SOLDERING OR WELDING; CUTTING BY APPLYING HEAT LOCALLY, e.g. FLAME CUTTING; WORKING BY LASER BEAM
- B23K37/00—Auxiliary devices or processes, not specially adapted to a procedure covered by only one of the preceding main groups
- B23K37/04—Auxiliary devices or processes, not specially adapted to a procedure covered by only one of the preceding main groups for holding or positioning work
- B23K37/0426—Fixtures for other work
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B23—MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
- B23K—SOLDERING OR UNSOLDERING; WELDING; CLADDING OR PLATING BY SOLDERING OR WELDING; CUTTING BY APPLYING HEAT LOCALLY, e.g. FLAME CUTTING; WORKING BY LASER BEAM
- B23K37/00—Auxiliary devices or processes, not specially adapted to a procedure covered by only one of the preceding main groups
- B23K37/04—Auxiliary devices or processes, not specially adapted to a procedure covered by only one of the preceding main groups for holding or positioning work
- B23K37/0461—Welding tables
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- Optics & Photonics (AREA)
- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention discloses a LP wall component welding bench formwork, which comprises: a support assembly having a transverse support beam, a longitudinal support beam and a leveling support base; the lower layer steel bar positioning component comprises a plurality of groups of buckling pieces; the steel bar truss positioning assemblies are at least two groups, and each group consists of a truss positioning fixing frame and a truss positioning linkage frame; the upper reinforcing steel bar positioning assemblies are at least two groups, and each group consists of a reinforcing steel bar linkage supporting rod, a reinforcing steel bar linkage sheet and a plurality of reinforcing steel bar linkage clamping plates. The height and levelness of the whole bench formwork device are adjusted by arranging the adjustable supporting seat, so that the accuracy of the placement positions of all components of the LP wall body member is ensured, and meanwhile, the lower-layer steel bar, the steel bar truss and the upper-layer steel bar are respectively positioned by the lower-layer steel bar positioning component, the steel bar truss positioning component and the upper-layer steel bar positioning component, so that the positioning is accurate, the automatic operation of a welding robot can be adapted, and the device has the advantages of simple structure, convenience in use, accuracy in positioning, high welding efficiency and the like.
Description
Technical Field
The invention belongs to the technical field of clamps for building automation construction, and particularly relates to a LP wall member welding bench formwork.
Background
The steel bar engineering of the construction site is the main work of a main building structure, but at present, manual binding is mainly adopted, so that the working strength is high, and more labor is needed. The LP wall body component is produced by using an automatic assembly line to produce a standard steel bar truss, welding the truss and steel bars into a steel bar space net rack by using a welding robot, and then installing a template net on the outer side to form the LP wall body component body. Therefore, in the automatic welding process of the LP wall member, a positioning working clamp special for the steel bars and the steel bar trusses is required to be assisted.
Disclosure of Invention
In order to overcome the defects, the invention provides the LP wall member welding bench formwork which is used for positioning and clamping the steel bars and the steel bar trusses during welding of the LP wall member.
The technical scheme adopted by the invention for solving the technical problem is as follows:
the LP wall member welding bench formwork is used for positioning and clamping the LP wall member during welding and fixing; the LP wall body component is formed by welding a plurality of steel bars (101) and steel bar trusses, wherein the steel bar trusses are formed by taking two parallel spaced steel bars as main steel bars and connecting pieces which are respectively fixed on the two main steel bars in parallel at intervals, and upper and lower welding points are respectively formed at the connecting positions of the connecting pieces and the main steel bars; a plurality of steel bar trusses are arranged in parallel at intervals along a transverse regular mode, two layers of a plurality of steel bars are correspondingly arranged on upper and lower welding points of the plurality of regularly arranged steel bar trusses, and the LP wall body member is formed after welding;
it is characterized in that the welding bench die comprises:
the supporting component is at least provided with a plurality of longitudinal supporting beams which are arranged at intervals;
the lower-layer steel bar positioning assembly comprises a plurality of groups of buckling pieces, and the buckling pieces are regularly arranged on the upper side surface of the longitudinal supporting beam and are used for positioning a plurality of lower-layer steel bars which are arranged in parallel at intervals;
the steel bar truss positioning assembly comprises at least two groups, each group consists of a truss positioning fixing frame and a truss positioning interlocking frame, the truss positioning fixing frame comprises a truss supporting rod which is transversely arranged and a plurality of truss positioning rods which are vertically fixed on the truss supporting rod at intervals, and the truss supporting rod is fixed on a longitudinal supporting beam of the supporting assembly; the truss positioning linkage frame comprises a truss positioning linkage plate and a plurality of linkage clamping plates, wherein the truss positioning linkage plate is arranged transversely, the linkage clamping plates are arranged vertically and at intervals, the middle part of each linkage clamping plate is rotationally connected with the truss supporting rod, and the bottom part of each linkage clamping plate is rotationally connected with the truss positioning linkage plate;
the upper steel bar positioning assembly is at least two groups, each group of the upper steel bar positioning assembly is composed of a steel bar linkage supporting rod, a steel bar linkage sheet and a plurality of steel bar linkage clamping plates, the steel bar linkage supporting rods are longitudinally fixed on the side face of the longitudinal supporting beam, the steel bar linkage sheets are parallelly arranged below the steel bar linkage supporting rods, and the steel bar linkage clamping plates are vertically arranged, and the middle and the lower ends of the steel bar linkage clamping plates are respectively connected with the steel bar linkage supporting rods and the steel bar linkage sheets in a rotating mode.
As a further improvement of the invention, the support assembly is also provided with at least two parallel transverse support beams arranged at intervals, and a plurality of longitudinal support beams arranged at intervals are fixedly arranged on the transverse support beams.
As a further improvement of the invention, two ends of at least two transverse supporting beams are respectively provided with a leveling supporting base for adjusting the height of the corresponding transverse supporting beam.
As a further improvement of the invention, the leveling support base comprises a support base plate and a pair of adjustable supporting feet, and the pair of adjustable supporting feet are screwed into two opposite sides of the support base plate through threads.
As a further improvement of the invention, the transverse supporting beam is arranged on the supporting bottom plate, and the pair of adjustable supporting feet are positioned outside two sides of the length direction of the transverse supporting beam.
As a further improvement of the invention, two sides of the transverse supporting beam are respectively provided with an inverted L-shaped main supporting and fixing piece, the upper end of the main supporting and fixing piece is locked on the lower side surface of the longitudinal supporting beam through screws, and the lower end of the main supporting and fixing piece is locked on the side surface of the transverse supporting beam through screws.
As a further improvement of the invention, the transverse support beams and the longitudinal support beams are of square tubular structure.
As a further improvement of the invention, the buckling piece is composed of two opposite L-shaped clamping pieces which are correspondingly welded on the upper side surface of the longitudinal supporting beam, a clamping groove is formed between the two L-shaped clamping pieces, and the opening of the clamping groove is arranged along the direction vertical to the longitudinal supporting beam.
As a further improvement of the invention, the steel bar truss positioning assembly is arranged along the direction vertical to the longitudinal supporting beam and is fixedly connected with the longitudinal supporting beam through the supporting rod fixing piece in sequence.
As a further improvement of the invention, the upper layer steel bar positioning assemblies are divided into two groups and are respectively arranged on the two outermost longitudinal support beams.
As a further improvement of the invention, the truss supporting rods are fixed below the longitudinal supporting beams of the supporting assembly to jointly form the supporting assembly, wherein leveling supporting bases are arranged below two ends of at least two truss supporting rods.
As a further improvement of the invention, the leveling support base comprises a support base plate and a pair of adjustable supporting feet, and the pair of adjustable supporting feet are screwed into two opposite sides of the support base plate through threads.
The invention has the beneficial effects that: the height and levelness of the whole bench formwork device are adjusted by arranging the adjustable supporting seat, so that the accuracy of the placement positions of all components of the LP wall body member is ensured, meanwhile, the lower-layer steel bar, the steel bar truss and the upper-layer steel bar are correspondingly positioned by the lower-layer steel bar positioning component, the steel bar truss positioning component and the upper-layer steel bar positioning component respectively, the positioning is accurate, the automatic operation of a welding robot can be adapted, and the bench formwork device has the advantages of simple structure, convenience in use, accuracy in positioning, high welding efficiency and the like, and meanwhile, all mechanisms of the bench formwork can be connected through bolts, so that the disassembly, the assembly and the transportation are facilitated.
Drawings
Fig. 1 is a schematic view of a steel bar truss structure according to the present invention;
FIG. 2 is an enlarged view of part A of FIG. 1;
FIG. 3 is an exploded view of the LP wall structure of the present invention;
FIG. 4 is a schematic view of the LP wall element construction of the present invention;
FIG. 5 is a schematic view of the structure of the bench formwork of the present invention;
FIG. 6 is an enlarged view of the portion B of FIG. 5;
FIG. 7 is a schematic view of a leveling support base structure according to the present invention;
FIG. 8 is a schematic structural view of a steel bar truss positioning assembly according to the present invention;
FIG. 9 is a schematic view of the upper reinforcing bar positioning assembly of the present invention;
FIG. 10 is a schematic view of a bench formwork of the present invention with a lower layer of reinforcement bars placed thereon;
FIG. 11 is an enlarged view of the portion C of FIG. 10;
FIG. 12 is a schematic view of the bench formwork of the present invention after placing a steel bar truss;
FIG. 13 is an enlarged view of the portion D of FIG. 12;
FIG. 14 is a schematic view showing a bench formwork of the present invention after upper reinforcing bars are placed thereon;
fig. 15 is an enlarged schematic view of a portion E in fig. 14.
The following description is made with reference to the accompanying drawings:
100. an LP wall member; 101. Reinforcing steel bars;
102. a steel bar truss; 1021. A main reinforcing bar;
1022. connecting sheets; 1023. A welding point;
11. a transverse support beam; 12. A longitudinal support beam;
13. leveling the supporting base; 21. A fastener;
14. a main supporting fixing piece; 131. A support base plate;
132. an adjustable support leg; 31. A truss positioning fixing frame;
32. a truss positioning linkage frame; 311. A truss support bar;
312. truss positioning rods; 321. A truss positioning linkage sheet;
322. linking a clamping plate; 41. The steel bar is linked with the supporting rod;
42. a reinforcing steel bar linkage sheet; 43. The steel bar is interlocked with the clamping plate;
33. a supporting rod fixing piece.
Detailed Description
A preferred embodiment of the present invention will be described in detail below with reference to the accompanying drawings.
Referring to fig. 1-4, the LP wall element 100 according to the present invention is formed by welding a plurality of steel bars 101 and a steel bar truss 102, wherein the steel bar truss 102 is formed by two parallel spaced steel bars as main steel bars 1021 and connecting pieces 1022 fixed on the two main steel bars in parallel spaced manner, and upper and lower welding points 1023 are formed at the connecting positions of the connecting pieces and the main steel bars; a plurality of steel bar truss parallel interval are arranged along horizontal law, and two-layer (upper and lower two-layer) a plurality of reinforcing bars correspond and set up 1023 on the upper and lower welding point of the steel bar truss of a plurality of law arrangements, form after the welding LP wall body component 100.
The invention relates to a welding bench formwork for LP wall members, which is specially used for positioning and clamping the LP wall members during welding and fixing, and referring to fig. 5, the welding bench formwork mainly comprises: supporting component, lower floor's steel bar locating component, steel bar truss locating component and upper steel bar locating component, following respectively the detailed description:
the supporting component is provided with at least two transverse supporting beams 11 which are arranged in parallel at intervals, and a plurality of longitudinal supporting beams 12 which are vertically arranged on the transverse supporting beams 11 at intervals and are fixedly arranged on the transverse supporting beams 11, and two ends of the at least two transverse supporting beams 11 are respectively provided with a leveling supporting base 13 for adjusting the height corresponding to the transverse supporting beams. In the embodiment, taking two transverse supporting beams 11 and five longitudinal supporting beams 12 disposed thereon as an example, leveling supporting bases 13, i.e., four leveling supporting bases 13, are disposed below two ends of the two transverse supporting beams 11, respectively, so as to adjust the height of the entire bench formwork. The transverse support beams 11 and the longitudinal support beams 12 are preferably square tubes to facilitate positioning and supporting.
Referring to fig. 6-7, the leveling support base 13 includes a support base plate 131 and a pair of adjustable legs 132, the pair of adjustable legs 132 being threaded into opposite sides of the support base plate. The cross support beam 11 is placed on the support floor 131, and a pair of adjustable legs 132 are located outside both sides in the longitudinal direction of the cross support beam 11. When the height of one end of the transverse support beam 11 needs to be adjusted, the two adjustable legs 132 are adjusted.
Referring to fig. 7, inverted L-shaped main support fixing pieces 14 are respectively provided on both sides of the transverse support beam 11, the upper ends of the main support fixing pieces 14 are fastened to the lower side of the longitudinal support beam 12 by screws, and the lower ends of the main support fixing pieces 14 are fastened to the side surfaces of the transverse support beam 11 by screws. The two main supporting and fixing pieces 14 lock and fix the longitudinal supporting beam 12 and the transverse supporting beam 11, so that the movement in the welding process is prevented, and the stability of the whole bench formwork device is improved.
Referring to fig. 5-6, the lower steel bar positioning assembly includes a plurality of fastening members 21 regularly disposed on the upper side of the longitudinal support beam 12 for positioning a plurality of lower steel bars arranged in parallel at intervals. Each group of buckling pieces 21 consists of two opposite L-shaped clamping pieces, the bottoms of the buckling pieces are correspondingly welded on the upper side surface of the longitudinal supporting beam 12, a clamping groove is formed in the middle of the buckling pieces, and the opening of the clamping groove is transversely arranged, namely, when the LP wall body member is welded, a plurality of steel bars are firstly transversely placed on the longitudinal supporting beam 12 and correspondingly clamped into the corresponding buckling pieces 21 on each longitudinal supporting beam 12, so that lower-layer steel bars are fixedly arranged in parallel at intervals.
Referring to fig. 5, 6 and 8, there are shown schematic structural diagrams of at least two sets of the steel bar truss positioning assembly, in this embodiment, there are multiple sets of the steel bar truss positioning assembly, and the steel bar truss positioning assembly is perpendicular to the longitudinal support beams, so that the steel bar truss can be positioned better. Each set of steel bar truss positioning component consists of a truss positioning fixing frame 31 and a truss positioning interlocking frame 32, the truss positioning fixing frame 31 comprises a truss supporting rod 311 which is transversely arranged and a plurality of truss positioning rods 312 which are vertically fixed on the truss supporting rod at intervals, and the truss supporting rod 311 is fixed on the longitudinal supporting beam 12 of the supporting component; the truss positioning linkage frame 32 includes a truss positioning linkage plate 321 transversely disposed and a plurality of linkage clamping plates 322 vertically disposed and spaced apart from each other, and the middle of each linkage clamping plate 322 is rotatably connected to the truss support rod 311 and the bottom thereof is rotatably connected to the truss positioning linkage plate 321. Namely, the truss positioning fixing frame 31 is arranged along the direction parallel to the transverse supporting beam 11 and is fixedly connected with the plurality of longitudinal supporting beams 12, so as to fix the steel bar truss positioning assembly. In this embodiment, the steel bar truss positioning assembly is arranged along the direction perpendicular to the longitudinal supporting beam 12, and is fixedly connected with the longitudinal supporting beam 12 through the supporting rod fixing piece 33 in sequence. The truss positioning linkage frame 32 and the truss positioning fixing frame 31 are movably connected through screws, that is, the middle part of the linkage clamping plate 322 is connected with the truss supporting rod 311, and the bottom part of the linkage clamping plate 322 is connected with the truss positioning linkage sheet 321 through screws in a rotating manner, so that the included angle between the truss positioning linkage frame 32 and the truss positioning fixing frame 31 is realized by adjusting the rotating angle of the truss positioning linkage frame 32, and the steel bar truss placed in the truss positioning linkage frame is clamped and opened.
Referring to fig. 5 and 9, at least two sets of the upper layer steel bar positioning assemblies are arranged outside the two sets of the longitudinal support beams located at the outermost side, i.e. two sets of the upper layer steel bar positioning assemblies are arranged parallel to the longitudinal support beams. Each group is composed of a reinforcing steel bar linkage supporting rod 41, a reinforcing steel bar linkage sheet 42 and a plurality of reinforcing steel bar linkage clamping plates 43. The reinforcing bar linkage supporting rod 41 is longitudinally fixed on the side surface of one longitudinal supporting beam 12 on the outermost side, the reinforcing bar linkage sheet 42 is arranged below the reinforcing bar linkage supporting rod 41 in parallel, the plurality of reinforcing bar linkage clamping plates 43 are vertically arranged, and the middle parts and the lower ends of the plurality of reinforcing bar linkage clamping plates are respectively and rotationally connected with the reinforcing bar linkage supporting rod 41 and the reinforcing bar linkage sheet 42. This upper reinforcing bar locating component's theory of operation is similar with steel bar truss locating component for use when upper reinforcing bar is placed on the steel bar truss of welded lower floor's reinforcing bar, carry out the tack weld to the upper reinforcing bar. The fixed steel bar truss is equivalent to a fixing piece positioned on one side of the upper layer steel bar, and the upper layer steel bar positioning component is positioned on the other side of the upper layer steel bar and used for clamping and positioning the steel bar. When clamping, control reinforcing bar interlock clamp plate 43 and can realize the angle modulation of reinforcing bar interlock clamp plate 43 to the realization is to the regulation of the tight angle of clamp of reinforcing bar.
In addition, the support assembly of the present invention may also be implemented in other manners, such as only providing the longitudinal support beams 12, fixing the transversely disposed truss support rods 311 of the truss positioning and fixing frame 31 below the longitudinal support beams 12 to form the support assembly, and then providing the leveling support bases 13 described above below the two ends of at least two truss support rods 311. Of course, other similar variations are possible, and the invention is not particularly limited.
The working process of the bench formwork of the invention is as follows:
firstly, the lower layer steel bars to be welded on the steel bar truss are regularly arranged on the longitudinal supporting beam 12 of the bench formwork, namely, a plurality of steel bars 101 are sequentially and correspondingly clamped into the clamping pieces 21 arranged on the upper side surface of the longitudinal supporting beam 12 to form a plurality of lower layer steel bar assemblies which are arranged in parallel along the transverse direction at intervals, and refer to fig. 10 and 11;
secondly, a plurality of steel bar trusses 102 are sequentially and correspondingly placed between the truss positioning fixing frames 31 and the truss positioning linkage frames 32 of the steel bar truss positioning assemblies along the longitudinal direction, the lower ends of the steel bar trusses are correspondingly clamped on the placed lower-layer steel bars, then the truss positioning linkage frames 32 are pulled to reduce the included angle between the truss positioning fixing frames and the truss positioning linkage frames, and the steel bar trusses 102 are fixed, at the moment, because the lower-layer steel bars and the steel bar trusses are placed and fixed, each welding point can be accurately welded through a welding robot, and refer to fig. 12 and 13;
then, put into the welding point 1023 position in the top that the connection piece of the steel bar truss 102 of the good welded lower floor reinforcing bar corresponds with upper reinforcing bar 101 in proper order, one side leans on steel bar welding 102, the opposite side leans on upper steel bar locating component's reinforcing bar interlock clamp plate 43, then pulling reinforcing bar interlock clamp plate 43 can be fixed the reinforcing bar on upper strata between welding truss and upper steel bar locating component, can weld upper reinforcing bar this moment, thereby accomplish LP wall body component's upper and lower floor's reinforcing bar's location and welding.
And finally, sequentially opening the upper-layer steel bar positioning assembly and the steel bar truss positioning assembly, taking out the welded LP wall body member, referring to fig. 4, completing positioning and welding of the LP wall body member, and repeating the steps so as to realize batch production and processing.
Therefore, the height and the levelness of the whole platform die device are adjusted by arranging the adjustable supporting seat, the accurate placement positions of all components of the LP wall body component are ensured, meanwhile, the lower-layer steel bar, the steel bar truss and the upper-layer steel bar are respectively positioned by the lower-layer steel bar positioning component, the steel bar truss positioning component and the upper-layer steel bar positioning component, the positioning is accurate, the automatic operation of a welding robot can be adapted, and the platform die device has the advantages of being simple in structure, convenient to use, accurate in positioning, high in welding efficiency and the like.
In the previous description, numerous specific details were set forth in order to provide a thorough understanding of the present invention. The foregoing description is that of the preferred embodiment of the invention only, and the invention can be practiced in many ways other than as described herein, so that the invention is not limited to the specific implementations disclosed above. And that those skilled in the art may, using the methods and techniques disclosed above, make numerous possible variations and modifications to the disclosed embodiments, or modify equivalents thereof, without departing from the scope of the claimed embodiments. Any simple modification, equivalent change and modification made to the above embodiments according to the technical essence of the present invention are still within the scope of the technical solution of the present invention, unless the content of the technical solution of the present invention is departed from.
Claims (12)
1. A LP wall component welding bench formwork is used for positioning and clamping when the LP wall component is welded and fixed; the LP wall body component (100) is formed by welding a plurality of steel bars (101) and steel bar trusses (102), wherein the steel bar trusses are formed by taking two parallel spaced steel bars as main steel bars (1021) and connecting pieces (1022) respectively fixed on the two main steel bars at intervals in parallel, and upper and lower welding points (1023) are respectively formed at the connecting positions of the connecting pieces and the main steel bars; the plurality of steel bar trusses are arranged in parallel at intervals along the transverse direction regularly, two layers of a plurality of steel bars are correspondingly arranged on upper and lower welding points of the plurality of regularly arranged steel bar trusses, and the LP wall body member is formed after welding;
it is characterized in that the welding bench die comprises:
a support assembly having at least a plurality of spaced apart longitudinal support beams (12);
the lower-layer steel bar positioning assembly comprises a plurality of groups of buckling pieces (21) which are regularly arranged on the upper side surface of the longitudinal supporting beam (12) respectively and used for positioning a plurality of lower-layer steel bars which are arranged in parallel at intervals;
the steel bar truss positioning assemblies are at least two groups, each group of the steel bar truss positioning assemblies is composed of a truss positioning fixing frame (31) and a truss positioning linkage frame (32), the truss positioning fixing frame (31) comprises a truss supporting rod (311) which is transversely arranged and a plurality of truss positioning rods (312) which are vertically fixed on the truss supporting rod at intervals, and the truss supporting rod (311) is fixed on a longitudinal supporting beam (12) of the supporting assembly; the truss positioning linkage frame (32) comprises a truss positioning linkage sheet (321) which is transversely arranged and a plurality of linkage clamping plates (322) which are vertically arranged at intervals, the middle part of each linkage clamping plate (322) is rotationally connected with the truss supporting rod (311) and the bottom part of each linkage clamping plate is rotationally connected with the truss positioning linkage sheet (321);
upper reinforcing bar locating component, at least two sets ofly, every group comprises reinforcing bar interlock bracing piece (41), reinforcing bar interlock piece (42) and a plurality of reinforcing bar interlock clamp plate (43), reinforcing bar interlock bracing piece (41) are along longitudinally fixed in one on the side of vertical supporting beam (12), reinforcing bar interlock piece (42) parallel is located reinforcing bar interlock bracing piece (41) below, a plurality of reinforcing bar interlock clamp plate (43) along vertical setting and its middle part and lower extreme respectively with reinforcing bar interlock bracing piece (41) and reinforcing bar interlock piece (42) rotate and are connected.
2. The LP wall element welding bench of claim 1, wherein: the supporting component is also provided with at least two parallel transverse supporting beams (11) which are arranged at intervals, and a plurality of longitudinal supporting beams (12) which are arranged at intervals are fixedly arranged on the transverse supporting beams (11).
3. The LP wall element welding bench of claim 2, wherein: and two ends of at least two transverse supporting beams (11) are respectively provided with a leveling supporting base (13) for adjusting the height of the corresponding transverse supporting beam.
4. The LP wall member welding bench of claim 3, wherein: the leveling support base (13) comprises a support base plate (131) and a pair of adjustable supporting feet (132), and the adjustable supporting feet (132) are screwed into two opposite sides of the support base plate through threads.
5. The LP wall member welding bench of claim 2, wherein: the transverse supporting beam (11) is arranged on the supporting bottom plate (131), and the pair of adjustable supporting feet (132) are positioned outside two sides of the length direction of the transverse supporting beam (11).
6. The LP wall member welding bench of claim 2, wherein: the two sides of the transverse supporting beam (11) are respectively provided with an inverted L-shaped main supporting and fixing piece (14), the upper end of the main supporting and fixing piece (14) is locked on the lower side surface of the longitudinal supporting beam (12) through screws, and the lower end of the main supporting and fixing piece (14) is locked on the side surface of the transverse supporting beam (11) through screws.
7. The LP wall element welding bench of claim 2, wherein: the transverse supporting beams (11) and the longitudinal supporting beams (12) are of square tubular structures.
8. The LP wall element welding bench of claim 1, wherein: the buckling piece (21) is composed of two opposite L-shaped clamping pieces, the two opposite L-shaped clamping pieces are correspondingly welded on the upper side face of the longitudinal supporting beam (12), a clamping groove is formed between the two L-shaped clamping pieces, and the opening of the clamping groove is arranged in the direction perpendicular to the longitudinal supporting beam (12).
9. The LP wall element welding bench of claim 1, wherein: the steel bar truss positioning assembly is arranged along the direction vertical to the longitudinal supporting beam (12) and is fixedly connected with the longitudinal supporting beam (12) through a supporting rod fixing piece (33) in sequence.
10. The LP wall element welding bench of claim 1, wherein: two sets of upper reinforcing steel bar positioning assemblies are arranged on the two longitudinal supporting beams (12) on the outermost side respectively.
11. The LP wall element welding bench of claim 1, wherein: the truss support rods (311) are fixed below the longitudinal support beams (12) of the support assembly to form the support assembly together, and leveling support bases (13) are arranged below two ends of at least two truss support rods (311).
12. The LP wall member welding bench formwork of claim 11, wherein: the leveling support base (13) comprises a support base plate (131) and a pair of adjustable supporting feet (132), and the adjustable supporting feet (132) are screwed into two opposite sides of the support base plate through threads.
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| Application Number | Priority Date | Filing Date | Title |
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| CN202210328395.2A CN114633063B (en) | 2022-03-30 | 2022-03-30 | LP wall member welding bench formwork |
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|---|---|---|---|
| CN202210328395.2A CN114633063B (en) | 2022-03-30 | 2022-03-30 | LP wall member welding bench formwork |
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| JP2016030930A (en) * | 2014-07-28 | 2016-03-07 | 辻 八郎 | Crossing connector for reinforcing bars |
| CN206053131U (en) * | 2016-06-24 | 2017-03-29 | 东南大学 | Precast floor slab steel reinforcement cage component and floor |
| CN208441458U (en) * | 2018-04-17 | 2019-01-29 | 浙江铭凯集成房屋有限公司 | Dismantle self-bearing type steel bar truss floor support plate |
| CN211028718U (en) * | 2019-08-15 | 2020-07-17 | 上海宝冶市政工程有限公司 | Reinforcing mesh sheet processing frame |
| KR20210066309A (en) * | 2019-11-28 | 2021-06-07 | 백기원 | Apparatus for reinforcing the pile head |
| CN211589092U (en) * | 2020-01-19 | 2020-09-29 | 中国十七冶集团有限公司 | Combined supporting platform for welding and leveling steel truss |
| CN113579414A (en) * | 2021-07-27 | 2021-11-02 | 阿博机器人(昆山)有限公司 | Automatic welding and blanking production line and welding process for multi-layer steel bar net rack |
| CN215716416U (en) * | 2021-08-27 | 2022-02-01 | 南京耀丰新材料科技有限公司 | Steel bar truss floor support plate arrangement structure |
| CN114000440A (en) * | 2021-12-13 | 2022-02-01 | 中铁一局集团有限公司 | Truss base installation cantilever structure device and method |
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