CN217439190U - Lattice column and steel support node connection structure - Google Patents
Lattice column and steel support node connection structure Download PDFInfo
- Publication number
- CN217439190U CN217439190U CN202220745122.3U CN202220745122U CN217439190U CN 217439190 U CN217439190 U CN 217439190U CN 202220745122 U CN202220745122 U CN 202220745122U CN 217439190 U CN217439190 U CN 217439190U
- Authority
- CN
- China
- Prior art keywords
- girder
- lattice column
- connection structure
- node connection
- main
- 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
Links
Images
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses a lattice column and steel support node connection structure, which relates to the technical field of connection equipment and comprises two main beams, wherein two auxiliary beams are connected between the two main beams, a bearing beam is arranged between the two main beams and between the auxiliary beams, a lattice column is arranged at one end inside the main beams, a limiting plate is arranged at the other end of the upper surface of the main beams and at the position corresponding to the auxiliary beams, a main fixing plate is arranged between the limiting plates and at the upper surface of the auxiliary beams, a hardwood wedge is arranged at the upper surface of the main beams and at the position corresponding to the bearing beam, under the influence of the gravity of the steel support, the gravity of the steel support is prevented from being dispersed into force in the horizontal direction, the stable shape of the node connection structure is ensured, the supporting capability of the node connection structure is enhanced, the node connection structure is kept stable, and the axial extension and contraction of the constraint support are avoided, and avoids affecting the application of the supporting prestress.
Description
Technical Field
The utility model relates to a jointing equipment technical field, concretely relates to lattice column and steel support nodal connection structure.
Background
Steel lattice column mainly includes steel stand and stand stake two parts, upper portion steel stand is the steel member, lower part stand stake is reinforced concrete bored concrete pile foundation, set up the steel shotcrete on steel lattice column again, and guarantee that steel shotcrete and steel lattice column mutually perpendicular set up, adopt connection structure part to be connected steel lattice column and steel shotcrete at the node usually, traditional node connection structure receives the gravity influence of steel shotcrete, the gravity dispersion of steel shotcrete is the power of horizontal direction, lead to node connection structure to take place deformation, influence node connection structure bearing capacity, node connection structure's deformation can retrain the support axial and stretch out and draw back, and the influence is exerted and is supported the prestressing force.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a lattice column and steel shotcrete nodal connection structure to solve the traditional nodal connection structure that proposes in the above-mentioned background art and receive the gravity influence of steel shotcrete, disperse the gravity of steel shotcrete for the power of horizontal direction, lead to nodal connection structure to take place deformation, influence nodal connection structure bearing capacity, nodal connection structure's deformation can retrain the support axial and stretch out and draw back, and the problem of supporting prestressing force is applyed in the influence.
In order to achieve the above purpose, the utility model provides a following technical scheme: the utility model provides a lattice column and steel shotcrete node connection structure, includes the girder, the quantity of girder is two, two be connected with the auxiliary girder between the girder, two just be in between the girder be equipped with the spandrel girder between the auxiliary girder, the inside one end of girder is equipped with the lattice column, the upper surface other end of girder and with the position that the auxiliary girder corresponds is equipped with the limiting plate, one side just be in between the limiting plate the upper surface of auxiliary girder is equipped with main fixed plate, the upper surface of girder and with the position that the spandrel girder corresponds is equipped with the hardwood wedge.
Preferably, the right end of the main beam and the position that the lattice column corresponds are equipped with main reinforcing plate, the front and back surface lower extreme of main beam and with the position that the lattice column corresponds is equipped with the side reinforcing plate, between the main reinforcing plate and be equipped with vice fixed plate on the lower surface of vice roof beam.
Preferably, the lattice column comprises four upright columns, a connecting plate is arranged between the outer surfaces of the four upright columns, and one end of the main beam is abutted to the outer surfaces of the upright columns and the lower end of the connecting plate.
Preferably, the outer surface of the bearing beam and the position corresponding to the hard wood wedge are provided with mounting plates, and the upper surface of each mounting plate abuts against the hard wood wedge.
Preferably, the main fixing plate is provided with a weight reduction window.
Compared with the prior art, the beneficial effects of the utility model are that: through the welding with the one end and the lattice column fixed connection of girder, and be connected to main reinforcing plate and vice reinforcing plate between girder and the lattice column, strengthen the connection stability between the main lattice column of girder, replace traditional node connection structure, under the influence of the gravity that receives the steel shotcrete, avoid dispersing the gravity of steel shotcrete for the power of horizontal direction, guarantee node connection structure shape stability, strengthen node connection structure support ability, node connection structure's remain stable, it is flexible to avoid restraint support axial, and avoid the influence to exert and support prestressing force.
Drawings
Fig. 1 is an axonometric view of the main structure of the present invention;
FIG. 2 is a front sectional view of the main structure of the present invention;
FIG. 3 is a schematic front view of the main structure of the present invention;
FIG. 4 is a right-side view of the main structure of the present invention;
fig. 5 is a schematic top view of the main structure of the present invention.
In the figure: 1-main beam, 2-auxiliary beam, 3-bearing beam, 4-lattice column, 401-upright column, 402-connecting plate, 5-limiting plate, 6-main fixing plate, 7-hard wood wedge, 8-main reinforcing plate, 9-side reinforcing plate, 10-auxiliary fixing plate, 11-mounting plate, 12-weight-reducing window and 13-steel support.
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 work belong to the protection scope of the present invention.
Please refer to fig. 1-5, the utility model provides a lattice column and steel support node connection structure, including girder 1, the quantity of girder 1 is two, two be connected with vice roof beam 2 between the girder 1, two between the girder 1 and be equipped with spandrel girder 3 between the vice roof beam 2, the inside one end of girder 1 is equipped with lattice column 4, the upper surface other end of girder 1 and with the position that vice roof beam 2 corresponds is equipped with limiting plate 5, one side between the limiting plate 5 and the upper surface of vice roof beam 2 is equipped with main fixed plate 6, the upper surface of girder 1 and with the position that spandrel girder 3 corresponds is equipped with hardwood wedge 7.
During the use, through the welding with the suitable position of auxiliary girder 2 and spandrel girder 3 fixed connection to girder 1, afterwards, with the position that limiting plate 5 welded fastening to the upper surface of girder 1 and auxiliary girder 2 correspond, and with main fixed plate 6 welded fastening to between the limiting plate 5 and on auxiliary girder 2, pass through main fixed plate 6 with limiting plate 5 and fix to auxiliary girder 2, strengthen limiting plate 5's connection stability, and strengthen limiting plate 5's intensity itself, place hardwood wedge 7 on spandrel girder 3, place steel shotcrete 13 on hardwood wedge 7 again, avoid steel shotcrete 13 and girder 1 direct contact through hardwood wedge 7, avoid the steel shotcrete 13 damage that the friction leads to, fix to lattice column 4 on the other end of girder 1 through the welding afterwards, guarantee girder 1 and lattice column 4's connection stability.
The right-hand member of girder 1 with the position that lattice column 4 corresponds is equipped with main reinforcing plate 8, the front and back surface lower extreme of girder 1 and with the position that lattice column 4 corresponds is equipped with side reinforcing plate 9, just be in between the main reinforcing plate 8 be equipped with vice fixed plate 10 on the lower surface of auxiliary girder 2, through set up main reinforcing plate 8 at the right-hand member of girder 1 and between lattice column 4, transmit lattice column 4 through main reinforcing plate 8 with the gravity of some steel shotcrete 13 that girder 1 bore on, avoid girder 1 to receive the gravity influence of steel shotcrete 13 and lead to girder 1 to produce deformation, be equipped with the stability of being connected between vice reinforcing plate 9 reinforcing girder 1 and the lattice column 4 between the side surface of girder 1 and lattice column 4.
The surface of spandrel girder 3 and with the position that hardwood wedge 7 corresponds is equipped with mounting panel 11, the upper surface of mounting panel 11 supports on hardwood wedge 7, sets up the displacement of mounting panel 11 to hardwood wedge 7's transverse direction through the surface at spandrel girder 3 and prescribes a limit to, and the displacement friction of avoiding between steel shotcrete 13 and girder 1 leads to hardwood wedge 7 to produce the displacement, leads to losing the supporting role to steel shotcrete 13.
The main fixing plate 6 is provided with a weight reduction window 12, the weight of the whole equipment is reduced by arranging the weight reduction window 12, and the weight reduction window 12 is arranged on the main fixing plate 6, so that the operation of a constructor in the process of arranging the steel support 13 can be facilitated.
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 (5)
1. The utility model provides a lattice column and steel support node connection structure which characterized in that: including girder (1), the quantity of girder (1) is two, two be connected with vice roof beam (2), two between girder (1) and be in be equipped with spandrel girder (3) between vice roof beam (2), the inside one end of girder (1) is equipped with lattice column (4), the upper surface other end of girder (1) and with the position that vice roof beam (2) correspond is equipped with limiting plate (5), one side just between limiting plate (5) the upper surface of vice roof beam (2) is equipped with main fixed plate (6), the upper surface of girder (1) and with the position that spandrel girder (3) correspond is equipped with hardwood wedge (7).
2. A lattice column and steel support node connection structure as claimed in claim 1, wherein: the right-hand member of girder (1) with the position that lattice column (4) correspond is equipped with main reinforcing plate (8), the front and back surface lower extreme of girder (1) and with the position that lattice column (4) correspond is equipped with side reinforcing plate (9), between main reinforcing plate (8) and be equipped with auxiliary fixing plate (10) on the lower surface of auxiliary girder (2).
3. A lattice column and steel support node connection structure as claimed in claim 1, wherein: lattice column (4) are including stand (401), the quantity of stand (401) is four, four be equipped with connecting plate (402) between the surface of stand (401), the one end of girder (1) is supported on the surface of stand (401) and be in the lower extreme of connecting plate (402).
4. A lattice column and steel support node connection structure as claimed in claim 1, wherein: the outer surface of spandrel girder (3) and with the position that hard wooden wedge (7) correspond is equipped with mounting panel (11), the upper surface of mounting panel (11) is supported on hard wooden wedge (7).
5. A lattice column and steel support node connection structure as claimed in claim 1, wherein: and a weight reduction window (12) is formed in the main fixing plate (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220745122.3U CN217439190U (en) | 2022-04-01 | 2022-04-01 | Lattice column and steel support node connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220745122.3U CN217439190U (en) | 2022-04-01 | 2022-04-01 | Lattice column and steel support node connection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217439190U true CN217439190U (en) | 2022-09-16 |
Family
ID=83216154
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220745122.3U Active CN217439190U (en) | 2022-04-01 | 2022-04-01 | Lattice column and steel support node connection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217439190U (en) |
-
2022
- 2022-04-01 CN CN202220745122.3U patent/CN217439190U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN217439190U (en) | Lattice column and steel support node connection structure | |
| CN211818230U (en) | Building structure design roof beam reinforced structure | |
| CN212715990U (en) | Adjustable vertical type assembling jig frame for assembling plane truss | |
| CN111535196B (en) | Bridge building templates link for civil engineering | |
| CN211172435U (en) | Assembly type node structure of PEC beam and H-shaped steel column in sleeve type connection | |
| CN210105338U (en) | Construction operation support is assembled on large-span steel construction pipe truss ground | |
| CN216196847U (en) | Replaceable superplastic buckling restrained brace device for historic building timber frame | |
| CN212176656U (en) | Reinforced structure of building roof beam | |
| CN113089831B (en) | High-performance damping beam-column mortise-tenon structure and manufacturing method thereof | |
| CN213572585U (en) | Thin-wall steel arc beam | |
| CN212534550U (en) | Connection node of prefabricated assembled shaped steel concrete column and PEC roof beam | |
| CN209891754U (en) | Reinforced concrete triangle reinforced structure | |
| CN113982113A (en) | Three-section beam and column structure and combined frame type structure thereof | |
| CN219175950U (en) | Reinforced structure of steel structure joint | |
| CN217998397U (en) | Combined type supporting truss | |
| CN221052844U (en) | Building beam column node structure | |
| CN214885773U (en) | Building crossbeam reinforcing apparatus | |
| CN214657928U (en) | Detachable full-assembly type prestressed concrete frame structure anti-seismic node | |
| CN221878358U (en) | Steel structure frame with truss structure | |
| CN218622636U (en) | Postposition embedded part of prestressed concrete beam | |
| CN213390542U (en) | Frame convenient to install for steel house | |
| CN212201287U (en) | Shaped steel-reinforced concrete welding point bearing structure | |
| CN220058844U (en) | Beam template support structure of building main body | |
| CN214575954U (en) | Reinforced concrete beam column node antidetonation reinforced structure | |
| CN215106208U (en) | Friction-buckling-restrained supporting structure and supporting frame system thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |