CN218467092U - Adjustable supporting device for assembled steel bar truss floor bearing plate - Google Patents
Adjustable supporting device for assembled steel bar truss floor bearing plate Download PDFInfo
- Publication number
- CN218467092U CN218467092U CN202222531735.XU CN202222531735U CN218467092U CN 218467092 U CN218467092 U CN 218467092U CN 202222531735 U CN202222531735 U CN 202222531735U CN 218467092 U CN218467092 U CN 218467092U
- Authority
- CN
- China
- Prior art keywords
- steel bar
- bar truss
- horizontal
- adjustable
- pipe
- 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
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses an adjustable strutting arrangement of assembled steel bar truss building carrier plate, the steel bar truss building carrier plate is being installed on the I-steel roof beam of symmetry to the construction building, two engaging lugs are being connected to the both sides rigid coupling of top support tube socket, but through two engaging lugs articulated length-adjusting's diagonal brace respectively, its lower extreme is articulated with the straight foot support base of length-adjusting's horizontal brace both ends rigid coupling respectively, cooperate with the web above the right angle lateral surface of support base and the I-steel roof beam lower limb flange board, upright screw rod is being connected to its back rigid coupling of open-ended flute profile bracket up, the upright screw rod that is equipped with adjusting nut cooperatees with the tube hole of top support tube socket, the horizontal steel beam of assembly cooperatees with the back of steel bar truss building carrier plate on the flute profile bracket. The utility model discloses rational in infrastructure, easy operation, adjustable, repeatedly usable and not influence the same layer subsequent handling construction, needn't demolish the back and carry out follow-up construction again, save construction period greatly, improve the efficiency of construction, improve construction speed, reduce construction cost.
Description
Technical Field
The utility model belongs to construction steel bar truss building carrier plate strutting arrangement, a special adjustable strutting arrangement of assembled steel bar truss building carrier plate.
Background
With the popularization of the concept of green and environment-friendly buildings, the steel structure is widely applied to the fields of large-scale public buildings, infrastructures, high-rise residential buildings and the like due to higher environmental protection and sustainable development, the design specification and the matching technology of the steel structure are mature day by day, and the steel structure has wide development prospect. Along with market competition is fierce day by day, the speed of engineering construction is also faster and faster, the defects of single-row support frames, double-row support frames and full frames which are used for temporarily supporting the super-span positions of the steel bar truss floor bearing plate in the traditional mode are gradually shown, the construction speed is low in the traditional support mode, the material consumption is high, the same-layer secondary structure can be constructed by waiting for the support frames to be dismantled, the construction efficiency is influenced, and the construction period and the cost are increased.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide an adjustable strutting arrangement of assembled steel bar truss building carrier plate, its is rational in infrastructure, easy operation, adjustable, repeatedly usable and not influence the same layer subsequent handling construction, needn't demolish the back and carry out follow-up construction again, save construction period greatly, can improve the efficiency of construction, improve the speed of construction, reduce construction cost.
The purpose of the utility model is realized like this: the utility model provides an adjustable strutting arrangement of assembled steel bar truss floor carrier plate, including the construction building installation steel bar truss floor carrier plate on the I-shaped steel roof beam of symmetry, two engaging lugs of symmetry are firmly connected to the both sides of jacking pipe seat, but through two engaging lugs articulated length-adjusting's diagonal brace respectively, its lower extreme is articulated with the straight foot support base of the horizontal vaulting pole both ends rigid coupling of adjustable length respectively, the right angle lateral surface of support base cooperatees with web above the I-shaped steel roof beam lower limb flange board, upright screw rod is firmly connected to its back of flute profile bracket with the opening up, the upright screw rod that is equipped with adjusting nut cooperatees with the tube hole of jacking pipe seat, the horizontal steel roof beam of assembly on the flute profile bracket cooperatees with the back of steel bar truss floor carrier plate.
The utility model discloses a horizontal stay bar, horizontal tube pole, pipe chute pole, diagonal stay, support base, top support tube socket, adjusting nut, adopt welded connection between horizontal tube pole and the support base, the pipe chute pole with support the base and push up and adopt articulated the connection between the support tube socket, the member adopts upright screw rod to plug in the connection, form whole component, repeatedly usable.
The U-shaped jacking support is formed by the adjusting nut, the vertical screw rod and the groove-shaped bracket through welding. The top support tube seat is made of a 6mm thick steel plate, the top of the top support tube seat is provided with a vertical screw rod with an opening for inserting the U-shaped top support, the two sides of the top support tube seat are provided with lug plates and the opening is used for being connected with an inclined stay bar, the diameter of the opening is 22mm, and the top support tube seat is connected through a hinged rivet in a hinged mode. The supporting base, the horizontal pipe rod and the horizontal support rod are connected into a whole in a welding mode. The support base adopts the preparation of 10mm thick steel board to form, supports base upper portion and is equipped with the trompil and is used for being connected with the pipe chute pole, and the trompil diameter is 22mm, connects and adopts articulated rivet to articulate the connection. The inclined support rod of the whole device is composed of the inclined tube rod, the inclined support rod, the adjusting nut and the upright screw rod, the inclined support rod and the upright screw rod are connected in a welding mode, the inclined tube rod and the upright screw rod are connected in an inserting mode, and the length of the inclined support rod of the whole device is adjusted through the adjusting nut. The horizontal supporting rod of the whole device is composed of the horizontal pipe rod, the horizontal supporting rod, the adjusting nut and the vertical screw rod, the horizontal supporting rod and the vertical screw rod are connected in a welding mode, the horizontal pipe rod and the vertical screw rod are connected in an inserting mode, and the length of the horizontal supporting rod of the whole device is adjusted through the adjusting nut.
The horizontal pipe pole comprises two steel pipes and an upright screw rod, the steel pipe specification is diameter 48mm, wall thickness 3.5mm, upright screw rod diameter is 36mm, upright screw rod and the horizontal pipe pole welded connection of one end.
The inclined rod consists of two steel pipes and an upright screw rod, the steel pipes are 48mm in diameter and 3.5mm in wall thickness, the upright screw rod is 36mm in diameter, and the upright screw rod is connected with the inclined rod at one end in a welding mode. The horizontal pipe rod, the horizontal stay bar, the inclined pipe rod and the inclined stay bar are made of steel pipes with the diameter of 48mm and the wall thickness of 3.5 mm.
The support base is formed by machining steel plates with the material Q235C and the thickness of 10mm, participates in welding connection with the horizontal pipe rod, and is connected with the inclined rod in a hinged mode.
The jacking pipe seat is formed by processing a steel plate with the thickness of 6mm, is hinged with the inclined rod and is used as a base of the U-shaped jacking.
The U-shaped top support consists of a U-shaped bracket and an upright screw rod, wherein the U-shaped bracket is U-shaped, the thickness of the U-shaped bracket is 6mm, and the diameter of the upright screw rod is 36mm. The trough-shaped bracket is made of a steel plate with the material quality of Q235C and the thickness of 6mm, and the length of the trough-shaped bracket can be adjusted according to the support span.
The adjusting nut is used for inserting and connecting the horizontal pipe rod, the inclined rod and the U-shaped jacking pipe seat.
The utility model discloses draw materials simply, ann tears swift, convenient to use, adjustable, repeatedly usable, not influence the same layer construction open, be applicable to all kinds of steel bar truss building carrier plate lower parts and support temporarily, but wide application in construction projects such as building engineering, infrastructure, public building.
Has the following advantages:
1. the raw materials are convenient to obtain, the material consumption is low, the cost is low, and the economy is high;
2. the use is simple, the installation is rapid, the construction speed is rapid, and the turnover efficiency is high;
3. the adjustable support device is adjustable in use, suitable for temporary support of most of super-span floor bearing plate parts and wide in application range;
4. in the using process, the secondary structure and subsequent process construction of the same layer are not affected, and the subsequent construction is not needed after the secondary structure and the subsequent process construction are dismantled, so that the construction period is greatly shortened;
5. the novel LED display screen can be used for multiple times, can be used for a long time after being manufactured, is long in service cycle, and saves a large amount of labor cost and construction period.
The utility model has the advantages of substantive characteristics and apparent technological progress, the utility model discloses the adjustable strutting arrangement of assembled steel bar truss building carrier plate has effectually changed that the interim support body material consumption of traditional steel bar truss building carrier plate is big, ann tears the drawback that the speed is slow, influence the subsequent handling construction open, has reduced manual work, material and time cost.
The utility model discloses adjustable strutting arrangement of assembled steel bar truss building carrier plate has that material selection economic convenience, ann tear swift, the material quantity is little, adjustable, application scope is wide, the turnover is efficient, do not influence advantages such as subsequent handling construction.
The utility model discloses rational in infrastructure, easy operation, adjustable, repeatedly usable and not influence the same layer subsequent handling construction, needn't carry out follow-up construction again after demolising, save construction period greatly, improved the efficiency of construction, improved construction speed, reduced construction cost.
Drawings
The present invention will be further described with reference to the accompanying drawings, wherein fig. 1 is a schematic perspective view of the present invention, fig. 2 is a schematic structural view of an adjustable supporting device, and fig. 3 is a schematic structural view of an assembly of a trough-shaped bracket.
Detailed Description
An adjustable supporting device for an assembled steel bar truss floor bearing plate is disclosed, as shown in fig. 1, fig. 2 and fig. 3, the adjustable supporting device comprises a construction building, wherein the steel bar truss floor bearing plate 2 is installed on a symmetrical steel I-beam 1, two symmetrical connecting lugs 17 are fixedly connected to two sides of a jacking pipe seat 4, an inclined strut with adjustable length is respectively hinged to the two connecting lugs 17, the lower end of the inclined strut is respectively hinged to a straight foot supporting base 8 fixedly connected to two ends of a horizontal strut with adjustable length, the right-angle outer side surface of the supporting base 8 is matched with the upper surface of a lower flange plate of the steel I-beam 1 and a web plate, a groove-shaped bracket 12 with an upward opening is fixedly connected to the back surface of the groove-shaped bracket 12, an upright screw 11 provided with an adjusting nut 6 is matched with a pipe hole of the jacking pipe seat 4, and a horizontal steel beam assembled on the groove-shaped bracket 12 is matched with the back surface of the steel bar truss floor bearing plate 2. The adjustable supporting devices are uniformly distributed below the steel bar truss floor bearing plate 2. The length-adjustable diagonal rod is structurally characterized in that a connecting lug is arranged at the upper end of the diagonal rod 5, a connecting hole is formed in the connecting lug, a first screw 13 provided with an adjusting nut 6 is fixedly connected to the lower end of the diagonal rod 5, the connecting lug with the connecting hole is arranged at the lower end of the diagonal rod 7, a pipe hole in the upper end of the diagonal rod 7 is matched with the first screw 13, and the lower end face of the adjusting nut 6 is matched with the end face of the pipe hole in the upper end of the diagonal rod 7. The structure of the horizontal stay bar with adjustable length is that the outer end of the horizontal stay bar 9 is fixedly connected with a right-angle supporting base 8, the inner end of the horizontal stay bar 9 is fixedly connected with a second screw 14 provided with an adjusting nut 6, a pipe hole at one end of the horizontal pipe bar 10 is matched with the second screw 14, the pressure applying end surface of the adjusting nut 6 is matched with the pipe hole end surface of the horizontal pipe bar 10, and the other end of the horizontal pipe bar 10 is fixedly connected with the right-angle supporting base 8. The diameters of the upright screw 11, the first screw 13 and the second screw 14 are all 36mm. The inclined tube rod 7 and the horizontal tube rod 10 are both made of steel tubes with the diameter of 48mm and the wall thickness of 3.5 mm. The right-angle supporting base 8 is formed by fixedly connecting a connecting lug with a connecting hole on the inner side surface of a vertical plate of a right-angle plate seat, and fixedly connecting the end part of a horizontal stay bar 9 or the end part of a horizontal pipe rod 10 on the upper surface of a horizontal plate of the right-angle plate seat. The horizontal steel beam is two combined steel pipes 3. The top supporting tube seat 4 is structured in such a way that the upper end of a sleeve 15 is fixedly connected with a circular supporting plate 16, two symmetrical connecting lugs 17 are fixedly connected with two side surfaces of the top supporting tube seat 4, and connecting holes 18 are arranged on the connecting lugs 17.
Claims (9)
1. The utility model provides an adjustable strutting arrangement of assembled steel bar truss building carrier plate, is installing steel bar truss building carrier plate (2), characterized by including the construction building on the I-steel girder (1) of symmetry: two symmetrical connecting lugs (17) are fixedly connected to two sides of a top supporting pipe seat (4), inclined supporting rods with adjustable length are respectively hinged to the two connecting lugs (17), the lower ends of the two inclined supporting rods are respectively hinged to straight foot supporting bases (8) fixedly connected to two ends of a horizontal supporting rod with adjustable length, the outer side faces of right angles of the supporting bases (8) are matched with the upper face of a lower flange plate of an I-shaped steel beam (1) and a web plate, vertical screw rods (11) are fixedly connected to the back faces of groove-shaped brackets (12) with upward openings, the vertical screw rods (11) assembled with adjusting nuts (6) are matched with pipe holes of the top supporting pipe seat (4), and horizontal steel beams assembled on the groove-shaped brackets (12) are matched with the back faces of steel bar truss floor supporting plates (2).
2. The adjustable supporting device of an assembled steel bar truss floor deck as claimed in claim 1, wherein: the adjustable supporting devices are uniformly distributed below the steel bar truss floor bearing plate (2).
3. The adjustable supporting device of an assembled steel bar truss floor deck as claimed in claim 1, wherein: the length-adjustable diagonal brace is structurally characterized in that a connecting lug is arranged at the upper end of the diagonal brace (5), a connecting hole is formed in the connecting lug, a first screw (13) provided with an adjusting nut (6) is fixedly connected to the lower end of the diagonal brace (5), the connecting lug with the connecting hole is arranged at the lower end of a diagonal brace (7), a pipe hole in the upper end of the diagonal brace (7) is matched with the first screw (13), and the lower end face of the adjusting nut (6) is matched with the end face of the pipe hole in the upper end of the diagonal brace (7).
4. The adjustable supporting device of an assembled steel bar truss floor deck as claimed in claim 1, wherein: the structure of the horizontal support rod with adjustable length is that the outer end of the horizontal support rod (9) is fixedly connected with a right-angle support base (8), the inner end of the horizontal support rod (9) is fixedly connected with a second screw rod (14) provided with an adjusting nut (6), a pipe hole at one end of the horizontal pipe rod (10) is matched with the second screw rod (14), the pressure applying end surface of the adjusting nut (6) is matched with the pipe hole end surface of the horizontal pipe rod (10), and the other end of the horizontal pipe rod (10) is fixedly connected with the right-angle support base (8).
5. The adjustable supporting device of an assembly type steel bar truss floor deck as claimed in claim 1, 3 or 4, wherein: the diameters of the upright screw (11), the first screw (13) and the second screw (14) are all 36mm.
6. The adjustable supporting device of an assembled steel bar truss floor deck as claimed in claim 3 or 4, wherein: the inclined pipe rod (7) and the horizontal pipe rod (10) are both made of steel pipes with the diameter of 48mm and the wall thickness of 3.5 mm.
7. The adjustable supporting device of an assembled steel bar truss floor deck as claimed in claim 1, wherein: the right-angle supporting base (8) is structurally characterized in that a connecting lug with a connecting hole is fixedly connected to the inner side surface of a vertical plate of a right-angle plate seat, and the end part of a horizontal stay bar (9) or the end part of a horizontal pipe bar (10) is fixedly connected to the upper surface of a horizontal plate of the right-angle plate seat.
8. The adjustable supporting device of an assembled steel bar truss floor deck as claimed in claim 1, wherein: the horizontal steel beam is two combined steel pipes (3).
9. The adjustable supporting device of an assembled steel bar truss floor deck as claimed in claim 1, wherein: the jacking pipe seat (4) is structurally characterized in that the upper end of a sleeve (15) is fixedly connected with a circular supporting plate (16), two symmetrical connecting lugs (17) are fixedly connected to two side surfaces of the jacking pipe seat (4), and connecting holes (18) are formed in the connecting lugs (17).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222531735.XU CN218467092U (en) | 2022-09-24 | 2022-09-24 | Adjustable supporting device for assembled steel bar truss floor bearing plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222531735.XU CN218467092U (en) | 2022-09-24 | 2022-09-24 | Adjustable supporting device for assembled steel bar truss floor bearing plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218467092U true CN218467092U (en) | 2023-02-10 |
Family
ID=85145019
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222531735.XU Active CN218467092U (en) | 2022-09-24 | 2022-09-24 | Adjustable supporting device for assembled steel bar truss floor bearing plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218467092U (en) |
-
2022
- 2022-09-24 CN CN202222531735.XU patent/CN218467092U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN218467092U (en) | Adjustable supporting device for assembled steel bar truss floor bearing plate | |
| CN205637135U (en) | Steel construction pipe truss beam column conversion node | |
| CN113216646A (en) | Assembling method of pipe truss | |
| CN218061413U (en) | Pre-buried device is used in fixed of bulky concrete form | |
| CN217054367U (en) | Shear force wall attached type roofing structure formwork support that encorbelments | |
| CN214738756U (en) | Steel construction building connecting device | |
| CN210459181U (en) | New and old ground is wall T joint design node even | |
| CN209369334U (en) | A kind of large-span concrete stay in place form support device | |
| CN215053284U (en) | Novel independent support of post-cast strip for bearing stress by using original structure | |
| CN201620592U (en) | Scaffold double-steel-pipe welding base | |
| CN105863054A (en) | Steel structural pipe truss beam column transferring joint | |
| CN217631200U (en) | Scaffold frame is wall spare drawknot device even suitable for brick and concrete structure | |
| CN215717003U (en) | Tool type support device for fixing concrete pump pipe | |
| CN219824931U (en) | Length-adjustable bailey beam nondestructive reinforcing vertical rod | |
| CN220486455U (en) | Supporting and fixing device for lower template of concrete structure in foundation pit | |
| CN218375533U (en) | Prefabricated floor bearing structure | |
| CN220226203U (en) | Anti-tilting unloading wall connecting device | |
| CN217631491U (en) | Support for steel structure overhanging floor bearing plate | |
| CN220953834U (en) | Novel steel construction postposition pierces through connection structure | |
| CN212506291U (en) | Hanging plate structure in steel support supporting system | |
| CN217782818U (en) | Wall connecting device for external scaffold with existing structure | |
| CN212507075U (en) | Tool type steel bar support frame for mass concrete in super high-rise core barrel | |
| CN219219787U (en) | Hanging die and inverted beam reinforcing device | |
| CN219993083U (en) | Building construction engineering scaffold | |
| CN216867741U (en) | Flexible ceiling support fixing device of PSP steel-plastic composite pipe |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |