CN112814372A - Rectangular pipe support beam structure and construction method thereof - Google Patents
Rectangular pipe support beam structure and construction method thereof Download PDFInfo
- Publication number
- CN112814372A CN112814372A CN202110151431.8A CN202110151431A CN112814372A CN 112814372 A CN112814372 A CN 112814372A CN 202110151431 A CN202110151431 A CN 202110151431A CN 112814372 A CN112814372 A CN 112814372A
- Authority
- CN
- China
- Prior art keywords
- rectangular pipe
- support frame
- supporting
- support
- beam structure
- 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.)
- Pending
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/40—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings for coffered or ribbed ceilings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
- E04G11/483—Supporting heads
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
- E04G11/50—Girders, beams, or the like as supporting members for forms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G25/00—Shores or struts; Chocks
- E04G25/04—Shores or struts; Chocks telescopic
- E04G25/06—Shores or struts; Chocks telescopic with parts held together by positive means
- E04G25/065—Shores or struts; Chocks telescopic with parts held together by positive means by a threaded nut
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention relates to the technical field of building equipment, in particular to a rectangular pipe supporting beam structure and a construction method thereof, wherein the supporting beam structure is connected at the upper end of a supporting frame, the supporting frame comprises a supporting frame A, a supporting frame B and a supporting frame C, an adjusting threaded rod A is connected at the upper end of the supporting frame C, a U-shaped jacking bracket is connected at the upper end of the adjusting threaded rod A, the supporting beam structure comprises a rectangular pipe supporting beam and connecting pieces fixedly connected at two sides of the rectangular pipe supporting beam, the rectangular pipe supporting beam is arranged between the adjusting threaded rods A through the connecting pieces, the high-strength rectangular pipe supporting beam arranged in the invention can effectively improve the rigidity and strength of the whole supporting beam structure, the connecting mode is the same as that of a conventional disc-buckled steel pipe support horizontal rod, the invention optimizes the welding mode and position of the end part of the rectangular pipe supporting beam and the, and may provide a horizontal load-bearing surface with a certain stiffness and load-bearing capacity.
Description
Technical Field
The invention relates to the technical field of building equipment, in particular to a rectangular pipe support beam structure and a construction method thereof.
Background
At present, a formwork support system consists of a top plate formwork support combined structure, a frame column formwork support combined structure and a shear wall formwork support combined structure, three systems are combined flexibly and are compact in structure, the design and configuration can be carried out according to different requirements of various projects of customers, a building formwork is a temporary support structure and is manufactured according to the design requirement, a concrete structure and a component are formed according to the specified position and the geometric dimension, the correct position of the concrete structure and the component is kept, the self weight of the building formwork and external loads acting on the building formwork are borne, the purpose of formwork engineering is achieved, the quality and the construction safety of a concrete engineering are guaranteed, the construction progress is accelerated, and the engineering cost is reduced.
For example, the utility model with the patent number CN200620066918.7 discloses a building template and a combination device of the building template and a supporting beam, the building template is characterized in that the building template comprises two or more layers of plastic template panels which are integrally formed, one or more than one closed space which is closed on the periphery and used for connecting the two adjacent layers of template panels and improving the supporting force of the template is arranged between the two adjacent layers of template panels, one or more than one second limit raised lines or second limit grooves which are matched with the plastic supporting beam in shape are arranged on the template panels, the second limit raised lines or the second limit grooves are arranged on the surface which is contacted with the plastic supporting beam, the template panels are two layers, the closed space is a closed space which is formed between the first reinforced ribs which are connected between the two layers of template panels and the two layers of template panels, the back surface of the forming surface of the template panels is also provided with second reinforced ribs which are in one-to-one correspondence, the second reinforcing rib comprises a second convex strip, and the closed space is formed by a third reinforcing rib connected between two adjacent layers of template panels and two adjacent layers of template panels; the positions of third reinforcing ribs between two adjacent layers of template panels are in one-to-one correspondence, the supporting beam is integrally formed by plastic, the plastic supporting beam comprises an outer pipe body with a closed periphery, reinforcing ribs are arranged on the inner side wall of the outer pipe body, two or more closed spaces are formed between the reinforcing ribs and the outer pipe body or between the reinforcing ribs and the cross section of the outer pipe body, and one or more first limiting convex strips or first limiting grooves which limit the building template and are matched with the building template are arranged on the surface matched with the building template; the second raised line of the building template is arranged in the first limit groove of the building template support beam or the second limit groove of the building template is arranged on the first limit raised line of the building template support beam, the building template is supported on the building template support beam, the building templates are arranged together, the left side surface and the right side surface of the outer pipe body of the building template support beam are also convexly provided with support mechanisms, the support mechanisms of two adjacent building template support beams are provided with support bars, the building templates are arranged on the support bars and the building template support beams, the outer pipe body is internally provided with an inner pipe body with closed periphery, the cross section of the inner pipe body is rectangular, cylindrical or polygonal, the reinforcing ribs comprise four reinforcing ribs connected at the diagonal positions of the outer pipe body and four reinforcing ribs connected at the central line positions of the outer pipe body, and/or triangular reinforcing ribs are formed between the outer pipe body and the reinforcing ribs and/or between the reinforcing ribs The cross section of the inner pipe body is rectangular, the reinforcing ribs comprise two reinforcing ribs connected to the diagonal positions of the outer pipe body and four reinforcing ribs connected to the central line positions of the outer pipe body, and the edge of one side, close to the matching surface of the outer pipe body, of the inner pipe body, provided with the two grooves, extends to the outer pipe body; and the surface matched with the building template is provided with two first limit grooves.
As for the existing support structures such as the support beam, the construction mode is usually the load-bearing beam (double-channel steel joist mode) which is horizontally arranged and floated, the bearing capacity and the bearing function are low, the problem of unstable support exists, the stability of the frame body cannot be ensured in the process of erection and dismantling, and the construction safety is low.
There is therefore a need for a rectangular pipe support beam structure and a construction method thereof that can solve the above problems.
Disclosure of Invention
The invention provides a rectangular pipe supporting beam structure and a construction method thereof, the high-strength rectangular pipe supporting beam arranged in the invention can effectively improve the rigidity and the strength of the whole supporting beam structure, the connection mode is the same as that of a conventional disc buckle type steel pipe bracket horizontal rod, and the upper and lower connection positions can be connected at will according to the construction requirement and the clearance height.
The technical scheme adopted by the invention for solving the technical problems is as follows: the utility model provides a rectangular pipe supporting beam structure and construction method thereof, its a supporting beam structure connects in the upper end of support frame, the support frame is including support frame A, support frame B and support frame C, support frame B sets up in support frame A's upper end, and mutual fixed connection between support frame B and the support frame A, support frame C sets up in support frame B's upper end, mutual fixed connection between support frame C and the support frame B support frame C's upper end is connected with adjusting threaded rod A, is connected with U type top support on adjusting threaded rod A's upper end, a supporting beam structure includes rectangular pipe supporting beam and the connecting piece of fixed connection in rectangular pipe supporting beam both sides, and rectangular pipe supporting beam installs between adjusting threaded rod A through this connecting piece.
Furthermore, the support frame A, the support frame B and the support frame C are identical in structure and are formed by installing a plurality of support tubes and angle connecting rods, and a plurality of horizontal connecting rods A which are transversely arranged in parallel are fixedly connected between the support tubes.
Furthermore, the bottom of support frame A is provided with adjustable base, and this adjustable base is including adjusting threaded rod B, spacing nut and supporting baseplate down, adjusting threaded rod B with connect through the screw is each other revolved between the support frame A, and the spacing nut suit is on adjusting threaded rod B down, and spacing nut carries out spacingly to the length that inserts the stay tube down, and supporting baseplate fixed connection is at adjusting threaded rod B's lower extreme.
Furthermore, a plurality of flange plates are sleeved on the supporting tubes, and the flange plates on the four supporting tubes are connected with each other through the horizontal connecting rod A and the angle connecting rods.
Furthermore, the connecting piece has seted up spacing pinhole including U type connecting block and spacing cotter board on U type connecting block, the one end of U type connecting block with the mutual fixed connection of tip of rectangular pipe supporting beam, the other end of U type connecting block and the disc type nut of fixing on adjusting threaded rod A peg graft each other.
Furthermore, the limiting pin plate is arranged inside the limiting pin hole, and the limiting pin hole is mutually limited and locked with the disc type nut through the limiting pin plate.
Furthermore, the adjusting threaded rod A is sleeved with an upper limiting nut used for adjusting the length of the supporting pipe inserted into the lower end of the adjusting threaded rod A, a horizontal connecting rod B is connected between the adjusting threaded rod A, and the horizontal connecting rod B is arranged at the upper end of the upper limiting nut and is parallel to the rectangular pipe supporting beams.
A rectangular pipe supporting beam structure and a construction method thereof are disclosed, the construction method comprises the following steps:
step S1: firstly, preparing materials according to a construction scheme;
step S2: erecting a disc buckle support to the height required in the scheme according to the construction sequence;
step S3: inserting the U-shaped jacking into the adjusting threaded rod A;
step S4: rotating the disc type nut of the U-shaped jacking to the calculated height required by the engineering;
step S5: directly laying keels at the bottom of the rectangular pipe support beam;
step S6: paving a beam bottom plywood;
step S7: laying beam steel bars;
step S8: laying beam testing template plywood and back edges;
step S9: ready for concrete casting.
The invention has the advantages that: the invention provides a rectangular pipe supporting beam structure and a construction method thereof, wherein the supporting beam structure is connected to the upper end of a supporting frame, the supporting frame comprises a supporting frame A, a supporting frame B and a supporting frame C, the upper end of the supporting frame C is connected with an adjusting threaded rod A, the upper end of the adjusting threaded rod A is connected with a U-shaped jacking, the supporting beam structure comprises a rectangular pipe supporting beam and connecting pieces fixedly connected to two sides of the rectangular pipe supporting beam, and the rectangular pipe supporting beam is arranged between the adjusting threaded rods A through the connecting pieces, and the rectangular pipe supporting beam structure has the following advantages:
1. the invention can be used as a supporting beam, can provide a horizontal bearing operation surface and a bearing beam for a buckling support in construction, and is combined with the specially designed height-adjustable flanges on two sides of the horizontal connecting rod, so that the effective connection between a supporting structure and supporting pipes can be realized, a stable supporting structure can be formed, and higher bearing capacity and bearing function can be provided between the two supporting pipes.
2. Compared with the double-channel steel joist mode of the traditional construction method, the construction method of the integral rectangular pipe support beam structure has the advantages that the number of structural parts is reduced, the weight is reduced by more than 50%, the integral structure has no extra parts, and the integral structure is not easy to lose and damage.
4. The invention improves the integrity of the support frame body, changes the mode of a bearing beam (double-channel steel joist) which horizontally swings and floats and is placed in the traditional process into the mode of a square steel tube type reinforced horizontal rod, can provide a bearing operation surface, and can play a role in connecting the support body.
5. The invention can effectively improve the stability of the frame body in the process of erection and dismantling, and further ensures the construction safety.
Drawings
In order to more clearly illustrate the embodiments of the present invention 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, and it is obvious that the drawings in the following description are some embodiments of the present invention, and other drawings can be obtained by those skilled in the art without creative efforts.
Fig. 1 is a schematic perspective view of the present invention.
Fig. 2 is a schematic view of the overall assembly structure of the present invention.
Fig. 3 and 4 are schematic structural views of the rectangular pipe support beam of the present invention.
Fig. 5 and 6 are enlarged partial structural schematic views of the rectangular pipe support beam connecting piece of the invention.
Fig. 7 is a partially enlarged schematic view of a portion a in fig. 1.
Wherein:
1. a support frame A; 2. a support frame B; 3. a support frame C;
4. supporting a tube; 5. a flange plate; 6. an angle connecting rod;
7. a horizontal connecting rod A; 8. adjusting the threaded rod A; 9. adjusting the threaded rod B;
10. an upper limiting nut; 11. a lower limit nut; 12. a support base plate;
13. u-shaped jacking; 14. a horizontal connecting rod B; 15. a rectangular pipe support beam;
16. a disc nut; 17. a connecting member; 18. a U-shaped connecting block;
19. a limit pin plate; 20. limiting pin hole
Detailed Description
The technical solutions of the present invention will be described clearly and completely with reference to the accompanying drawings, and it should be understood that the described embodiments are some, but not all embodiments of the present invention. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
In the description of the present invention, it should be noted that unless otherwise explicitly specified or limited, the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", and the like indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience of description and simplicity of description, and do not indicate or imply that the referred device or element must have a specific orientation, be constructed in a specific orientation, and be operated, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance, and the terms "mounted," "connected," and "connected" are to be construed broadly and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Example 1:
fig. 1 is a schematic perspective view of the present invention, fig. 2 is a schematic overall assembly structure of the present invention, fig. 3 and 4 are schematic structural views of a rectangular pipe support beam 15 of the present invention, fig. 5 and 6 are schematic partial enlarged structural views of a rectangular pipe support beam connector of the present invention, and fig. 1, 2, 3, 4, 5 and 6 illustrate a rectangular pipe support beam structure, in which a support beam structure is connected to an upper end of a support frame, the support frame includes a support frame a1, a support frame B2 and a support frame C3, the support frame B2 is disposed at an upper end of a support frame a1, the support frame B2 and the support frame a1 are fixedly connected to each other, the support frame C3 is disposed at an upper end of a support frame B2, the support frame C3 and the support frame B2 are fixedly connected to each other, an adjusting threaded rod a8 is connected to an upper end of the support frame C3, a U-shaped top bracket 13 is connected, the supporting beam structure comprises a rectangular pipe supporting beam 15 and connecting pieces 17 fixedly connected to two sides of the rectangular pipe supporting beam 15, the rectangular pipe supporting beam 15 is installed between adjusting threaded rods A8 through the connecting pieces 17, a supporting frame A1, a supporting frame B2 and a supporting frame C3 in the supporting beam structure are identical in structure and are formed by installing a plurality of supporting tubes 4 and angle connecting rods 6, a plurality of flange plates 5 are sleeved on the supporting tubes 4, the flange plates 5 on the four supporting tubes 4 are connected with each other through the horizontal connecting rods A7 and the angle connecting rods 6, the flange plates 5 can be sleeved in a threaded connection mode or installed on the supporting tubes 4 in a welding mode, two ends of the angle connecting rods 6 are respectively connected with the flange plates 5 on the supporting tubes 4 in an inserting mode, and the effect of strengthening the overall strength of.
Example 2:
fig. 1 is a schematic perspective view of the present invention, fig. 2 is a schematic overall assembly structure of the present invention, fig. 3 and 4 are schematic structural views of a rectangular pipe support beam 15 of the present invention, fig. 5 and 6 are schematic partial enlarged structural views of a rectangular pipe support beam connector of the present invention, as shown in fig. 1, 2, 3, 4, 5 and 6, a rectangular pipe support beam structure of the present invention is fixedly connected between support pipes 4 with a plurality of horizontal connecting rods a7 arranged in parallel in a transverse direction, the bottom of the support frame a1 is provided with an adjustable base, the adjustable base comprises an adjusting threaded rod B9, a lower limit nut 11 and a support base plate 12, the adjusting threaded rod B9 and the support frame a1 are screwed together through threads, the lower limit nut 11 is sleeved on the adjusting threaded rod B9, the lower limit nut 11 limits the length of the support pipe 4, supporting baseplate 12 fixed connection is at adjusting threaded rod B9's lower extreme, and when this height of whole support frame was adjusted to needs, thereby can be through adjusting down stop nut 11 and realize the regulation to adjusting threaded rod B9 height, if support the support body appear deflecting when needing to adjust, can pass through adjusting threaded rod B9 to the support body that takes place to deflect and adjust the roughness of support body.
Example 3:
fig. 1 is a schematic perspective view of the present invention, fig. 2 is a schematic overall assembly structure of the present invention, fig. 3 and 4 are schematic structural views of a rectangular pipe support beam 15 of the present invention, fig. 5 and 6 are schematic partial enlarged structural views of a rectangular pipe support beam connector of the present invention, as shown in fig. 1, 2, 3, 4, 5 and 6, a rectangular pipe support beam structure of the present invention, a connector 17 of the present invention includes a U-shaped connector block 18 and a limit pin plate 19, a limit pin hole 20 is formed in the U-shaped connector block 18, one end of the U-shaped connector block 18 is fixedly connected to an end of the rectangular pipe support beam 15, the other end of the U-shaped connector block 18 is inserted into a disc nut 16 fixed to an adjusting threaded rod A8, the limit pin plate 19 is installed inside the limit pin hole 20, and the limit pin hole 20 is mutually limited and locked to the disc nut 16 by the limit pin plate 19, the whole support frame is conveniently and quickly connected and fixed, the connection between the rectangular pipe support beam 15 and the adjusting threaded rod A8 can be realized through the connecting piece 17, the rectangular pipe support beam 15 is limited through the limiting pin plate 19, the rectangular pipe support beam 15 can be effectively prevented from being separated, and the stability of the whole support system is improved.
The high-strength rectangular pipe support beam 15 arranged in the invention can effectively improve the rigidity and strength of the whole support beam structure, the connection mode of the high-strength rectangular pipe support beam is the same as that of a conventional disc buckle type steel pipe support horizontal rod, and the upper and lower connection positions can be connected randomly according to the construction requirement and the clearance height.
Finally, it should be noted that: the above embodiments are only used to illustrate the technical solution of the present invention, and not to limit the same; while the invention has been described in detail and with reference to the foregoing embodiments, it will be understood by those skilled in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some or all of the technical features may be equivalently replaced; and the modifications or the substitutions do not make the essence of the corresponding technical solutions depart from the scope of the technical solutions of the embodiments of the present invention.
Claims (8)
1. A rectangular pipe supporting beam structure and a construction method thereof are provided, wherein the supporting beam structure is connected with the upper end of a supporting frame, and the rectangular pipe supporting beam structure is characterized in that: the support frame is including support frame A (1), support frame B (2) and support frame C (3), support frame B (2) set up in the upper end of support frame A (1), mutual fixed connection between support frame B (2) and support frame A (1), support frame C (3) set up the upper end at support frame B (2), mutual fixed connection between support frame C (3) and support frame B (2) the upper end of support frame C (3) is connected with adjusting threaded rod A (8), is connected with U type top support (13) in adjusting threaded rod A (8) upper end, a supporting beam structure is including connecting piece (17) of rectangular pipe supporting beam (15) and fixed connection in a rectangular pipe supporting beam (15) both sides, and rectangular pipe supporting beam (15) are installed between adjusting threaded rod A (8) through this connecting piece (17).
2. A rectangular pipe support beam structure and a construction method thereof according to claim 1, wherein: the structure of support frame A (1), support frame B (2) is the same with support frame C (3), all constitutes through many stay tubes (4) and angle connecting rod (6) installation, and horizontal connecting rod A (7) of many mutual horizontal parallel arrangement of fixedly connected with between stay tube (4).
3. A rectangular pipe support beam structure and a construction method thereof according to claim 2, wherein: the bottom of support frame A (1) is provided with adjustable base, and this adjustable base is including adjusting threaded rod B (9), stop nut (11) and supporting baseplate (12) down, adjusting threaded rod B (9) with connect through the screw thread each other soon between support frame A (1), and stop nut (11) suit is down on adjusting threaded rod B (9), and stop nut (11) carry out spacingly to the length of inserting stay tube (4) down, and supporting baseplate (12) fixed connection is at the lower extreme of adjusting threaded rod B (9).
4. A rectangular pipe support beam structure and a construction method thereof according to claim 2, wherein: the supporting pipes (4) are sleeved with a plurality of flange plates (5), and the flange plates (5) on the four supporting pipes (4) are connected with each other through the horizontal connecting rods A (7) and the angle connecting rods (6).
5. A rectangular pipe support beam structure and a construction method thereof according to claim 1, wherein: the connecting piece (17) is including U type connecting block (18) and spacing cotter board (19), has seted up spacing pinhole (20) on U type connecting block (18), the one end of U type connecting block (18) with the mutual fixed connection of tip of rectangular pipe supporting beam (15), the other end of U type connecting block (18) and disc type nut (16) of fixing on adjusting threaded rod A (8) are pegged graft each other.
6. A rectangular pipe support beam structure and a construction method thereof according to claim 5, wherein: the limiting pin plate (19) is arranged in the limiting pin hole (20), and the limiting pin hole (20) is mutually limited and locked with the disc type nut (16) through the limiting pin plate (19).
7. A rectangular pipe support beam structure and a construction method thereof according to claim 1, wherein: the adjusting screw rod A (8) is sleeved with an upper limiting nut (10) used for adjusting the length of the lower end of the adjusting screw rod A (8) inserted into the supporting pipe (4), a horizontal connecting rod B (14) is connected between the adjusting screw rod A (8), and the horizontal connecting rod B (14) is arranged at the upper end of the upper limiting nut (10) and is parallel to the rectangular pipe supporting beam (15).
8. A rectangular pipe support beam structure and a construction method thereof according to any one of claims 1 to 7, characterized in that: the construction method comprises the following steps:
step S1: firstly, preparing materials according to a construction scheme;
step S2: erecting a disc buckle support to the height required in the scheme according to the construction sequence;
step S3: inserting the U-shaped jacking (13) into the adjusting threaded rod A (8);
step S4: rotating the disc type nut (16) of the U-shaped jacking (13) to the calculated height required by the engineering;
step S5: directly laying keels at the bottom of the rectangular pipe support beam (15);
step S6: paving a beam bottom plywood;
step S7: laying beam steel bars;
step S8: laying beam testing template plywood and back edges;
step S9: ready for concrete casting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110151431.8A CN112814372A (en) | 2021-02-03 | 2021-02-03 | Rectangular pipe support beam structure and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110151431.8A CN112814372A (en) | 2021-02-03 | 2021-02-03 | Rectangular pipe support beam structure and construction method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN112814372A true CN112814372A (en) | 2021-05-18 |
Family
ID=75861086
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110151431.8A Pending CN112814372A (en) | 2021-02-03 | 2021-02-03 | Rectangular pipe support beam structure and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN112814372A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113944309A (en) * | 2021-11-18 | 2022-01-18 | 天津鼎维固模架工程股份有限公司 | Cold-formed steel support beam framework and construction method thereof |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20070092460A (en) * | 2006-03-10 | 2007-09-13 | 주식회사 퍼스폼 | Beam system formwork and construction method of reinforced concrete structures using same |
| CN103104092A (en) * | 2013-01-24 | 2013-05-15 | 东南大学 | Support composite structure of beam and slab |
| CN104652809A (en) * | 2015-01-07 | 2015-05-27 | 福建工程学院 | Construction method of support system for templates of concrete beams and slabs |
| CN107143138A (en) * | 2017-05-25 | 2017-09-08 | 上海建工二建集团有限公司 | Full working scope adaptive type socket joint type disk button steel pipe support system and its construction method |
| CN209523467U (en) * | 2018-12-12 | 2019-10-22 | 天津鼎维固模架工程股份有限公司 | A kind of socket joint type disk buckles the bearing type that support equipped uses and takes root cross bar |
| CN214885483U (en) * | 2021-02-03 | 2021-11-26 | 天津鼎维固模架工程股份有限公司 | Rectangular pipe supporting beam structure |
-
2021
- 2021-02-03 CN CN202110151431.8A patent/CN112814372A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20070092460A (en) * | 2006-03-10 | 2007-09-13 | 주식회사 퍼스폼 | Beam system formwork and construction method of reinforced concrete structures using same |
| CN103104092A (en) * | 2013-01-24 | 2013-05-15 | 东南大学 | Support composite structure of beam and slab |
| CN104652809A (en) * | 2015-01-07 | 2015-05-27 | 福建工程学院 | Construction method of support system for templates of concrete beams and slabs |
| CN107143138A (en) * | 2017-05-25 | 2017-09-08 | 上海建工二建集团有限公司 | Full working scope adaptive type socket joint type disk button steel pipe support system and its construction method |
| CN209523467U (en) * | 2018-12-12 | 2019-10-22 | 天津鼎维固模架工程股份有限公司 | A kind of socket joint type disk buckles the bearing type that support equipped uses and takes root cross bar |
| CN214885483U (en) * | 2021-02-03 | 2021-11-26 | 天津鼎维固模架工程股份有限公司 | Rectangular pipe supporting beam structure |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113944309A (en) * | 2021-11-18 | 2022-01-18 | 天津鼎维固模架工程股份有限公司 | Cold-formed steel support beam framework and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN112814372A (en) | Rectangular pipe support beam structure and construction method thereof | |
| CN214885483U (en) | Rectangular pipe supporting beam structure | |
| CN118461753A (en) | High-rise building all-steel module and energy dissipation vibration reduction lateral force resisting system | |
| CN216552692U (en) | Fold-line-shaped single truss and four-side slope three-dimensional truss structure system thereof | |
| CN214246565U (en) | Scaffold support platform and high-altitude large-span beam formwork support system | |
| CN214658863U (en) | Long inclined plane fair-faced concrete formwork support system with inclination angle larger than 45 degrees | |
| CN214884866U (en) | Supporting structure | |
| CN114922421A (en) | Beam formwork mounting structure and method | |
| CN212478643U (en) | Freely combined lattice type supporting structure | |
| CN220285327U (en) | Supporting beam structure based on adjustable rectangular pipe | |
| KR102611014B1 (en) | Length adjustment module, steel structure having the same, and support beam for earth retaining work having the same | |
| CN211923229U (en) | Plane truss and roof truss structure | |
| CN221001439U (en) | Building node column foot structure | |
| CN215660993U (en) | Beam-making pedestal | |
| US20250059761A1 (en) | High capacity hybrid frame-wall intended for cold-formed steel construction | |
| CN217480899U (en) | Batter post support frame | |
| CN219316037U (en) | Concrete oblique beam and box steel skeleton column connecting node | |
| CN215330422U (en) | Steel construction and concrete structure's assembled building structure that combines together | |
| CN214738768U (en) | Truss girder with solid web girder section variable in height | |
| CN217711878U (en) | Building supporting beam column reinforcing structure | |
| CN220580517U (en) | Steel structure house formwork | |
| CN220353162U (en) | Connecting node of embedded steel plate shear wall and reinforced concrete conversion beam | |
| CN216475551U (en) | Prefabricated steel structure beam-column connector | |
| KR102679535B1 (en) | Construction structure of the parking tower's frame system | |
| CN220768728U (en) | Prefabricated assembly type modularized rear-mounted elevator hoistway |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |