CN214498376U - Independent supporting structure of post-cast strip template - Google Patents
Independent supporting structure of post-cast strip template Download PDFInfo
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- CN214498376U CN214498376U CN202120584480.6U CN202120584480U CN214498376U CN 214498376 U CN214498376 U CN 214498376U CN 202120584480 U CN202120584480 U CN 202120584480U CN 214498376 U CN214498376 U CN 214498376U
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Abstract
The utility model relates to an independent bearing structure of post-cast strip template, including the beam slab that supports the floor and set up the post-cast strip template between adjacent beam slab, the beam slab below is equipped with the steel-pipe frame of keeping away from the post-cast strip template, the steel-pipe frame is used for supporting the beam slab, post-cast strip template below is equipped with the support frame of supporting beam slab and post-cast strip template, the support frame includes a plurality of bases, set up the pole setting on the base, set up in the pole setting with pole setting looks vertically horizontal pole, the one end butt of base is kept away from to the pole setting in post-cast strip template, the pole setting butt that is close to the beam slab is close to the one end of post-cast strip template in the beam slab, the width of post-cast strip template is greater than the width of post-cast strip. This application is through setting up the support frame, utilizes the stand bar to form independent bearing structure to post-cast strip template and the support of beam slab while, need not to demolish the support frame after demolising the steel-pipe frame and carry out the back-up, reduces the formwork number of times to post-cast strip template, and then reduces the height difference of new and old concrete handing-over department to have the advantage that improves floor concrete roughness.
Description
Technical Field
The application relates to the technical field of building support, in particular to an independent supporting structure of a post-cast strip template.
Background
At present, in the building engineering, harmful cracks can be generated due to the fact that a cast-in-place reinforced concrete structure shrinks unevenly or settles unevenly, a temporary construction joint is arranged in a building, and the joint is poured after being reserved for a period of time. The construction seam is a post-cast strip, the post-cast strip is usually arranged to avoid cracking of beam plates of floors caused by uneven settlement, and the post-cast strip is a concrete strip reserved at corresponding positions of a foundation slab, a wall and a beam according to design or construction specification requirements.
The traditional formwork supporting process for the floor post-cast strip is characterized in that a beam plate and a post-cast strip formwork support system are the same system, the beam plate supports a floor, and the post-cast strip formwork supports a post-cast strip. When the beam slab is demolished, the support frame at the post-cast strip and the full formwork support frame body are demolished together. In order to ensure the safety and the quality of the structure, the support frame body for full supporting the position of the post-cast strip is dismantled at any time, the post-cast strip template is jacked back at any time, secondary formwork supporting is carried out when post-cast strip concrete pouring is carried out, and the support system after jacking is dismantled after the concrete strength of the post-cast strip reaches the standard.
In the above-described related art, the inventors consider that: the secondary formwork of post-cast strip department appears template and concrete surface contact inseparable easily, and the concrete slurry is extruded along the gap, causes new concrete evagination of new and old concrete handing-over department to appear the difference in height to lead to floor slab bottom concrete roughness relatively poor.
SUMMERY OF THE UTILITY MODEL
In order to improve the roughness of floor concrete, the purpose of this application is to provide an independent bearing structure of post-cast strip template.
The application provides a pair of independent bearing structure of post-cast strip template adopts following technical scheme:
the utility model provides an independent bearing structure of post-cast strip template, is including the beam slab that supports the floor and set up in adjacent post-cast strip template between the beam slab, beam slab below is equipped with keeps away from the steel-pipe frame of post-cast strip template, the steel-pipe frame is used for supporting the beam slab, post-cast strip template below is equipped with the support frame of beam slab and post-cast strip template, the support frame include a plurality of bases, set up in pole setting on the base, set up in the pole setting with pole setting looks vertically horizontal pole, the pole setting is kept away from the one end butt of base in the post-cast strip template is close to the pole setting butt of beam slab in the beam slab is close to the one end of post-cast strip template, the width of post-cast strip template is greater than the width of post-cast strip.
Through adopting above-mentioned technical scheme, when pouring the roof beam board, utilize the steel-pipe frame to support the roof beam board, put into between the roof beam board with the post-cast strip template again, then vertical with the pole setting, it is perpendicular fixed mutually with horizontal pole and pole setting for the top butt of pole setting is in the diapire of post-cast strip template, and the pole setting butt that is close to the roof beam board is on the diapire that the roof beam board is close to the post-cast strip template. And then make the vertical pole also support the one end that the roof beam board is close to the post-cast strip template when supporting the post-cast strip template, and the floor of pouring extends to the post-cast strip template from the roof beam board to make the space between two adjacent floors be located and form the post-cast strip on the post-cast strip template. And when the formwork is removed until the floor slab on the beam slab is cast and molded, the support frame is reserved after the steel pipe frame is removed to continuously support the post-cast strip formwork and the beam slab so as to pour the post-cast strip formwork. And removing the support frame until the post-cast strip template is formed. Therefore, through the arrangement of the support frame, the post-cast strip template and the beam slab are simultaneously supported by the vertical rods, so that the support frame supports the post-cast strip template to form an independent support structure, the post-cast strip template is poured only after the steel pipe frame is dismantled, the number of formwork supporting times of the post-cast strip template is reduced, the height difference of the new concrete at the joint of the new concrete and the old concrete in a protruding mode is reduced, and the flatness of the floor concrete is improved.
Optionally, the pole setting is kept away from the one end of base is equipped with the top and holds in the palm, the top hold in the palm including threaded rod, threaded connection in spiro, fixed connection on the threaded rod in the supporting seat of threaded rod one end, the pole setting is hollow structure and supplies the threaded rod to insert and rotate, the spiro butt in the up end of pole setting, the supporting seat supports the post-cast strip template.
Through adopting above-mentioned technical scheme, when the height of adjustment post-cast strip template, through fixed with the supporting seat, then rotate the spiro for the spiro rotates the butt in the up end of pole setting, and then drives the threaded rod and rotates, so that the threaded rod slides from top to bottom along vertical direction in the pole setting, with the height of adjusting the top support in the pole setting, and then the height of adjustment post-cast strip template, thereby be convenient for align post-cast strip template and beam slab each other.
Optionally, an accommodating groove is formed in one side, facing the post-cast strip template, of the supporting seat, a wood purlin is clamped in the accommodating groove, and the wood purlin abuts against the bottom wall of the post-cast strip template.
Through adopting above-mentioned technical scheme, when carrying out the formwork to post-cast strip template, put into the holding tank with wooden tree in for wooden tree blocks simultaneously in the holding tank of a plurality of supporting seats, so that post-cast strip template below receives the support of a plurality of wooden tree. Consequently, through setting up wooden tree, utilize wooden tree to form the support to post-cast strip template to increase the support intensity of upright pole to post-cast strip template, make post-cast strip template atress more even, thereby strengthen the support steadiness that the supporting seat supported post-cast strip template.
Optionally, the post-cast strip template comprises a bottom plate flush with the bottom wall of the beam plate and a side plate detachably connected to the upper side of the bottom plate to form a side wall of the floor slab, and the bottom plate is provided with a plurality of cleaning holes.
Through adopting above-mentioned technical scheme, when pouring the floor, the reinforcing bar is tied up on the beam slab, and the curb plate is located the lateral wall that forms the floor on the bottom plate to carry out the shutoff with the concrete in the floor, the shaping of floor of being convenient for. And simultaneously, after the floor slab is poured, taking down the side plates, timely cleaning and leveling the floor slabs on two sides of the post-pouring belt by using a hand hammer and a chisel, and then flushing residues out of the cleaning holes by using water so as to clean the side walls of the poured floor slab. Therefore, through the arrangement of the cleaning holes, the side plates are utilized to form the side walls of the floor slab, and the side plates are removed to level the side walls of the floor slab for cleaning, so that chiseled concrete and garbage are flushed out from the cleaning holes, and therefore, impurities in a post-cast strip can be cleaned conveniently.
Optionally, the cleaning holes correspond to the vertical rods one to one, the wood purlin is blocked in the cleaning holes, and the lower ends of the vertical rods are abutted to the base.
By adopting the technical scheme, after the concrete on the two sides of the post-cast strip reaches the concrete sealing condition of the post-cast strip, the post-cast strip is poured. Firstly, rotating the spiral ring to enable the supporting seat to drive the wood beam to be separated from the post-cast strip template, then moving the vertical rods to the positions below the cleaning holes to enable the wood beam to block the cleaning holes, sequentially moving each vertical rod to the positions below the cleaning holes, rotating the spiral ring to drive the wood beam to ascend to block the cleaning holes, then pouring micro-expansion concrete which is higher than the concrete used on two sides of the floor slab by one mark number, brushing cement paste with the same strength on the concrete on the two sides before pouring, and realizing pouring of the post-cast strip, thereby facilitating the cleaning of the post-cast strip on garbage impurities and the subsequent pouring of the post-cast strip.
Optionally, the side plates are erected by adopting double-layer steel plate meshes and reinforcing steel bar meshes.
Through adopting above-mentioned technical scheme, when supporting beam slab and post-cast strip template, the steel-pipe frame supports the beam slab, and the pole setting is located between two adjacent cleaning holes to make wooden tree butt on the post-cast strip template between adjacent cleaning hole, in order to expose the cleaning hole. And then pouring the beam plates on the two sides of the post-cast strip to form a floor slab, wherein a small amount of concrete flows out of the steel plate net, the concrete on the steel plate net is scraped onto the post-cast strip template, and the excess concrete is discharged from the cleaning holes in time after washing so as to wash the post-cast strip completely, thereby facilitating the subsequent concrete pouring of the post-cast strip.
Optionally, the bottom plate and the side plates are formed with pouring grooves, and the beam plate is provided with a cover plate covering the pouring grooves.
By adopting the technical scheme, when the floor slab on the beam slab is poured and formed, the two sides of the floor slab are plugged by utilizing the side plates so as to shape the floor slab, and the cover plate covers the pouring groove so as to cover the post-pouring belt, so that the influence of external sundries falling into the post-pouring belt on pouring of the post-pouring belt is reduced.
Optionally, a positioning plate is fixedly connected to the bottom wall of the cover plate, and the positioning plate extends into the pouring groove and abuts against the side plate.
By adopting the technical scheme, after the floor slab is poured and molded, the cover plate is covered on the pouring groove, so that the positioning plate is abutted to the side plate, the cover plate is limited to slide on the floor slab to expose the pouring groove, and the stability of the cover plate covering the pouring groove is enhanced.
In summary, the present application includes at least one of the following beneficial technical effects:
the post-cast strip template and the beam slab are simultaneously supported by the support frame through the vertical rods, so that the support frame supports the post-cast strip template to form an independent support structure, the post-cast strip template is cast only after the steel pipe frame is dismantled, the number of formwork supporting times of the post-cast strip template is reduced, the height difference of the outward protrusion of new concrete at the joint of new and old concrete is further reduced, and the flatness of the floor slab concrete is improved;
by arranging the wood beam, the post-cast strip template is supported by the wood beam to increase the supporting strength of the vertical rod to the post-cast strip template, so that the post-cast strip template is stressed more uniformly, and the supporting stability of the supporting seat for supporting the post-cast strip template is enhanced;
through the arrangement of the cleaning holes, the side plates are utilized to form the side walls of the floor slab, and the side walls of the floor slab are chiseled and cleaned after the side plates are detached, so that chiseled concrete and garbage are flushed out of the cleaning holes, and therefore, impurities in a post-cast strip can be cleaned conveniently;
through setting up steel sheet net and adding reinforcing bar net piece for a small amount of concrete flows out from the steel sheet net, scrapes into to the post-cast strip template unnecessary concrete on the steel sheet, in time follow the hole of cleaning and discharge unnecessary concrete after washing, with the post-cast strip wash clean, thereby be convenient for follow-up concrete placement to the post-cast strip.
Drawings
Fig. 1 is a schematic overall structure diagram of an embodiment of the present application.
Fig. 2 is a schematic structural diagram for showing a jacking according to an embodiment of the present application.
Fig. 3 is a schematic structural view for showing a receiving groove according to an embodiment of the present application.
Description of reference numerals: 1. a support frame; 11. a base; 111. mounting grooves; 12. erecting a rod; 13. a cross bar; 14. a fastener; 15. jacking; 151. a threaded rod; 152. a spiro ring; 153. a supporting seat; 154. accommodating grooves; 16. wood purlin; 2. a steel pipe frame; 21. a beam plate; 22. a floor slab; 3. post-pouring a belt; 31. post-pouring a strip template; 311. a base plate; 312. a side plate; 313. cleaning the hole; 32. pouring a groove; 33. a cover plate; 331. and (7) positioning the plate.
Detailed Description
The present application is described in further detail below with reference to figures 1-3.
The embodiment of the application discloses independent bearing structure of post-cast strip template.
Referring to fig. 1, the independent supporting structure of the post-cast strip template comprises a steel pipe frame 2 and a supporting frame 1, wherein a beam plate 21 is supported on the steel pipe frame 2, a post-cast strip template 31 is supported on the supporting frame 1, and two sides of the post-cast strip template 31 are abutted to the beam plate 21. The floor slabs 22 are poured on the beam slab 21, the post-cast strips 3 are formed on the two adjacent floor slabs 22, the width of the post-cast strip template 31 is larger than that of the post-cast strips 3, and two sides, close to the beam slab 21, of the post-cast strip template 31 abut against the bottom walls of the floor slabs 22.
Referring to fig. 1, steel pipe frame 2 is located the roof beam board 21 below and keeps away from post-cast strip template 31 and sets up, and steel pipe frame 2 forms for vertically and horizontally staggered's steel pipe fixed connection to support roof beam board 21, be convenient for the reinforcing bar is tied up and is pour formation floor 22 on roof beam board 21.
Referring to fig. 1, the supporting frame 1 includes a base 11 abutting on a lower floor 22, a plurality of uprights 12 vertically installed on the base 11, and a cross bar 13 fixedly connected to the uprights 12 and perpendicular to the uprights 12, wherein the cross bar 13 is fixedly connected to the uprights 12 through fasteners 14 to fix the uprights 12 together. The base 11 is provided with a plurality of mounting grooves 111 for inserting the lower end of the upright 12, so that the upright 12 can be conveniently taken out of the base 11 and then be supported.
Referring to fig. 2, the vertical rod 12 is a hollow steel pipe, the top support 15 is installed at one end of the vertical rod 12 far away from the base 11, the top support 15 includes a threaded rod 151 inserted into the vertical rod 12, a spiral ring 152 screwed on the threaded rod 151, and a support seat 153 fixedly connected to the threaded rod 151 far away from one end of the vertical rod 12, the threaded rod 151 rotates in the vertical rod 12, and the spiral ring 152 abuts against the upper end surface of the vertical rod 12 to drive the threaded rod 151 to vertically slide up and down by rotating the spiral ring 152.
Referring to fig. 1 and 3, an accommodating groove 154 is formed in one side of the supporting seat 153 opposite to the threaded rod 151, a groove wall of the accommodating groove 154 penetrates through a side wall of the supporting seat 153 in the width direction of the post-cast strip template 31, a wood beam 16 is clamped into the accommodating groove 154, the wood beam 16 extends in the direction perpendicular to the length direction of the post-cast strip template 31, the vertical rods 12 and the wood beam 16 are distributed at intervals along the length direction of the post-cast strip 3, and the wood beam 16 abuts against the bottom wall of the post-cast strip template 31 to support the post-cast strip template 31, so that the post-cast strip 3 can be poured conveniently.
Referring to fig. 1 and 2, the vertical rods 12 on the base 11 near two sides of the floor 22 extend vertically upward to below the beam slab 21, and the top wall of the support seat 153 below the beam slab 21 is a plane so as to be closely attached to the bottom wall of the beam slab 21. And the screw ring 152 below the beam plate 21 is rotatably connected to the upper end of the vertical rod 12. The two ends of the wooden beam 16 in the length direction abut against the bottom wall of the beam slab 21, the vertical rod 12 close to the beam slab 21 is supported at one end of the beam slab 21 close to the post-cast strip template 31, the wooden beam 16 supports the post-cast strip template 31 and supports the beam slab 21 at the same time, after the steel pipe frame 2 is disassembled, the vertical rod 12, the top support 15 and the wooden beam 16 still independently support the post-cast strip template 31 and the beam slab 21, the support frame 1 supports the post-cast strip template 31 to form an independent support structure, the number of formwork supporting times of the post-cast strip template 31 is reduced, the height difference of the outward bulges of new concrete at the joint of new and old concrete is reduced, and the flatness of the concrete of the floor slab 22 is improved.
Referring to fig. 1 and 2, the post-cast strip formwork 31 includes a bottom plate 311 abutting on the wood brace 16, and a side plate 312 detachably connected to the bottom plate 311 to form a side wall of the floor 22. The side plates 312 are erected by adopting double-layer steel plate meshes and reinforcing mesh sheets, so that after reinforcing steel bars are bound above the beam plate 21, the side plates 312 are bound on the reinforcing steel bars to form side walls of the floor slab 22, and the reinforcing steel bars are poured to form the floor slab 22. A small amount of concrete poured in the floor slab 22 flows out of the steel plate mesh, and the concrete on the steel plate mesh is scraped into the wood plates of the post-cast strip 3, so that the side wall of the floor slab 22 in the post-cast strip 3 is flat. And after the floor slab 22 is formed and reaches the form removal strength, chiseling the side wall of the floor slab 22 in the post-cast strip 3 so as to conveniently pour the post-cast strip 3 subsequently.
Referring to fig. 1 and 2, a plurality of cleaning holes 313 are formed in the bottom plate 311 along the length direction of the post-cast strip 3, the cleaning holes 313 are uniformly distributed on the bottom plate 311 at intervals, and when concrete is poured on the floor slab 22, the wood beam 16 abuts against two adjacent cleaning holes 313 on the bottom plate 311 to support the bottom plate 311, so that concrete residues scraped and chiseled from the side plate 312 are flushed out of the cleaning holes 313 by water flow, and impurities in the post-cast strip 3 are flushed out of the cleaning holes 313 by water.
Referring to fig. 1 and 2, when concrete is poured into the post-cast strip 3, the floor slab 22 reaches the form removal strength, the concrete on the two sides of the post-cast strip 3 reaches the concrete closed condition of the post-cast strip 3, one of the spiral rings 152 is rotated, the supporting seat 153 is lowered, one of the wood purlins 16 is separated from the support of the bottom plate 311, and then the one vertical rod 12 is pulled out of the mounting groove 111, so that the wood purlins 16 move to the position below the cleaning hole 313. Then, the spiral ring 152 is rotated, so that the height of the supporting seat 153 rises until the wood purlin 16 abuts against the bottom plate 311 to block the cleaning hole 313, and the vertical rods 12 are sequentially moved, so that the wood purlin 16 on the vertical rods 12 blocks the cleaning hole 313, and the post-cast strip 3 is conveniently poured.
Referring to fig. 1 and 2, the bottom plate 311 and the side plate 312 are formed with a casting groove 32 located in the post-cast strip 3, a cover plate 33 covering the casting groove 32 is placed on the floor slab 22 above the beam slab 21, the cover plate 33 covers the post-cast strip 3, and foreign substances are reduced from entering the casting groove 32. And a positioning plate 331 is fixedly connected to the bottom wall of the cover plate 33 facing the casting groove 32, and the positioning plate 331 extends into the casting groove 32 and abuts against the side plate 312 to limit the cover plate 33 from sliding upstairs to expose the casting groove 32.
The implementation principle of the post-cast strip template independent supporting system in the embodiment of the application is as follows: when the floor slab 22 is to be poured with concrete, the steel pipe frame 2 is placed on both sides of the support frame 1, then the beam slab 21 is placed on the steel pipe frame 2, and the post-cast strip formwork 31 is placed on the support frame 1, so that both sides of the post-cast strip formwork 31 abut against the beam slab 21. And binding reinforcing steel bars on the beam plate 21, binding the side plates 312 on the reinforcing steel bars on the two sides of the post-cast strip 3 to pour the floor slabs 22 on the two sides of the post-cast strip 3, and simultaneously positioning the upright rods 12 between the adjacent cleaning holes 313 so that concrete scraped from the side plates 312 can be washed away from the cleaning holes 313 by water flow. After the floor slab 22 is poured and shaped, the steel pipe frame 2 is dismantled, the support frame 1 is reserved for independently supporting the beam slab 21 and the post-cast strip template 31, the side plates 312 are dismantled, the side walls of the floor slab 22 on two sides of the post-cast strip 3 are subjected to chiseling treatment, and then the chiseled residues are flushed away from the cleaning holes 313 through water flushing.
When the post-cast strip template 31 is poured, the screw rings 152 are sequentially rotated one by one, so that the wood purlin 16 is separated from the bottom plate 311, the vertical rod 12 is inserted into the installation groove 111, the vertical rod 12 is positioned below the cleaning hole 313, then the screw rings 152 are reversed, so that the wood purlin 16 is lifted to block the cleaning hole 313, then micro-expansion concrete which is higher than the concrete used on two sides of the floor slab 22 by one mark is poured, and cement paste with the same strength is brushed on the concrete on the two sides before pouring, and the concrete pouring of the post-cast strip 3 is completed. The independent support frame 1 system is utilized in the whole pouring process, so that the support frame 1 is kept to continuously support the back beam plate 21 and the post-cast strip template 31 after the steel pipe frame 2 is dismantled, the number of formwork supporting times of the post-cast strip template 31 is reduced, the convex height difference of new concrete at the joint of new concrete and old concrete is reduced, and the concrete flatness of the floor slab 22 is improved.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. The utility model provides an independent bearing structure of post-cast strip template, is including beam slab (21) that supports floor (22) and set up in adjacent post-cast strip template (31) between beam slab (21), beam slab (21) below is equipped with keeps away from steel pipe frame (2) of post-cast strip template (31), steel pipe frame (2) are used for supporting beam slab (21), its characterized in that: post-cast strip template (31) below is equipped with the support frame (1) of support beam slab (21) and post-cast strip template (31), support frame (1) include a plurality of bases (11), set up in pole setting (12) on base (11), set up in on pole setting (12) with pole setting (12) looks vertically horizontal pole (13), pole setting (12) are kept away from the one end butt of base (11) in post-cast strip template (31), be close to pole setting (12) butt of beam slab (21) in beam slab (21) is close to the one end of post-cast strip template (31), the width of post-cast strip template (31) is greater than the width of post-cast strip (3).
2. The post-cast strip formwork stand-alone support structure of claim 1, wherein: keep away from pole setting (12) the one end of base (11) is equipped with top support (15), top support (15) include threaded rod (151), threaded connection in spiral ring (152), fixed connection on threaded rod (151) are in supporting seat (153) of threaded rod (151) one end, pole setting (12) are hollow structure and supply threaded rod (151) to insert and rotate, spiral ring (152) butt in the up end of pole setting (12), supporting seat (153) support post-cast strip template (31).
3. The post-cast strip formwork stand-alone support structure of claim 2, wherein: supporting seat (153) orientation holding tank (154) have been seted up to one side of post-cast strip template (31), card has wooden tree (16) in holding tank (154), wooden tree (16) butt in the diapire of post-cast strip template (31).
4. The post-cast strip formwork stand-alone support structure of claim 3, wherein: the post-cast strip template (31) comprises a bottom plate (311) which is flush with the bottom wall of the beam plate (21) and a side plate (312) which is detachably connected to the side wall of the floor (22) formed above the bottom plate (311), and a plurality of cleaning holes (313) are formed in the bottom plate (311).
5. The post-cast strip formwork stand-alone support structure of claim 4, wherein: the cleaning holes (313) correspond to the upright rods (12) one by one, the wood purlin (16) is blocked in the cleaning holes (313), and the lower ends of the upright rods (12) are abutted to the base (11).
6. The post-cast strip formwork stand-alone support structure of claim 4, wherein: the side plates (312) are erected by adopting double-layer steel plate meshes and reinforcing steel bar meshes.
7. The post-cast strip formwork stand-alone support structure of claim 4, wherein: and a pouring groove (32) is formed in the bottom plate (311) and the side plate (312), and a cover plate (33) covering the pouring groove (32) is arranged on the beam plate (21).
8. The post-cast strip formwork stand-alone support structure of claim 7, wherein: the bottom wall of the cover plate (33) is fixedly connected with a positioning plate (331), and the positioning plate (331) extends into the pouring groove (32) and is abutted against the side plate (312).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120584480.6U CN214498376U (en) | 2021-03-22 | 2021-03-22 | Independent supporting structure of post-cast strip template |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120584480.6U CN214498376U (en) | 2021-03-22 | 2021-03-22 | Independent supporting structure of post-cast strip template |
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| CN214498376U true CN214498376U (en) | 2021-10-26 |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114922467A (en) * | 2022-05-27 | 2022-08-19 | 中建五局第三建设(深圳)有限公司 | Adjustable steel pipe column supporting structure and construction method |
| CN115126283A (en) * | 2022-06-28 | 2022-09-30 | 中国化学工程第三建设有限公司 | Board connecting seat is worn to canopy and stair half space's support frame |
| CN115162545A (en) * | 2022-07-26 | 2022-10-11 | 中国建筑第五工程局有限公司 | Independent bearing structure of post-cast strip |
-
2021
- 2021-03-22 CN CN202120584480.6U patent/CN214498376U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114922467A (en) * | 2022-05-27 | 2022-08-19 | 中建五局第三建设(深圳)有限公司 | Adjustable steel pipe column supporting structure and construction method |
| CN115126283A (en) * | 2022-06-28 | 2022-09-30 | 中国化学工程第三建设有限公司 | Board connecting seat is worn to canopy and stair half space's support frame |
| CN115126283B (en) * | 2022-06-28 | 2023-08-04 | 中国化学工程第三建设有限公司 | Support frame threading connection seat of canopy and stair rest platform |
| CN115162545A (en) * | 2022-07-26 | 2022-10-11 | 中国建筑第五工程局有限公司 | Independent bearing structure of post-cast strip |
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| GR01 | Patent grant |