CN115142606A - Compound reinforcing disassembly-free formwork based on steel bar truss floor support plate - Google Patents
Compound reinforcing disassembly-free formwork based on steel bar truss floor support plate Download PDFInfo
- Publication number
- CN115142606A CN115142606A CN202210875594.5A CN202210875594A CN115142606A CN 115142606 A CN115142606 A CN 115142606A CN 202210875594 A CN202210875594 A CN 202210875594A CN 115142606 A CN115142606 A CN 115142606A
- Authority
- CN
- China
- Prior art keywords
- gear
- plate
- mounting
- steel bar
- disassembly
- 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.)
- Granted
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 21
- 239000010959 steel Substances 0.000 title claims abstract description 21
- 150000001875 compounds Chemical class 0.000 title claims description 4
- 230000003014 reinforcing effect Effects 0.000 title claims description 4
- 238000009415 formwork Methods 0.000 title abstract description 5
- 239000002131 composite material Substances 0.000 claims abstract description 12
- 210000003205 muscle Anatomy 0.000 claims description 25
- 238000009434 installation Methods 0.000 claims description 22
- 230000001360 synchronised effect Effects 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000011426 gypsum mortar Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a composite reinforced disassembly-free formwork based on a steel bar truss floor bearing plate, which belongs to the field of building design and comprises plate bodies, wherein first fixing ribs are arranged on the plate bodies, the number of the first fixing ribs is three, the three first fixing ribs are linearly and uniformly distributed on the plate bodies, mounting columns are fixedly connected to the first fixing ribs positioned on two sides of the plate bodies, a locking mechanism used for locking the plate bodies is arranged between the two plate bodies, the locking mechanism comprises a mounting plate, a first gear is rotatably connected to the lower surface of the mounting plate, a mounting handle is fixedly connected to the first gear, and the mounting handle is rotatably connected to the mounting columns. According to the invention, the two plate bodies are butted, the swinging mounting handle can drive the mounting column to approach the mounting plate, the first fixing rib can approach the mounting plate, and the first fixing rib is mounted on the plate bodies after being adjusted to a proper position, so that the connection between the plate bodies is realized.
Description
Technical Field
The invention relates to the technical field of building design, in particular to a composite reinforced disassembly-free template based on a steel bar truss floor support plate.
Background
At present, floor plates of buildings mainly have two forms, one is a precast slab, and the other is a cast-in-place concrete floor. The prefabricated slab floor slabs are installed in a ground prefabrication forming and field hoisting mode, and the prefabricated slab floor slabs have the advantages that the construction progress is accelerated, the cost is low, certain gaps exist among the floor slabs after the existing prefabricated slab floor slabs are assembled, ceiling cracks can be generated due to improper treatment, the appearance is influenced, and the phenomena of water leakage and the like can be generated sometimes.
A patent publication No. CN215483944U discloses a non-dismantling steel bar truss floor deck, which includes: processing the decorative plastering cement gypsum mortar of the building floor into a plate shape to form a prefabricated template, and embedding a building plastic embedded part in the prefabricated template to form a node; and the steel bar truss is connected with the node and the fastener positioned on the steel bar truss, and the steel bar truss and the prefabricated template are combined into a whole. The disassembly-free steel bar truss floor support plate has the advantages of low cost, high structural strength and good appearance.
Although above-mentioned technical scheme monolithic structural strength is high, but need each floor inter-floor close connection when in actual use, it is comparatively inconvenient to splice in the above-mentioned patent.
Disclosure of Invention
The invention aims to provide a composite reinforced disassembly-free template based on a steel bar truss floor support plate, so as to solve the problems in the background technology.
In order to achieve the purpose, the invention provides the following technical scheme: the utility model provides a template is exempted from to tear open in compound reinforcing based on steel bar truss building carrier plate, the package rubbing board body, install first fixed muscle on the plate body, the quantity of first fixed muscle specifically is three, and three first fixed muscle is linear equipartition on the plate body, is located fixedly connected with erection column, two on the first fixed muscle of plate body both sides be equipped with the locking mechanism who is used for locking the plate body between the plate body, locking mechanism includes the mounting panel, the lower surface of mounting panel rotates and is connected with first gear, fixedly connected with installation handle on the first gear, the installation handle rotates to be connected on the erection column, with two plate body docks, again afterwards with on the erection column on the first fixed muscle is installed to the erection column, then control two first gear revolve again, the rotation of first gear can drive the installation handle swing, because first gear rotates with the mounting panel to be connected, and then wobbling erection column can drive the erection column and be close to the mounting panel, and then first fixed muscle can be close to the mounting to the plate body again after first fixed muscle adjusts to suitable position.
As a further preferred of this technical scheme, the quantity of first gear specifically is four, four first gear equipartition is in the four corners of mounting panel, the lower surface sliding connection of mounting panel has two first racks, one first rack and two first gear engagement, when first rack slides, the first gear that is located first rack both sides and symmetry and sets up can synchronous reverse slip, and then makes the installation handle on two first gears can drive two first fixed muscle and be close to each other or keep away from.
As a further preferred of this technical scheme, fixedly connected with pivot on the first gear, the pivot is rotated and is connected on the mounting panel, can make first gear dead axle rotate on the mounting panel through setting up the pivot, and then guarantees the swing that the installation handle can be stable.
As a further preferred aspect of this technical scheme, fixedly connected with slider on the first rack, set up on the mounting panel with slider complex spout, can make first rack slide on the mounting panel through setting up the slider, and make first rack can not break away from with being connected of mounting panel.
As a further preferred aspect of this technical scheme, the mounting panel is connected with the installation axle in a rotating manner, the bottom fixedly connected with second gear, two of the installation axle equal fixedly connected with second rack, two on the first rack the second rack all meshes with the second gear, makes the second gear rotate through rotating the installation axle, and when the second gear rotates, two second racks that mesh with the second gear can be close to or keep away from in step, and then can be close to or keep away from in step with the first rack of second rack fixed connection.
As a further preferred aspect of the present technical solution, a hexagonal prism is installed on the installation shaft, a rotary table is fixedly connected to the top of the hexagonal prism, and the second gear can be controlled to rotate by rotating the rotary table by differentially connecting the hexagonal prism to the installation shaft.
As this technical scheme's further preferred, install the fixed muscle of second on the plate body, threaded connection has the bolt on the first fixed muscle, all set up on fixed muscle of second and the plate body with bolt complex screw hole, the fixed muscle of second can strengthen the bulk strength of plate body, install simultaneously on the fixed muscle of second that first fixed muscle can make interconnect between the plate body.
The invention provides a composite reinforced disassembly-free formwork based on a steel bar truss floor support plate, which has the following beneficial effects:
(1) According to the invention, the two plate bodies are butted, then the mounting handle is mounted on the mounting column on the first fixing rib, then the two first gears are controlled to rotate, the rotation of the first gears can drive the mounting handle to swing, the swinging mounting handle can drive the mounting column to approach the mounting plate due to the fact that the first gears are rotatably connected with the mounting plate, and then the first fixing rib can approach the mounting plate, and the first fixing rib is mounted on the plate bodies after being adjusted to a proper position, so that the connection between the plate bodies is realized.
(2) According to the invention, the rotating shaft is arranged to enable the first gear fixed shaft to rotate on the mounting plate, so that the mounting handle can stably swing, and the sliding block is arranged to enable the first rack to slide on the mounting plate, so that the first rack cannot be separated from the mounting plate.
Drawings
FIG. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a schematic view of a second fixing rib according to the present invention;
FIG. 3 is a schematic view of the structure at the mounting plate of the present invention;
fig. 4 is a schematic view of the structure of the second gear of the present invention.
In the figure: 1. a plate body; 11. a second fixing rib; 12. a first fixing rib; 13. a bolt; 2. mounting a column; 3. mounting a plate; 31. a rotating shaft; 32. a first gear; 33. a handle is installed; 34. a first rack; 35. a slider; 36. a second rack; 37. a second gear; 38. installing a shaft; 4. a turntable; 41. a hexagonal prism.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention.
The invention provides the technical scheme that: as shown in fig. 1 and 4, in this embodiment, a composite reinforced disassembly-free formwork based on a steel bar truss floor support plate, which comprises a plate body 1, first fixing ribs 12 are installed on the plate body 1, the number of the first fixing ribs 12 is specifically three, and the three first fixing ribs 12 are linearly and uniformly distributed on the plate body 1, a mounting post 2 is fixedly connected to the first fixing ribs 12 located on two sides of the plate body 1, a locking mechanism for locking the plate body 1 is arranged between the two plate bodies 1, the locking mechanism comprises a mounting plate 3, a first gear 32 is rotatably connected to the lower surface of the mounting plate 3, a mounting handle 33 is fixedly connected to the first gear 32, the mounting handle 33 is rotatably connected to the mounting post 2, the two plate bodies 1 are butted, the mounting post 2 on the first fixing rib 12 is installed with the mounting handle 33, then the two first gears 32 are controlled to rotate, the rotation of the first gear 32 can drive the mounting handle 33 to swing, the first gear 32 is rotatably connected to the mounting plate 3, and then the swinging mounting post 2 can be close to the mounting plate 3, and then the first fixing ribs 12 can be adjusted to the mounting plate 12 and then be installed on the mounting plate body 12.
As shown in fig. 3 and 4, the number of the first gears 32 is specifically four, the four first gears 32 are uniformly distributed at four corners of the mounting plate 3, the lower surface of the mounting plate 3 is slidably connected with two first racks 34, one first rack 34 is meshed with the two first gears 32, when the first racks 34 slide, the first gears 32 which are positioned at two sides of the first racks 34 and symmetrically arranged can synchronously and reversely slide, and then the mounting handles 33 on the two first gears 32 can drive the two first fixing ribs 12 to be close to or far away from each other.
As shown in fig. 3 and 4, the rotating shaft 31 is fixedly connected to the first gear 32, the rotating shaft 31 is rotatably connected to the mounting plate 3, the first gear 32 can be rotated on the mounting plate 3 in a fixed axis manner by the rotating shaft 31, and the mounting handle 33 can be further ensured to swing stably.
As shown in fig. 3 and 4, a sliding block 35 is fixedly connected to the first rack 34, a sliding groove matched with the sliding block 35 is formed in the mounting plate 3, the first rack 34 can slide on the mounting plate 3 by arranging the sliding block 35, and the first rack 34 cannot be separated from the mounting plate 3.
As shown in fig. 3 and 4, a mounting shaft 38 is rotatably connected to the mounting plate 3, a second gear 37 is fixedly connected to the bottom of the mounting shaft 38, a second rack 36 is fixedly connected to each of the two first racks 34, each of the two second racks 36 is engaged with the second gear 37, the second gear 37 is rotated by rotating the mounting shaft 38, when the second gear 37 rotates, the two second racks 36 engaged with the second gears 37 can be synchronously close to or far away from each other, and further, the first racks 34 fixedly connected with the second racks 36 can be synchronously close to or far away from each other.
As shown in fig. 3 and 4, a hexagonal prism 41 is mounted on the mounting shaft 38, the top of the hexagonal prism 41 is fixedly connected with the rotating disk 4, and the rotation of the second gear 37 can be controlled by rotating the rotating disk 4 by differentially connecting the hexagonal prism 41 to the mounting shaft 38.
As shown in fig. 1 and 2, a second fixing rib 11 is installed on the plate body 1, a bolt 13 is connected to the first fixing rib 12 through a thread, threaded holes matched with the bolt 13 are formed in the second fixing rib 11 and the plate body 1, the second fixing rib 11 can reinforce the overall strength of the plate body 1, and the first fixing rib 12 installed on the second fixing rib 11 can enable the plate body 1 to be connected with each other.
The invention provides a composite reinforced disassembly-free template based on a steel bar truss floor support plate, which specifically comprises the following working principles:
with two plate bodies 1 butt joints, on installing the erection column 2 on the first fixed muscle 12 with the installation handle 33 again afterwards, then control two first gears 32 and rotate, the rotation of first gear 32 can drive the installation handle 33 swing, because first gear 32 rotates with mounting panel 3 to be connected, and then wobbling installation handle 33 can drive erection column 2 and be close to mounting panel 3, and then first fixed muscle 12 can be close to mounting panel 3, again with first fixed muscle 12 installation plate body 1 after first fixed muscle 12 adjusts to suitable position, when first rack 34 slides, be located first rack 34 both sides and the first gear 32 of symmetry setting can synchronous reverse slip, and then make the installation handle 33 on two first gears 32 can drive two first fixed muscle 12 and be close to each other or keep away from.
The first gear 32 can be rotated on the mounting plate 3 in a fixed axis manner by arranging the rotating shaft 31, so that the mounting handle 33 can swing stably, the first rack 34 can slide on the mounting plate 3 by arranging the sliding block 35, and the first rack 34 cannot be separated from the mounting plate 3.
Make second gear 37 rotate through rotating installation axle 38, when second gear 37 rotates, two second racks 36 with the meshing of second gear 37 can be close to in step or keep away from, and then can be close to in step or keep away from with first rack 34 of second rack 36 fixed connection, through with the differential joint of hexagonal prism 41 to the installation axle 38, can control second gear 37 and rotate through rotating carousel 4, the fixed muscle 11 of second can strengthen the bulk strength of plate body 1, install the first fixed muscle 12 on the fixed muscle 11 of second simultaneously and can make interconnect between the plate body 1.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (7)
1. The utility model provides a template is exempted from to tear open in compound reinforcing based on steel bar truss floor carrier plate, includes plate body (1), its characterized in that: the plate body (1) is provided with three first fixing ribs (12), the three first fixing ribs (12) are linearly and uniformly distributed on the plate body (1), the first fixing ribs (12) positioned on two sides of the plate body (1) are fixedly connected with mounting columns (2), and a locking mechanism for locking the plate body (1) is arranged between the two plate bodies (1);
locking mechanism includes mounting panel (3), the lower surface of mounting panel (3) rotates and is connected with first gear (32), fixedly connected with installation handle (33) on first gear (32), installation handle (33) rotate to be connected on erection column (2).
2. The composite reinforced disassembly-free template based on the steel bar truss floor bearing plate as claimed in claim 1, is characterized in that: the quantity of first gear (32) specifically is four, four first gear (32) equipartition is in the four corners of mounting panel (3), the lower surface sliding connection of mounting panel (3) has two first racks (34), one first rack (34) and two first gear (32) meshing.
3. The composite reinforced disassembly-free template based on the steel bar truss floor bearing plate as claimed in claim 2, wherein: fixedly connected with pivot (31) on first gear (32), pivot (31) rotate to be connected on mounting panel (3).
4. The composite reinforced disassembly-free template based on the steel bar truss floor bearing plate as claimed in claim 2, characterized in that: fixedly connected with slider (35) on first rack (34), set up on mounting panel (3) with slider (35) complex spout.
5. The composite reinforced disassembly-free template based on the steel bar truss floor bearing plate as claimed in claim 4, wherein: the last rotation of mounting panel (3) is connected with installation axle (38), the bottom fixedly connected with second gear (37) of installation axle (38), two equal fixedly connected with second rack (36), two on first rack (34) second rack (36) all mesh with second gear (37).
6. The composite reinforced disassembly-free template based on the steel bar truss floor bearing plate as claimed in claim 5, wherein: install hexagonal prism (41) on installation axle (38), the top fixedly connected with carousel (4) of hexagonal prism (41).
7. The composite reinforced disassembly-free template based on the steel bar truss floor bearing plate as claimed in claim 1, is characterized in that: install fixed muscle of second (11) on plate body (1), threaded connection has bolt (13) on first fixed muscle (12), all offer on fixed muscle of second (11) and plate body (1) with bolt (13) complex screw hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210875594.5A CN115142606B (en) | 2022-07-25 | 2022-07-25 | Composite reinforced disassembly-free template based on steel bar truss floor support plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210875594.5A CN115142606B (en) | 2022-07-25 | 2022-07-25 | Composite reinforced disassembly-free template based on steel bar truss floor support plate |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN115142606A true CN115142606A (en) | 2022-10-04 |
| CN115142606B CN115142606B (en) | 2024-07-19 |
Family
ID=83414193
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202210875594.5A Active CN115142606B (en) | 2022-07-25 | 2022-07-25 | Composite reinforced disassembly-free template based on steel bar truss floor support plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN115142606B (en) |
Citations (21)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10280692A (en) * | 1997-03-31 | 1998-10-20 | Kinji Yashiro | Slab erection frame body for steel-framed building |
| JP2002004220A (en) * | 2000-06-22 | 2002-01-09 | Kawasaki Steel Corp | Joint device of panel member in composite floor board |
| US20080155924A1 (en) * | 2006-10-23 | 2008-07-03 | Ronald Jean Degen | Flooring System |
| WO2019149009A1 (en) * | 2017-11-29 | 2019-08-08 | 浙江中益建材科技有限公司 | Assembled-type reinforcing bar truss floor deck |
| CN211007250U (en) * | 2019-10-09 | 2020-07-14 | 江苏昊钢建筑科技有限公司 | Combined steel bar truss floor support plate |
| CN111424872A (en) * | 2020-03-25 | 2020-07-17 | 杭州嘉奕达实业有限公司 | Steel bar truss separated type prefabricated truss floor support plate system and installation method thereof |
| CN212535063U (en) * | 2020-06-12 | 2021-02-12 | 浙江铭凯集成房屋股份有限公司 | Self-supporting detachable steel bar truss floor bearing plate |
| CN213597292U (en) * | 2020-10-17 | 2021-07-02 | 河北远大钢构科技有限公司 | Detachable large-span steel bar truss building carrier plate |
| CN213683190U (en) * | 2020-10-21 | 2021-07-13 | 河北盛通桁架楼承板科技有限公司 | Bottom die connecting piece for steel bar truss floor support plate |
| CN213868499U (en) * | 2020-07-28 | 2021-08-03 | 江苏昊钢建筑科技有限公司 | Novel exempt from to tear open form steel bar truss building carrier plate connect buckle |
| CN213868900U (en) * | 2020-07-28 | 2021-08-03 | 江苏昊钢建筑科技有限公司 | Detachable floor support plate bottom die piece pin key |
| CN113293906A (en) * | 2020-02-21 | 2021-08-24 | 浙江中益建材科技有限公司 | Steel bar truss floor support plate |
| CN215291420U (en) * | 2021-05-23 | 2021-12-24 | 天津竟盛新型建材有限公司 | Detachable building templates subassembly and assembled steel bar truss building carrier plate |
| CN113846790A (en) * | 2021-10-26 | 2021-12-28 | 天津洪晟基业建材有限公司 | Novel assembly type floor bearing plate assembly construction method |
| CN215442619U (en) * | 2021-08-20 | 2022-01-07 | 天津绿恒能源科技发展有限公司 | Assembly type prefabricated steel bar truss floor support plate disassembly-free structure |
| CN215483944U (en) * | 2021-02-05 | 2022-01-11 | 惠州盛康高科材料有限公司 | Exempt from to tear open steel bar truss building carrier plate |
| CN114227143A (en) * | 2021-12-13 | 2022-03-25 | 浙江博秦精密工业有限公司 | CNC finish machining method and tool clamp thereof |
| JP3236954U (en) * | 2021-09-30 | 2022-04-01 | 中建二局第一建築工程有限公司 | Aluminum wood composite system for post-strike strips |
| CN217537487U (en) * | 2022-06-15 | 2022-10-04 | 济南迈特建筑工程设计有限公司 | Steel bar truss building carrier plate connecting piece |
| CN219261475U (en) * | 2023-04-19 | 2023-06-27 | 朱辉 | Error proofing platform connection structure |
| CN219298557U (en) * | 2023-04-13 | 2023-07-04 | 山东金宇杭萧装配建筑有限公司 | Steel bar truss combined type splicing template |
-
2022
- 2022-07-25 CN CN202210875594.5A patent/CN115142606B/en active Active
Patent Citations (21)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10280692A (en) * | 1997-03-31 | 1998-10-20 | Kinji Yashiro | Slab erection frame body for steel-framed building |
| JP2002004220A (en) * | 2000-06-22 | 2002-01-09 | Kawasaki Steel Corp | Joint device of panel member in composite floor board |
| US20080155924A1 (en) * | 2006-10-23 | 2008-07-03 | Ronald Jean Degen | Flooring System |
| WO2019149009A1 (en) * | 2017-11-29 | 2019-08-08 | 浙江中益建材科技有限公司 | Assembled-type reinforcing bar truss floor deck |
| CN211007250U (en) * | 2019-10-09 | 2020-07-14 | 江苏昊钢建筑科技有限公司 | Combined steel bar truss floor support plate |
| CN113293906A (en) * | 2020-02-21 | 2021-08-24 | 浙江中益建材科技有限公司 | Steel bar truss floor support plate |
| CN111424872A (en) * | 2020-03-25 | 2020-07-17 | 杭州嘉奕达实业有限公司 | Steel bar truss separated type prefabricated truss floor support plate system and installation method thereof |
| CN212535063U (en) * | 2020-06-12 | 2021-02-12 | 浙江铭凯集成房屋股份有限公司 | Self-supporting detachable steel bar truss floor bearing plate |
| CN213868900U (en) * | 2020-07-28 | 2021-08-03 | 江苏昊钢建筑科技有限公司 | Detachable floor support plate bottom die piece pin key |
| CN213868499U (en) * | 2020-07-28 | 2021-08-03 | 江苏昊钢建筑科技有限公司 | Novel exempt from to tear open form steel bar truss building carrier plate connect buckle |
| CN213597292U (en) * | 2020-10-17 | 2021-07-02 | 河北远大钢构科技有限公司 | Detachable large-span steel bar truss building carrier plate |
| CN213683190U (en) * | 2020-10-21 | 2021-07-13 | 河北盛通桁架楼承板科技有限公司 | Bottom die connecting piece for steel bar truss floor support plate |
| CN215483944U (en) * | 2021-02-05 | 2022-01-11 | 惠州盛康高科材料有限公司 | Exempt from to tear open steel bar truss building carrier plate |
| CN215291420U (en) * | 2021-05-23 | 2021-12-24 | 天津竟盛新型建材有限公司 | Detachable building templates subassembly and assembled steel bar truss building carrier plate |
| CN215442619U (en) * | 2021-08-20 | 2022-01-07 | 天津绿恒能源科技发展有限公司 | Assembly type prefabricated steel bar truss floor support plate disassembly-free structure |
| JP3236954U (en) * | 2021-09-30 | 2022-04-01 | 中建二局第一建築工程有限公司 | Aluminum wood composite system for post-strike strips |
| CN113846790A (en) * | 2021-10-26 | 2021-12-28 | 天津洪晟基业建材有限公司 | Novel assembly type floor bearing plate assembly construction method |
| CN114227143A (en) * | 2021-12-13 | 2022-03-25 | 浙江博秦精密工业有限公司 | CNC finish machining method and tool clamp thereof |
| CN217537487U (en) * | 2022-06-15 | 2022-10-04 | 济南迈特建筑工程设计有限公司 | Steel bar truss building carrier plate connecting piece |
| CN219298557U (en) * | 2023-04-13 | 2023-07-04 | 山东金宇杭萧装配建筑有限公司 | Steel bar truss combined type splicing template |
| CN219261475U (en) * | 2023-04-19 | 2023-06-27 | 朱辉 | Error proofing platform connection structure |
Non-Patent Citations (2)
| Title |
|---|
| 于国权;李文督;张瑾轩: "装配式复合增强可拆底模钢筋桁架楼承板技术", 四川建材, no. 011, 31 December 2022 (2022-12-31) * |
| 李智斌;孙彤彤;叶浩: "可拆卸钢筋桁架楼承板在改造工程中的应用", 施工技术, no. 021, 31 December 2020 (2020-12-31) * |
Also Published As
| Publication number | Publication date |
|---|---|
| CN115142606B (en) | 2024-07-19 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JP6946348B2 (en) | Stackable structural steel wall truss | |
| US20040040256A1 (en) | Lightweight modular cementitious panel/tile for use in construction | |
| CN106436893A (en) | Fully-prefabricated structure and construction method thereof | |
| CN214941348U (en) | Assembled wallboard connected node structure for building | |
| WO2018028040A1 (en) | Stacked and assembled integrated basement of multistory post-and-beam system | |
| CN108385872A (en) | A kind of assembling type partition wall and its construction method | |
| CN115142606B (en) | Composite reinforced disassembly-free template based on steel bar truss floor support plate | |
| CN205329904U (en) | Integrative wall is decorated to built -in heat preservation of light body concrete | |
| CN201377121Y (en) | Entirely-poured concrete house | |
| CN112065076B (en) | Combined building outer wall | |
| CN113389298A (en) | Building structure system of assembled low energy consumption house | |
| CN214302372U (en) | Assembled mixed wallboard structure | |
| CN214090381U (en) | Reusable embedded component for assembled house construction | |
| CN108625482B (en) | Detachable and assembled energy-saving modularized steel structure and decoration integrated house system | |
| CN110374241B (en) | Floor bottom module, floor and method for constructing floor | |
| CN1271048A (en) | Construction method of indoor decoration with light wall board | |
| Kumar et al. | A case-study on use of precast technology for construction of high-rise buildings | |
| CN221193674U (en) | Prefabricated building structure | |
| CN210421381U (en) | Evaporate and press whole house of aerated concrete slab | |
| CN209703686U (en) | A kind of double-layered precast facade structure of basement | |
| CN218090864U (en) | Side slope concrete pouring device without anchoring points | |
| CN217028086U (en) | High-rise stair tread reinforcing bar anchor fixing device | |
| CN220035788U (en) | Corner structure of assembled building wall | |
| CN221919953U (en) | Detachable composite floor slab | |
| CN221524223U (en) | Plugging structure of assembled superimposed sheet piece template |
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 | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |