CN112482561B - Wall structure attaches in core section of thick bamboo - Google Patents
Wall structure attaches in core section of thick bamboo Download PDFInfo
- Publication number
- CN112482561B CN112482561B CN202011398380.0A CN202011398380A CN112482561B CN 112482561 B CN112482561 B CN 112482561B CN 202011398380 A CN202011398380 A CN 202011398380A CN 112482561 B CN112482561 B CN 112482561B
- Authority
- CN
- China
- Prior art keywords
- wall
- outer ring
- frame structure
- tower crane
- ring
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 235000017166 Bambusa arundinacea Nutrition 0.000 title claims description 12
- 235000017491 Bambusa tulda Nutrition 0.000 title claims description 12
- 241001330002 Bambuseae Species 0.000 title claims description 12
- 235000015334 Phyllostachys viridis Nutrition 0.000 title claims description 12
- 239000011425 bamboo Substances 0.000 title claims description 12
- 238000010276 construction Methods 0.000 claims description 16
- 238000003466 welding Methods 0.000 claims description 2
- 230000005484 gravity Effects 0.000 abstract description 3
- 238000010008 shearing Methods 0.000 description 6
- 230000000694 effects Effects 0.000 description 3
- 238000005266 casting Methods 0.000 description 2
- 238000011065 in-situ storage Methods 0.000 description 2
- 230000000149 penetrating effect Effects 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000001066 destructive effect Effects 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 239000011381 foam concrete Substances 0.000 description 1
- 239000011464 hollow brick Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000009423 ventilation Methods 0.000 description 1
- 239000002023 wood Substances 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
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
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 an inner wall-attached structure of a core tube, which comprises a frame structure, a wall-attached base and a tower crane outer wall, wherein an inner ring is arranged inside the frame structure, an outer ring is arranged outside the frame structure, an expansion port is arranged at the edge of the outer ring, clamping pieces are embedded and installed at two sides of the expansion port, threaded holes are formed in the outer wall of the outer ring and are positioned at two sides of the expansion port, the wall-attached base is installed at the front end of the outer ring, and the tower crane outer wall is installed at the front end of the wall-attached base. According to the invention, the frame structure is used for replacing a shear wall, the inner ring is arranged at the central position of the frame structure, the inner ring is in an octagonal hollow column shape, so that the transverse shear force can be well borne, and the longitudinal gravity can be borne, the connecting rod is connected with the inner ring and the outer ring, the normal work of the frame structure is ensured, when the outer ring receives the transverse shear force, the supporting rod supports the corner supporting rod, and the connecting rod supports the outer ring, so that the collapse of the frame structure is prevented.
Description
Technical Field
This reality is novel relates to a core section of thick bamboo technical field, specifically is a wall structure attaches in a core section of thick bamboo.
Background
The core barrel is arranged at the central part of the building, the central core barrel is formed by enclosing an elevator shaft, a stair, a ventilation shaft, a cable shaft, a public washroom and partial equipment rooms, and forms an outer frame inner barrel structure with the peripheral frame, the structure is poured by reinforced concrete, is very favorable for structural stress, has excellent shock resistance, is a mainstream structural form widely adopted by international super high-rise buildings, meanwhile, the structure has the advantages that the use space which is as spacious as possible can be strived for, various auxiliary service spaces are concentrated towards the center of the plane, the main function space occupies the best lighting position, and achieves the effects of good sight and convenient and fast internal traffic, the core tube needs to be internally provided with a tower crane in the construction process, and a core section of thick bamboo is generally used in high-rise building, and the tower crane needs to attach wall structure and core section of thick bamboo inside wall to be connected, prevents that the tower crane from receiving horizontal shearing force and splitting.
The existing core barrel has the following defects:
1. a traditional core tube adopts a shear wall as a support wall, and when the building height of the shear wall is higher, the requirement on the thickness of the shear wall is higher, and the cost is higher and higher.
2. Traditional core section of thick bamboo inner space is less, and the tower crane attaches wall structure installation inconvenient when the inside of a core section of thick bamboo.
Disclosure of Invention
The present invention is directed to a core tube inner wall structure to solve the above problems.
In order to achieve the purpose, the invention provides the following technical scheme: the utility model provides an attach wall structure in core section of thick bamboo, includes frame construction, attaches wall base and tower crane outer wall, frame construction's internally mounted has the inner circle, frame construction's externally mounted has the outer lane, the edge of outer lane is provided with extends the mouth, extend the both sides gomphosis of mouth and install the fastener, be provided with the screw hole on the outer wall of outer lane, and the screw hole is located the both sides of extending the mouth, the front end of outer lane is installed and is attached the wall base, the tower crane outer wall is installed to the front end that attaches the wall base.
Preferably, the outer side of the inner ring is welded with a connecting rod, and the inner wall of the connecting rod is provided with the connecting rod.
Preferably, the corner support rods are installed on the outer side of the inner ring through the diagonal rods, the corner support rods are installed on the inner side of the outer ring, fixing holes are formed in four corners of the outer ring, and the fixing holes are located on the outer side of the corner support rods.
Preferably, a fixing column is installed inside the fixing hole.
Preferably, the two sides of the wall-attached base are provided with connecting grooves, the double-threaded screw is installed in the internal threads of the connecting grooves, the threaded rod is installed in the wall-attached base in a penetrating mode, the nut is installed on the inner wall of the outer ring in a welding mode, the nut is installed at the rear of the threaded hole, and the nut is in threaded connection with the threaded rod.
Preferably, the inner part of the outer wall of the tower crane is provided with a connecting hole, and a large bolt is installed on the inner thread of the connecting hole.
Compared with the prior art, the invention has the beneficial effects that:
1. according to the invention, the frame structure is used for replacing a shear wall, the inner ring is arranged at the central position of the frame structure, the inner ring is in an octagonal hollow column shape, so that the transverse shear force can be well borne, the longitudinal gravity can be borne, the connecting rod is connected with the inner ring and the outer ring, the normal work of the frame structure is ensured, the tensile force bearing capacity of the connecting rod is very strong, the frame structure can be prevented from collapsing, the corner supporting rods support the four corners of the outer ring, the supporting rods are used for supporting the corner supporting rods, when the outer ring is subjected to the transverse shear force, the supporting rods support the corner supporting rods, and the connecting rod supports the outer ring, so that the frame structure is prevented from collapsing.
2. According to the invention, the expansion port is arranged on the outer ring of the frame structure, the threaded holes are arranged on two sides of the expansion port, the wall attaching base is fixed on the outer side of the frame structure through the bolts, the wall attaching structure is smaller in volume and cannot occupy too large space, the wall attaching bases are connected through the double-headed screws, the fixing between the wall attaching bases is ensured, and then the outer wall of the tower crane is fixed on the outer side of the wall attaching base through the large bolts, so that the fixing between the tower crane and the core barrel is realized.
Drawings
FIG. 1 is an overall top view of the present invention;
FIG. 2 is a top view of the frame structure of the present invention;
FIG. 3 is a cross-sectional view of the wall attachment base of the present invention;
FIG. 4 is a front view of the frame construction of the present invention;
in the figure: 1. a frame structure; 101. an inner ring; 102. a connecting rod; 103. an expansion port; 2. an outer ring; 201. a diagonal bar; 202. corner support bars; 203. a fixing hole; 204. a threaded hole; 3. a fastener; 301. fixing a column; 4. a wall-attached base; 401. connecting grooves; 402. a threaded rod; 403. a nut; 404. a double-ended screw; 5. the outer wall of the tower crane; 501. connecting holes; 502. large bolts.
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, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. 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.
Referring to fig. 1-4, a core tube inner wall-attached structure comprises a frame structure 1, a wall-attached base 4 and a tower crane outer wall 5, wherein an inner ring 101 is installed inside the frame structure 1, the frame structure 1 is a structure formed by a plurality of beams and columns to bear the whole load of a house, a high-rise civil building and a multi-story industrial factory building, the load bearing of a brick wall cannot meet the requirement of large load, the frame is often used as a bearing structure, the house load comprises the weight of people, furniture, articles and mechanical equipment, a floor slab, a wall body, self weight and the like, the wall built in the frame only plays a role of enclosure and separation, does not bear other loads except the self weight, in order to reduce the frame load, a light wall is adopted as much as possible, such as building with foam concrete blocks or hollow bricks, the frame is generally built on site, and in order to accelerate the project progress, saving templates and jacking struts, also adopting a construction mode of casting a part of prefabricated parts in situ or casting a column beam prefabricated joint in situ, wherein an inner ring 101 is an octagonal hollow column, so that the construction mode can well bear transverse shearing force and longitudinal gravity, an outer ring 2 is arranged outside the frame structure 1, the outer ring 2 can be connected with expansion equipment and is convenient to fix a wall-attached structure, the outer ring 2 is square, so that the frame structure 1 can be conveniently connected, an expansion port 103 is arranged at the edge of the outer ring 2, the expansion port 103 is convenient to fix the wall-attached structure and can add various expansions, clamping pieces 3 are embedded and installed at two sides of the expansion port 103, the clamping pieces 3 are I-shaped, the two frame structures 1 can be clamped together, the fixation between different frames is realized, so that the frames can be combined into a shape desired by themselves, the outer wall of the outer ring 2 is provided with threaded holes 204, the threaded holes 204 are positioned on two sides of the expansion port 103 and can be connected with various expansion parts to conveniently fix the wall-attached base 4, the front end of the outer ring 2 is provided with the wall-attached base 4, the wall-attached base 4 is small in size and does not occupy too large space, the wall-attached base 4 is a wall-attached frame which is an additional wall-attached pulling part added for preventing transverse shearing destructive power in tower crane in high-rise construction, when the horizontal arm of a tower crane on the ground exceeds the free height, pull rods are arranged at intervals to connect the tower crane with a structure so as to achieve vertical firmness of the tower crane and prevent the tower body from shaking or collapsing due to the force generated by lifting of objects due to high height, when the ladder exceeds a certain height, the ladder is connected with the structure by the pull rods at intervals, in order to ensure that the sub-ladder is vertical and firm and prevent instability caused by too high, the front end of the wall-attached base 4 is provided with an outer wall 5 of a tower crane, the tower crane is the most common hoisting equipment on the construction site, namely a tower crane, and is used for hoisting construction raw materials such as reinforcing steel bars, wood ridges, concrete, steel pipes and the like for construction by lengthening (height) one section by one section (standard section for short). The tower crane is the indispensable equipment on the building site, and tower crane outer wall 5 is exactly the outer wall of standard festival, does not draw the tower crane in the figure.
Further, the outer side of the inner ring 101 is welded with a connecting rod 102, the connecting rod 102 is welded on the inner wall of the outer ring 2, the connecting rod 102 is connected with the inner ring 101 and the outer ring 2, normal operation of the frame structure 1 is guaranteed, the tensile force bearing capacity of the connecting rod 102 is strong, and collapse of the frame structure 1 can be prevented.
Further, the corner support rod 202 is installed through the down tube 201 in the outside of the inner ring 101, and the corner support rod 202 is installed in the inside of the outer ring 2, the corner support rod 202 supports the four corners of the outer ring 2, the support rod supports the corner support rod 202, when the outer ring 2 receives the action of the transverse shearing force, the support rod supports the corner support rod 202, the connecting rod 102 supports the outer ring 2, the collapse of the frame structure 1 is prevented, the four corners of the outer ring 2 are provided with the fixing holes 203, and the fixing holes 203 are located in the outside of the corner support rod 202.
Further, a fixing column 301 is installed inside the fixing hole 203, and the fixing column 301 is inserted inside the fixing hole 203 to limit the frame structure 1, so that the frame structure 1 is ensured to be installed at a specified position.
Further, two sides of the wall-attached base 4 are provided with connecting grooves 401, threads are arranged inside the connecting grooves 401, so that two wall-attached bases 4 can be conveniently connected, double-threaded screws 404 are installed on the internal threads of the connecting grooves 401, the double-threaded screws 404 are also called double-threaded screws or double-threaded studs and used for connecting the fixed link function of machinery, two ends of each double-threaded screw 404 are provided with threads, a rod is arranged in the middle of each double-threaded screw 404, the double-threaded screws 404 can be connected with the two wall-attached bases 4 to ensure the stability of the wall-attached bases 4, threaded rods 402 are installed inside the wall-attached bases 4 in a penetrating mode, nuts 403 are welded and installed on the inner wall of the outer ring 2 and installed behind the threaded holes 204, the nuts 403 are in threaded connection with the threaded rods 402, the wall-attached bases 4 can be fixed on the outer ring 2 by matching of the threaded rods 402 with the nuts 403, and the outer side of the outer ring 2 is provided with a plurality of expansion ports 103, so that the wall-attached bases 4 can be fixed at different positions, meanwhile, the tower crane standard knot can be fixed at different heights.
Further, tower crane outer wall 5's inside is provided with connecting hole 501, and large-scale bolt 502 is installed to the inside screw thread of connecting hole 501, and tower crane outer wall 5 is connected with attaching wall base 4 through large-scale bolt 502 to fix on frame construction 1.
The working principle is as follows: before using this device, the staff examines the device earlier, confirm not having problem postusage, fix frame construction 1 inside core section of thick bamboo earlier, can effectually keep out the effect of horizontal shearing force like this, prevent core section of thick bamboo and tower crane from middle part fracture, bight bracing piece 202 supports the four corners of outer lane 2, the bracing piece supports bight bracing piece 202, when outer lane 2 received horizontal shearing force effect, the bracing piece supports bight bracing piece 202, connecting rod 102 supports outer lane 2, prevent collapsing of frame construction 1, install in the outside of outer lane 2 and attach wall base 4, double-end screw 404 can connect two and attach wall base 4, guarantee to attach the stability of wall base 4, tower crane outer wall 5 is connected with attaching wall base 4 through large-scale bolt 502, thereby fix on frame construction 1.
It will be evident to those skilled in the art that the invention is not limited to the details of the foregoing illustrative embodiments, and that the present invention may be embodied in other specific forms without departing from the spirit or essential attributes thereof. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Claims (1)
1. The utility model provides an attach wall structure in core section of thick bamboo, includes frame construction (1), attaches wall base (4) and tower crane outer wall (5), its characterized in that: an inner ring (101) is mounted at the center of the frame structure (1), an outer ring (2) is mounted outside the frame structure (1), an expansion opening (103) is formed in the edge of the outer ring (2), clamping pieces (3) are mounted on two sides of the expansion opening (103) in an embedded mode, a threaded hole (204) is formed in the outer wall of the outer ring (2), the threaded hole (204) is located on two sides of the expansion opening (103), a wall attaching base (4) is mounted at the front end of the outer ring (2), and a tower crane outer wall (5) is mounted at the front end of the wall attaching base (4); the outer side of the inner ring (101) is welded with a connecting rod (102), the connecting rod (102) is welded on the inner wall of the outer ring (2), the outer side of the inner ring (101) is provided with corner supporting rods (202) through inclined rods (201), the corner supporting rods (202) are arranged on the inner side of the outer ring (2), four corners of the outer ring (2) are provided with fixing holes (203), and the fixing holes (203) are located on the outer side of the corner supporting rods (202); a fixing column (301) is arranged in the fixing hole (203); the inner ring (101) is an octagonal hollow column, and the frame structure (1) is fixed inside the core barrel; connecting grooves (401) are arranged on two sides of the wall attaching base (4), a double-threaded screw (404) is installed in the connecting grooves (401) through threads, a threaded rod (402) penetrates through the wall attaching base (4), a nut (403) is installed on the inner wall of the outer ring (2) in a welding mode, the nut (403) is installed behind the threaded hole (204), and the nut (403) is in threaded connection with the threaded rod (402); the tower crane is characterized in that a connecting hole (501) is formed in the outer wall (5) of the tower crane, and a large bolt (502) is installed on the inner thread of the connecting hole (501).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011398380.0A CN112482561B (en) | 2020-12-02 | 2020-12-02 | Wall structure attaches in core section of thick bamboo |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011398380.0A CN112482561B (en) | 2020-12-02 | 2020-12-02 | Wall structure attaches in core section of thick bamboo |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN112482561A CN112482561A (en) | 2021-03-12 |
| CN112482561B true CN112482561B (en) | 2022-02-01 |
Family
ID=74939240
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202011398380.0A Active CN112482561B (en) | 2020-12-02 | 2020-12-02 | Wall structure attaches in core section of thick bamboo |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN112482561B (en) |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201351086Y (en) * | 2009-02-16 | 2009-11-25 | 上海市机械施工有限公司 | Tower crane climbing steel beam for placing thin wall |
| CN102787720A (en) * | 2011-05-20 | 2012-11-21 | 上海庞源机械租赁股份有限公司 | Externally attached built-in tower crane fixing structure |
| CN112554332A (en) * | 2020-12-10 | 2021-03-26 | 上海席得建筑设计有限公司 | Core section of thick bamboo for architectural design |
Family Cites Families (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2668237B2 (en) * | 1988-04-14 | 1997-10-27 | 株式会社竹中工務店 | Core leading construction method |
| CN201447323U (en) * | 2009-09-04 | 2010-05-05 | 中建钢构江苏有限公司 | High-rise building core tube shear wall punching internal climbing tower crane supporting device |
| CN102616623B (en) * | 2012-03-30 | 2014-01-08 | 中天建设集团有限公司 | Express elevator stability control structure in super high-rise building construction |
| KR101445286B1 (en) * | 2012-12-13 | 2014-09-26 | 삼성물산 주식회사 | PC-SF Method for Construction Duration Reduction of Typical Floor |
| KR101388914B1 (en) * | 2013-03-11 | 2014-04-24 | 롯데건설 주식회사 | A combined-structure of core and outrigger |
| CN203961238U (en) * | 2014-07-22 | 2014-11-26 | 四川省第十五建筑有限公司 | Bolt anchor slab adjustable tool formula builder's jack |
| CN205590188U (en) * | 2016-04-25 | 2016-09-21 | 江苏正兴建设机械有限公司 | Wall -attaching device of tower crane |
| CN105804416B (en) * | 2016-05-13 | 2018-03-06 | 上海建工二建集团有限公司 | The attachment structure of prefabrication tower crane |
| CN106006404A (en) * | 2016-07-29 | 2016-10-12 | 中国建筑第二工程局有限公司 | Super high-rise external hanging movable arm tower crane climbing supporting device |
| CN206053282U (en) * | 2016-08-30 | 2017-03-29 | 北京星河人施工技术有限责任公司 | A kind of corner attached lifting scaffold main frame |
| CN207046721U (en) * | 2017-07-24 | 2018-02-27 | 中建三局第二建设工程有限责任公司 | Wall-attaching equipment in a kind of elevator tower crane |
| CN207847092U (en) * | 2017-11-12 | 2018-09-11 | 江苏揽月工程科技发展股份有限公司 | Creeping formwork, which floats, deepens component at plate |
| CN110761193A (en) * | 2019-10-30 | 2020-02-07 | 中交路桥华南工程有限公司 | Cable tower construction equipment |
| CN211255054U (en) * | 2019-11-12 | 2020-08-14 | 湖北庞源机械工程有限公司 | Tower crane attaches wall bearing structure |
| CN211078253U (en) * | 2019-11-29 | 2020-07-24 | 北京龙泰机械设备安装有限公司 | Telescopic wall-attached device |
| CN211496686U (en) * | 2020-01-13 | 2020-09-15 | 俞鸿斌 | Tower crane attaches wall device |
| CN111851976A (en) * | 2020-06-29 | 2020-10-30 | 中天华南建设投资集团有限公司 | Sizing operation platform used around internal climbing type movable arm tower crane and installation method thereof |
-
2020
- 2020-12-02 CN CN202011398380.0A patent/CN112482561B/en active Active
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201351086Y (en) * | 2009-02-16 | 2009-11-25 | 上海市机械施工有限公司 | Tower crane climbing steel beam for placing thin wall |
| CN102787720A (en) * | 2011-05-20 | 2012-11-21 | 上海庞源机械租赁股份有限公司 | Externally attached built-in tower crane fixing structure |
| CN112554332A (en) * | 2020-12-10 | 2021-03-26 | 上海席得建筑设计有限公司 | Core section of thick bamboo for architectural design |
Also Published As
| Publication number | Publication date |
|---|---|
| CN112482561A (en) | 2021-03-12 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN209924120U (en) | Assembled light steel frame structure building system | |
| KR20110013661A (en) | Tower ctane wall bracing | |
| CN211447708U (en) | Super high-rise building construction elevator feeding platform support system that encorbelments | |
| CN212671138U (en) | Oblique-pulling type overhanging attached support attached to lifting scaffold | |
| CN108035546B (en) | Template fixing device is pour to shear force wall for building | |
| CN210828265U (en) | Cantilever steel beam connecting structure for building construction external scaffold | |
| CN112323978A (en) | Corner structure of encorbelmenting and building structure | |
| CN211396814U (en) | Steel frame factory building with stable connection of supporting beams and supporting columns | |
| CN215253499U (en) | Scaffold device | |
| CN112482561B (en) | Wall structure attaches in core section of thick bamboo | |
| CN211369597U (en) | Construction is with recoverable bearing diagonal structure | |
| CN212450188U (en) | Fast-assembling well frame construction | |
| CN217054477U (en) | Y-shaped supporting device for temporary support of prefabricated wall | |
| CN213014697U (en) | Corner structure of encorbelmenting and building structure | |
| CN210767782U (en) | Guide rail pole setting connecting piece that convenient concatenation was used | |
| CN112609979A (en) | Wall connecting piece erecting method for connecting ultrahigh external frame of external wall | |
| CN206917125U (en) | A kind of assembled stair | |
| CN211007631U (en) | Cast-in-place full skeleton template system | |
| LU505897B1 (en) | Hanging post structural member for large-span over-limit beam of stadium | |
| CN113445620A (en) | Novel building frame construction for civil construction engineering | |
| CN205224579U (en) | Steel framework template and self -supporting truss board combination concrete quick detach system | |
| CN221256137U (en) | Temporary supporting device for floor support plate | |
| CN214615635U (en) | Frame type safety ladder stand | |
| CN219327289U (en) | Movable formwork support protection frame for outer window roof structure | |
| CN218292736U (en) | Secondary structure operation platform encorbelments in basket of flowers pull rod formula |
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 | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20240724 Address after: Unit 02, 10th Floor, West Tower, Baidu International Building, No. 8 Haitian 1st Road, Binhai Community, Yuehai Street, Nanshan District, Shenzhen City, Guangdong Province 518000 Patentee after: Shenzhen Xide Architectural Design Co.,Ltd. Country or region after: China Address before: Room 166-75, building 3, 2111 Beiyan highway, Chongming District, Shanghai 202150 (Chongming forest tourism park, Shanghai) Patentee before: Shanghai Xide Architectural Design Co.,Ltd. Country or region before: China |