CN216587688U - Modular large space top mould structure - Google Patents
Modular large space top mould structure Download PDFInfo
- Publication number
- CN216587688U CN216587688U CN202123253166.9U CN202123253166U CN216587688U CN 216587688 U CN216587688 U CN 216587688U CN 202123253166 U CN202123253166 U CN 202123253166U CN 216587688 U CN216587688 U CN 216587688U
- Authority
- CN
- China
- Prior art keywords
- cross beam
- tower
- connecting piece
- tower columns
- inclined strut
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/70—Wind energy
- Y02E10/728—Onshore wind turbines
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model discloses a modular large-space top mould structure, which comprises a plurality of tower columns, horizontal cross beams and inclined stay bars; the plurality of tower columns are arranged in parallel and are distributed in a rectangular shape, the centers surrounded by the plurality of tower columns are in a hollow design, and cross beam connecting pieces are fixedly arranged on opposite side surfaces of two adjacent tower columns respectively; the horizontal cross beam is arranged between two adjacent tower columns, two ends of the horizontal cross beam are respectively connected with cross beam connecting pieces arranged on the two tower columns through fixing pieces and used for connecting the two adjacent tower columns, and inclined strut connecting pieces are further arranged on the bottom surface of the horizontal cross beam; and one end of the inclined strut is hinged with the upper end of the beam connecting piece, and the other end of the inclined strut is hinged with the inclined strut connecting piece and used for reinforcing the connection between the horizontal beam and the tower column and ensuring the stability of the top formwork structure. The utility model discloses build the top mould structure atress of formation stable, the framework is firm reliable, and the center reserves out big space so that equipment such as installation jack.
Description
Technical Field
The utility model relates to a top mould construction technical field, in particular to a big space of modulization top mould structure for in top mould climbing device.
Background
With the technical development of the main structure of the domestic super high-rise building, the super high-rise building continuously breaks through new height. In the building construction of super high-rise building, the jacking is just need to be carried out once at intervals to the top mould system, consequently in order to realize the firm of climbing of top mould device, needs to improve the steadiness of top mould structure and the capacity of inside accommodation space.
SUMMERY OF THE UTILITY MODEL
The utility model discloses an aim at: the modular large-space top mold structure is stable in stress, firm in framework and large in central accommodating space.
The technical solution of the utility model is that: a modular large-space top mould structure is characterized by comprising a plurality of tower columns, horizontal cross beams and inclined stay bars;
the plurality of tower columns are arranged in parallel and are distributed in a rectangular shape, the centers of the surrounding of the plurality of tower columns are in a hollow design, and the opposite side surfaces of two adjacent tower columns are respectively fixedly provided with a beam connecting piece;
the horizontal cross beam is arranged between two adjacent tower columns, two ends of the horizontal cross beam are respectively connected with cross beam connecting pieces arranged on the two tower columns through fixing pieces and used for connecting the two adjacent tower columns, and inclined strut connecting pieces are further arranged on the bottom surface of the horizontal cross beam;
and one end of the inclined strut is hinged with the upper end of the beam connecting piece, and the other end of the inclined strut is hinged with the inclined strut connecting piece and used for reinforcing the connection between the horizontal beam and the tower column and ensuring the stability of the top formwork structure.
Preferably, the method comprises the following steps: the tower column comprises two opposite upright columns and a plurality of reinforcing members which are connected between the two upright columns and are arranged in parallel.
Preferably, the method comprises the following steps: the side surface of the tower column is also provided with a roller connecting piece through a fixing piece, and the roller connecting piece is positioned on the opposite side of the beam connecting piece.
Preferably, the method comprises the following steps: one end of the inclined strut is concavely provided with a threaded hole, a screw rod is arranged in the threaded hole, and the other end of the screw rod is hinged with the beam connecting piece or the inclined strut connecting rod;
the diagonal brace rod realizes the adjustment of the length of the diagonal brace rod by utilizing the matching of the screw rod and the threaded hole so as to adapt to the top die structures with different specifications.
Compared with the prior art, the beneficial effects of the utility model are that:
the utility model provides a top mould structure reinforces the stand through a plurality of reinforcements, forms firm reliable pylon, and each pylon of horizontal beam is connected and is consolidated afterwards, and vertical and horizontal atress to the whole top mould structure is firm, carries out further reinforcement through the bracing piece between pylon and the horizontal beam simultaneously, can further ensure that the whole framework of top mould structure is firm reliable;
meanwhile, the plurality of tower columns are arranged in parallel and in a rectangular distribution manner, so that a large enough space can be reserved in the center of the whole framework, and jacking equipment such as a jack and the like can be conveniently installed;
in addition, the length-adjustable design of the diagonal bracing rods can enable the construction of the top die structure to be more flexible, so that the construction of frames with different heights can be adapted.
Drawings
Fig. 1 is a schematic structural view of the top mold structure of the present invention.
Description of the main Components
| 1 |
11 |
12 |
13 |
| 14 |
2 |
21 bracing connecting piece | 3 |
| 31 screw |
Detailed Description
The utility model discloses the following will make further detail with the accompanying drawing:
the following detailed description of the preferred embodiments of the present invention will be provided in conjunction with the accompanying drawings, so that the advantages and features of the present invention can be more easily understood by those skilled in the art, and the protection scope of the present invention can be clearly and clearly defined. In the present invention, directional terms such as "up", "down", "front", "back", "left", "right", "top", "bottom", etc. refer to directions of the attached drawings only. Accordingly, the directional terms used are used for describing and understanding the present invention, and are not used for limiting the present invention.
Referring to fig. 1, the present invention provides a modular large space top module structure, which includes a tower column 1, a horizontal beam 2 and an inclined strut 3;
each layer of top mold structure comprises four groups of tower columns 1 which are arranged in a rectangular shape and are distributed on the same plane in parallel, and the centers surrounded by the four groups of tower columns 1 are designed in a hollow mode so as to facilitate the installation of other jacking equipment such as jacks and the like in the inner part;
the opposite side surfaces of two adjacent tower columns 1 are respectively and fixedly provided with a beam connecting piece 13, each tower column 1 comprises two opposite vertical columns 11 and a plurality of reinforcing pieces 12 which are connected between the two vertical columns 11 and arranged in parallel, and the beam connecting pieces 13 are arranged between the two vertical columns 11 through fixing bolts or arranged on the side walls of the vertical columns 11 through fixing bolts;
the utility model discloses a roof formwork structure, including a tower column 1, crossbeam connecting piece 14, fixing bolt, beam connecting piece 14, roller connecting piece 13, roller connecting piece, and the stability of supplementary restraint tower column 1's relative position is improved to the side of tower column 1 still installs roller connecting piece 14 through fixing bolt, crossbeam connecting piece 14 or install between two stands 11 through fixing bolt, or install on the lateral wall of stand 11 through fixing bolt, roller connecting piece 14 is located the offside of beam connecting piece 13, roller connecting piece is used for connecting in top formwork structure frame bottom and gyro wheel, plays the effect of supplementary restraint tower column 1's relative position, improves top formwork structure.
The horizontal beam 2 is arranged between two adjacent tower columns 1, two ends of the horizontal beam are respectively connected with the beam connecting pieces 13 arranged on the two tower columns 1 through fixing bolts and used for connecting the two adjacent tower columns, and the bottom surface of the horizontal beam 2 is further provided with an inclined strut connecting piece 21.
One end of the diagonal brace 3 is hinged with the upper end of the cross beam connecting piece 13, and the other end of the diagonal brace is hinged with the diagonal brace connecting piece 21, so that the connection between the horizontal cross beam 2 and the tower column 1 is reinforced, and the stability of a top formwork structure is ensured;
one end of the inclined strut 3 is concavely provided with a threaded hole, a screw rod 31 is arranged in the threaded hole, and the other end of the screw rod 31 is hinged with the beam connecting piece 13 or the inclined strut connecting rod 21;
the inclined strut 3 is matched with the threaded hole through the screw rod 31, so that the length of the inclined strut 3 can be adjusted to adapt to top die structures of different specifications.
The above description is only a preferred embodiment of the present invention, and all equivalent changes and modifications made according to the scope of the claims of the present invention should be covered by the claims of the present invention.
Claims (4)
1. A modular large-space top mould structure is characterized by comprising a plurality of tower columns, horizontal cross beams and inclined stay bars;
the plurality of tower columns are arranged in parallel and are distributed in a rectangular shape, the centers surrounded by the plurality of tower columns are in a hollow design, and cross beam connecting pieces are fixedly arranged on opposite side surfaces of two adjacent tower columns respectively;
the horizontal cross beam is arranged between two adjacent tower columns, two ends of the horizontal cross beam are respectively connected with cross beam connecting pieces arranged on the two tower columns through fixing pieces and used for connecting the two adjacent tower columns, and inclined strut connecting pieces are further arranged on the bottom surface of the horizontal cross beam;
and one end of the inclined strut is hinged with the upper end of the beam connecting piece, and the other end of the inclined strut is hinged with the inclined strut connecting piece and used for reinforcing the connection between the horizontal beam and the tower column and ensuring the stability of the top formwork structure.
2. The modular large space roof formwork structure as claimed in claim 1, wherein said tower comprises two opposite uprights, several reinforcing members connected between the uprights and arranged side by side.
3. The modular large-space roof formwork structure as claimed in claim 1 or 2, wherein the side surface of the tower is further provided with a roller connecting piece through a fixing piece, and the roller connecting piece is positioned at the opposite side of the beam connecting piece.
4. The modular large-space top die structure according to claim 1, wherein one end of the diagonal brace is concavely provided with a threaded hole, a screw rod is arranged in the threaded hole, and the other end of the screw rod is hinged with either a cross beam connecting piece or a diagonal brace connecting rod;
the diagonal brace rod realizes the adjustment of the length of the diagonal brace rod by utilizing the matching of the screw rod and the threaded hole so as to adapt to the top die structures with different specifications.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123253166.9U CN216587688U (en) | 2021-12-22 | 2021-12-22 | Modular large space top mould structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123253166.9U CN216587688U (en) | 2021-12-22 | 2021-12-22 | Modular large space top mould structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216587688U true CN216587688U (en) | 2022-05-24 |
Family
ID=81616952
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202123253166.9U Active CN216587688U (en) | 2021-12-22 | 2021-12-22 | Modular large space top mould structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216587688U (en) |
-
2021
- 2021-12-22 CN CN202123253166.9U patent/CN216587688U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN110700572B (en) | Height-adjustable supporting base and using method thereof | |
| CN105421741B (en) | A kind of self-supporting tower crane integrated operation platform system integrated with mould bases | |
| CN114059758A (en) | Assembled double-layer integral elevator shaft platform | |
| CN216587688U (en) | Modular large space top mould structure | |
| CN211775609U (en) | Integrated form scaffold of independent post roof beam outer frame high-rise building | |
| CN112681724A (en) | High and large space section steel-concrete structure roof construction formwork system and method | |
| CN209760944U (en) | Tripod for hyperbolic cooling tower cylinder wall construction | |
| CN113863657B (en) | Bionic hyperbolic special-shaped concrete structure supporting system and construction method | |
| CN217378583U (en) | Crossbeam support structure with main tower column stull function | |
| CN216690295U (en) | Length-adjustable climbing frame bottom pocket rod | |
| CN216553034U (en) | Bionic hyperbolic special-shaped concrete structure supporting system | |
| CN114837090A (en) | Combined support system for high tower beam construction and construction method | |
| CN206111212U (en) | Rock -anchored beam construction trolley car | |
| CN212336673U (en) | Scaffold and scaffold subassembly suitable for have flange structure wall body | |
| CN216921347U (en) | Primary and secondary formula supports tripod | |
| CN211004170U (en) | A frame-type row of hanging for hoisting of overlength pipe gallery land module | |
| CN110468960B (en) | Supporting structure capable of adjusting node displacement of net rack and construction method | |
| CN113235427A (en) | Support structure and construction method thereof | |
| CN214168805U (en) | Novel movable lifting formwork support system | |
| CN110965757A (en) | Scaffold applicable to wall with flanging structure and construction method thereof | |
| CN211923517U (en) | A auxiliary stay frame for installing platform in hydraulic pressure creeping formwork | |
| CN215594836U (en) | Protection platform at cast-in-place outer wall position of prefabricated building | |
| CN219410962U (en) | Comprehensive pipe rack side wall and top plate supporting system | |
| CN219863951U (en) | Cantilever structural steel platform support frame | |
| CN220928610U (en) | Reinforced bearing frame |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |