CN218715070U - Upper frame body main frame structure of hydraulic creeping formwork - Google Patents

Upper frame body main frame structure of hydraulic creeping formwork Download PDF

Info

Publication number
CN218715070U
CN218715070U CN202222859710.2U CN202222859710U CN218715070U CN 218715070 U CN218715070 U CN 218715070U CN 202222859710 U CN202222859710 U CN 202222859710U CN 218715070 U CN218715070 U CN 218715070U
Authority
CN
China
Prior art keywords
shaped steel
welded
overlap joint
section steel
steel
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
Application number
CN202222859710.2U
Other languages
Chinese (zh)
Inventor
陈平霞
陈前广
张明扬
王邦平
李志�
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Longyan Tongda Construction Engineering Co.,Ltd.
Original Assignee
Nest Technology Shanghai Co ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Nest Technology Shanghai Co ltd filed Critical Nest Technology Shanghai Co ltd
Priority to CN202222859710.2U priority Critical patent/CN218715070U/en
Application granted granted Critical
Publication of CN218715070U publication Critical patent/CN218715070U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/20Hydro energy

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The utility model discloses a hydraulic pressure creeping formwork upper portion support body main frame structure, including the left socle, the right branch frame, the structure of left socle and right branch frame is the same, through crossbeam fixed connection between left socle and the right branch frame, the crossbeam includes the floorbar, well roof beam, time well roof beam, the upper beam, fixed mounting has three left overlap joint pole on the left socle, fixed mounting has three right overlap joint pole on the right branch frame, well roof beam, time well roof beam, the top of upper beam respectively has a left overlap joint pole, right overlap joint pole and left overlap joint pole, right overlap joint pole is on same horizontal plane, fixed mounting has the linkage between upper beam and left socle or the right branch frame in the right angle region that forms. Through the welding mode, with the fixed formation of a plurality of C shaped steel wholeization, modular integral type structure, the integration faces the side and protects the side pipe of installation, hoist and mount large formwork's connecting plate, overlap joint spare about the overlap joint scaffold board, overall structure is simple and easy, installation automatic positioning, hoist and mount, demolish the convenience, easy. Greatly saving the construction production cost and improving the construction efficiency.

Description

Upper frame body main frame structure of hydraulic creeping formwork
Technical Field
The utility model belongs to a main frame part of hydraulic pressure creeping formwork upper portion support body, concretely relates to hydraulic pressure creeping formwork upper portion support body main frame structure.
Background
In the hydraulic creeping formwork construction used in high-rise building construction, the creeping formwork frame body is divided into an upper frame body and a lower frame body, various loads of the frame body are transmitted to the structure through a frame body main frame, the main frame structure of the upper frame body is formed by assembling and combining a plurality of vertical rod pieces and transverse rod pieces through bolts, the structure has the defects of looseness, deformation and the like in the construction process, a large amount of workload is needed in the links of equipment installation, transportation, dismantling and the like, the frame body assembling and positioning are systematic and complicated, and the technical level of constructors has high requirements.
Disclosure of Invention
The utility model discloses to prior art's shortcoming, designed a hydraulic pressure creeping formwork upper portion support body main frame structure, through the welding mode, with the fixed formation wholeization of a plurality of C shaped steel, modular integral type structure, integrated facing frontier defense installation side pipe, hoist and mount the connecting plate of big template, overlap joint scaffold board's overlap joint spare about, overall structure is simple and easy, installation automatic positioning, hoist and mount, demolish the convenience, easy. The production, processing and transportation are also convenient. Greatly saving the construction production cost and improving the construction efficiency.
The utility model discloses a technical scheme as follows: the utility model provides a hydraulic climbing formwork upper portion support body main frame structure, including the left socle, the right branch frame, the structure of left socle and right branch frame is the same, through crossbeam fixed connection between left socle and the right branch frame, the crossbeam includes the floorbar, well roof beam, inferior well roof beam, the upper beam, fixed mounting has three left overlap joint pole on the left socle, fixed mounting has three right overlap joint pole on the right branch frame, well roof beam, inferior well roof beam, the top of upper beam respectively has a left overlap joint pole, right overlap joint pole and left overlap joint pole, right overlap joint pole is on same horizontal plane, fixed mounting has the linkage in the right angle region that forms between upper beam and left socle or the right branch frame.
On the basis of above-mentioned scheme, as preferred, the left socle includes the bottom plate, welded fastening is in the lower extreme of the C shaped steel A of parallel setting, C shaped steel B on the bottom plate, and C shaped steel A, C shaped steel B set up back to back, and has the interval between the two, passes through diaphragm 8 fixed connection between C shaped steel A, C shaped steel B's left end face and/or the right end face.
On the basis of the scheme, preferably, the bottom beam is C-shaped steel C, the opening of the C-shaped steel C is downward, and two ends of the C-shaped steel C are welded and fixed on the bottom plates of the left support and the right support and welded and fixed between the C-shaped steel A and the C-shaped steel B of the left support and the right support.
On the basis of the scheme, the center sill and the secondary center sill are preferably made of C-shaped steel D, and two ends of the C-shaped steel D correspondingly penetrate through the space between the left support and the right support and are welded and fixed with the C-shaped steel A and the C-shaped steel B.
On the basis of the scheme, preferably, one end of a reinforcing square pipe is welded to the lower end face of each of the middle beam and the secondary middle beam, and the other end of each reinforcing square pipe is welded and fixed to the left support or the right support.
On the basis of the scheme, as preferred, the upper beam comprises C-type steel E and C-type steel F, the two ends of the C-type steel E are welded to the upper ends of the C-type steel A of the left support and the C-type steel A of the right support respectively, the two ends of the C-type steel F are welded to the upper ends of the C-type steel B of the left support and the C-type steel B of the right support respectively, the upper end faces of the C-type steel E and the C-type steel F are connected through a connecting plate, and an interval A is arranged between the C-type steel E and the C-type steel F.
On the basis of the scheme, preferably, the lower end of the adjacent edge protection installation square pipe is inserted into the left end in the interval A and is welded and fixed on C-shaped steel E and C-shaped steel F, the left lap joint rod and the right lap joint rod are T-shaped pieces, each T-shaped piece comprises a main body part and an auxiliary body part extending outwards from the middle of the main body part to any side, the main body part of the T-shaped piece above the upper beam is inserted into the interval A and is welded with the C-shaped steel E and the C-shaped steel F, the main body part of the T-shaped piece above the middle beam and the secondary middle beam is inserted into the interval and is welded with the C-shaped steel A and the C-shaped steel B, the main body part is a plate or a square pipe, and the auxiliary body part is a square pipe.
On the basis of above-mentioned scheme, as the preferred, the portion of hanging includes that both ends weld the C shaped steel G who links to each other with the lower terminal surface of right branch frame and upper beam right-hand member respectively, and the welding has connecting plate A on the C shaped steel G, has the hole of hanging on the connecting plate A.
On the basis of the above scheme, preferably, the hanging hole is a strip-shaped hole.
Compared with the prior art, the utility model discloses following beneficial effect has:
through the welding mode, with the fixed formation of a plurality of C shaped steel wholeization, modular integral type structure, the integration faces the side and protects the side pipe of installation, hoist and mount large formwork's connecting plate, overlap joint spare about the overlap joint scaffold board, overall structure is simple and easy, installation automatic positioning, hoist and mount, demolish the convenience, easy. The production, processing and transportation are also convenient. Greatly saving the construction production cost and improving the construction efficiency.
Drawings
Fig. 1 is a perspective view of the present invention;
FIG. 2 is a top view of FIG. 1;
FIG. 3 is a left side view of FIG. 1;
fig. 4 is a first perspective view of the present invention;
fig. 5 is a second perspective view of the present invention.
Detailed Description
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the following description will refer to the accompanying drawings to describe specific embodiments of the present invention. It is obvious that the drawings in the following description are only examples of the invention, and that for a person skilled in the art, other drawings and embodiments can be obtained from these drawings without inventive effort.
As shown in fig. 1-5, a hydraulic climbing formwork upper portion support body main frame structure, including the left socle, the right branch frame, the structure of left socle and right branch frame is the same, through crossbeam fixed connection between left socle and the right branch frame, the crossbeam includes floorbar 1, well roof beam 2, time well roof beam 3, upper beam 4, fixed mounting has three left overlap joint pole on the left socle, fixed mounting has three right overlap joint pole on the right branch frame, well roof beam, time well roof beam, the top of upper beam respectively has a left overlap joint pole, right overlap joint pole and left overlap joint pole, right overlap joint pole is on same horizontal plane, fixed mounting has the portion of hanging in the right angle region that forms between upper beam and left socle or the right branch frame.
In the scheme, the left support, the cross beam and the hanging part are welded to form an integrated modular and integrated structure, and when the device is used, the modules are directly called to be assembled without assembling cross beams and vertical rods by bolts, so that the efficiency is improved.
Wherein, the left socle includes bottom plate 5, welded fastening is on the bottom plate at the lower extreme of C shaped steel A6, C shaped steel B7 of parallel setting, and C shaped steel A, C shaped steel B set up back to back, and have the interval between the two, pass through diaphragm 8 fixed connection between C shaped steel A, C shaped steel B's the left end face and/or the right end face.
The bottom beam is C-shaped steel C, the opening of the C-shaped steel C is downward, and two ends of the C-shaped steel C are welded and fixed on the bottom plates of the left support and the right support and welded and fixed between the C-shaped steel A and the C-shaped steel B of the left support and the right support.
The middle beam, the secondary middle beam and the cross beam are C-shaped steel D, and two ends of the C-shaped steel D correspondingly penetrate through the space between the left support and the right support and are fixedly welded with the C-shaped steel A and the C-shaped steel B.
One end of a reinforcing square tube 16 is welded on the lower end face of each of the middle beam and the secondary middle beam, and the other end of the reinforcing square tube is welded and fixed on the left support or the right support.
The upper beam comprises C-shaped steel E9 and C-shaped steel F10, the two ends of the C-shaped steel E are welded to the upper end of C-shaped steel A of the left support and the upper end of C-shaped steel A of the right support respectively, the two ends of the C-shaped steel F are welded to the upper end of C-shaped steel B of the left support and the upper end of C-shaped steel B of the right support respectively, the upper end faces of the C-shaped steel E and the C-shaped steel F are connected through a connecting plate 11, and an interval A is arranged between the C-shaped steel E and the C-shaped steel F.
The lower end of the side-protective installation square pipe 12 is inserted into the left end in the interval A and is welded and fixed on the C-shaped steel E and the C-shaped steel F, the left overlap rod and the right overlap rod are T-shaped pieces 13, each T-shaped piece comprises a main body part and an auxiliary body part extending outwards from the middle of the main body part to any side, the main body part of the T-shaped piece above the upper beam is inserted into the interval A and is welded with the C-shaped steel E and the C-shaped steel F, the main body part of the T-shaped piece above the middle beam and the secondary middle beam is inserted into the interval and is welded with the C-shaped steel A and the C-shaped steel B, the auxiliary body part is a plate or a square pipe.
The hanging part comprises C-shaped steel G, two ends of the C-shaped steel G are welded with the lower end faces of the right support and the right end of the upper beam respectively, a connecting plate A14 is welded on the C-shaped steel G, and a hanging hole 15 is formed in the connecting plate A.
The hanging holes are strip-shaped holes.
In foretell scheme, through the welding mode, with the fixed integrated, modular integral type structure that forms of a plurality of C shaped steel, the integration faces the side and protects the connecting plate of installation side pipe, hoist and mount big template, overlap joint about the overlap joint board, overall structure is simple and easy, installation automatic positioning, hoist and mount, demolish the convenience, it is easy. The production, processing and transportation are also convenient. Greatly saving the construction production cost and improving the construction efficiency.
When the scaffold board is installed, the two channel steels are respectively fixed on the square tube of the T-shaped piece through bolts, and then the scaffold board is fixed on the channel steels, so that the scaffold board can be quickly lapped.
It should be noted that the above embodiments can be freely combined as necessary. The foregoing is only a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, a plurality of modifications and decorations can be made without departing from the principle of the present invention, and these modifications and decorations should also be regarded as the protection scope of the present invention.

Claims (9)

1. The utility model provides a hydraulic pressure creeping formwork upper portion support body main frame structure, a serial communication port, including the left socle, the right branch frame, the structure of left socle and right branch frame is the same, through crossbeam fixed connection between left socle and the right branch frame, the crossbeam includes the floorbar, well roof beam, time well roof beam, the upper beam, fixed mounting has three left overlap joint pole on the left socle, fixed mounting has three right overlap joint pole on the right branch frame, well roof beam, time well roof beam, respectively there is a left overlap joint pole above the upper beam, right overlap joint pole and left overlap joint pole, right overlap joint pole is on same horizontal plane, fixed mounting has the portion of hanging in the right angle region that forms between upper beam and left socle or the right branch frame.
2. The hydraulic climbing formwork upper frame main frame structure according to claim 1, wherein the left bracket comprises a bottom plate, the bottom plate is welded and fixed at the lower ends of the C-shaped steel A and the C-shaped steel B which are arranged in parallel, the C-shaped steel A and the C-shaped steel B are arranged back to back with a space therebetween, and the left end surface and/or the right end surface of the C-shaped steel A and the C-shaped steel B are fixedly connected through a transverse plate.
3. The hydraulic climbing formwork upper frame main frame structure according to claim 2, wherein the bottom beam is C-section steel C, the opening of the C-section steel C is downward, and both ends of the C-section steel C are welded and fixed on the bottom plates of the left and right brackets and welded and fixed with the C-section steel a and the C-section steel B of the left and right brackets.
4. The hydraulic climbing formwork upper frame main frame structure according to claim 2, wherein the middle beam and the secondary middle beam are C-section steel D, and both ends of the C-section steel D correspondingly penetrate through the space between the left bracket and the right bracket and are welded and fixed with the C-section steel a and the C-section steel B.
5. The hydraulic climbing formwork upper frame main frame structure according to claim 4, characterized in that one end of a reinforcing square pipe is welded to the lower end surface of each of the middle beam and the secondary middle beam, and the other end of the reinforcing square pipe is welded and fixed to the left bracket or the right bracket.
6. The upper frame main frame structure of a hydraulic climbing formwork according to claim 1, wherein the upper beam comprises C-section steel E and C-section steel F, both ends of the C-section steel E are welded to the upper ends of the C-section steel a of the left and right brackets, both ends of the C-section steel F are welded to the upper ends of the C-section steel B of the left and right brackets, the upper end faces of the C-section steel E and the C-section steel F are connected through a connecting plate, and a space a is provided between the C-section steel E and the C-section steel F.
7. The hydraulic climbing formwork upper support body main frame structure of claim 6, wherein the lower end of the adjacent edge protection installation square pipe is inserted into the left end of the space A and is welded and fixed on the C-shaped steel E and the C-shaped steel F, the left and right lap joint rods are T-shaped pieces, each T-shaped piece comprises a main body part and an auxiliary body part extending outwards from the middle of the main body part to any side, the main body part of the T-shaped piece above the upper beam is inserted into the space A and is welded and connected with the C-shaped steel E and the C-shaped steel F, the main body part of the T-shaped piece above the middle beam and the secondary middle beam is inserted into the space and is welded and connected with the C-shaped steel A and the C-shaped steel B, the main body part is a plate or a square pipe, and the auxiliary body part is a square pipe.
8. The upper frame main frame structure of a hydraulic climbing formwork according to claim 1, wherein the hanging part comprises a C-shaped steel G having two ends welded to the lower end surfaces of the right bracket and the right end of the upper beam, respectively, a connecting plate a welded to the C-shaped steel G, the connecting plate a having a hanging hole.
9. The hydraulic climbing formwork upper frame main frame structure according to claim 8, characterized in that the hanging hole is a strip-shaped hole.
CN202222859710.2U 2022-10-28 2022-10-28 Upper frame body main frame structure of hydraulic creeping formwork Active CN218715070U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202222859710.2U CN218715070U (en) 2022-10-28 2022-10-28 Upper frame body main frame structure of hydraulic creeping formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202222859710.2U CN218715070U (en) 2022-10-28 2022-10-28 Upper frame body main frame structure of hydraulic creeping formwork

Publications (1)

Publication Number Publication Date
CN218715070U true CN218715070U (en) 2023-03-24

Family

ID=85592967

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202222859710.2U Active CN218715070U (en) 2022-10-28 2022-10-28 Upper frame body main frame structure of hydraulic creeping formwork

Country Status (1)

Country Link
CN (1) CN218715070U (en)

Similar Documents

Publication Publication Date Title
CN218715070U (en) Upper frame body main frame structure of hydraulic creeping formwork
CN211816942U (en) Simple and easy erection joint reinforced structure of building steel construction
CN207844882U (en) Steel column and crane beam connecting structure
CN211621956U (en) Ready-package steel construction for building engineering
CN201907940U (en) Tower-crane attached-frame device
CN211341419U (en) Beam structure for assembly type building
CN101967862A (en) Middle-bolted slit steel plate shear wall and processing and manufacturing method thereof
CN209941512U (en) Supporting shear part for lower cross beam of inclined tower of cable-stayed bridge
CN217400294U (en) Angle joint piece for building construction climbing frame
CN219080691U (en) Assembled grid curtain wall beam mounting structure
CN215368613U (en) Shaped steel hangs outrigger external corner construction structures
CN213508895U (en) Installation mechanism for steel structural member for factory building construction
CN219343706U (en) Connecting device for storage concrete frame beam and steel secondary beam
CN217420654U (en) Easy-to-adjust supporting device for steel bar truss floor bearing plate
CN214034131U (en) Integrated C-shaped steel connecting device
CN217175203U (en) Reinforced steel member at energy-saving steel structure joint
CN218715059U (en) Large template attached to steel frame of high-rise building machine
CN215829991U (en) Support joint for climbing frame at hollow position
CN210049377U (en) High-rise building structure coupling beam
CN218176130U (en) Beam rising column joint
CN217420653U (en) Steel bar truss floor support plate supporting assembly
CN211007018U (en) Steel construction arc turning of area support
CN211923491U (en) Scaffold board mounting structure for attached lifting scaffold
CN214399608U (en) Triangular combined support for hoisting component
CN220848075U (en) Bearing frame for large-span lattice girder of dust-free room

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
TR01 Transfer of patent right

Effective date of registration: 20240719

Address after: Room 102, Building 7, Longdi Wanfu City, No. 220 Guoqiao Road, Xinluo District, Longyan City, Fujian Province 364000

Patentee after: Longyan Tongda Construction Engineering Co.,Ltd.

Country or region after: China

Address before: Room 3412, building 3, 1700 Gangyan Road, Gangyan Town, Chongming District, Shanghai

Patentee before: Nest Technology (Shanghai) Co.,Ltd.

Country or region before: China