CN217480795U - Combined building formwork structure - Google Patents

Combined building formwork structure Download PDF

Info

Publication number
CN217480795U
CN217480795U CN202121209633.5U CN202121209633U CN217480795U CN 217480795 U CN217480795 U CN 217480795U CN 202121209633 U CN202121209633 U CN 202121209633U CN 217480795 U CN217480795 U CN 217480795U
Authority
CN
China
Prior art keywords
steel form
big steel
fixedly connected
tower crane
operation platform
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
CN202121209633.5U
Other languages
Chinese (zh)
Inventor
观开剑
孙清臣
季永新
张延欣
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.)
China Construction Fourth Engineering Division Corp Ltd
Original Assignee
China Construction Fourth Engineering Division Corp 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 China Construction Fourth Engineering Division Corp Ltd filed Critical China Construction Fourth Engineering Division Corp Ltd
Priority to CN202121209633.5U priority Critical patent/CN217480795U/en
Application granted granted Critical
Publication of CN217480795U publication Critical patent/CN217480795U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

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

Abstract

The utility model discloses a modular building die carrier structure, including two big steel form that the symmetry set up, two A-frame supports of fixedly connected with symmetrically outside the upper end of two big steel form, the locking strip is connected to fixedly connected with between two big steel form tops, is equipped with decorative pattern steel sheet formation operation platform at two A-frame supports and connection locking strip upper berth. The utility model combines the two large steel templates together, and integrates the operation platform and the triangular fixing frame on the two large steel templates, so that the tower crane can be lifted together during lifting; the integrated operation platform is convenient for concrete workers to pour, and is safe and efficient; the triangle-shaped mount can be used for putting two big steel form boards, practices thrift the time of tower crane, and the tower crane need not to wait for the template installation to consolidate and accomplish and loosely tie up again.

Description

Combined building formwork structure
Technical Field
The utility model relates to a modular building die carrier structure belongs to building die carrier technical field.
Background
The existing vertical steel template wall construction process is as follows: after the binding and acceptance of the wall steel bars are finished, a tower crane hoists steel templates stored in a stock yard to corresponding structural positions, a split screw and an inclined strut are arranged for reinforcement, concrete is poured after the template installation and acceptance are finished, a large steel template is disassembled, split bolts and inclined struts are loosened, and the tower crane is used for hoisting the steel templates back to the stock yard for placement. The existing large vertical steel formwork has a single function, is only a simple formwork, is not provided with a protection platform, needs an auxiliary on-site construction moving ladder for installation in the construction process, and is difficult to move by workers particularly when concrete is cast on site; the template is not provided with a triangular fixing frame, and workers need to timely wear split bolts and arrange inclined struts when the tower crane is placed, so that the template is prevented from overturning; when handling to on-the-spot stockpile, the tiling of template causes the serial number confusion easily, causes the wallboard hole site to be wrong when later stage hoist and mount again, needs the on-the-spot trompil again, inefficiency.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a simple structure, construction convenience, can improve the modular building die carrier structure of efficiency of construction to overcome not enough among the prior art.
In order to achieve the above purpose, the utility model adopts the following technical scheme: the utility model provides a modular building die carrier structure, includes two big steel form that the symmetry set up, two A-frame of fixedly connected with symmetrically outside the upper end of two big steel form, fixedly connected with connects the locking strip between two big steel form tops, is equipped with decorative pattern steel sheet formation operation platform at two A-frame and connection locking strip upper berths, has bracing and horizontal pole at the lower part symmetric connection of two big steel form, and the one end of bracing and horizontal pole all welds on the sleeve, bracing, horizontal pole and sleeve form triangle-shaped mount, have a screw rod at sleeve female connection.
Furthermore, the lower end of the screw is fixedly connected with a chassis.
Furthermore, the outer side of the triangular support is fixedly provided with a protective railing.
Since the technical scheme is used, the utility model discloses an advantage has below:
firstly, the utility model combines two large steel templates together, and integrates an operating platform and a triangular fixing frame on the two large steel templates, so that the tower crane can be hoisted together during hoisting; the integrated operation platform is convenient for concrete workers to pour, and is safe and efficient; the triangular fixing frame can be used for placing two large steel templates, the tower crane time is saved, the tower crane does not need to wait for the loose binding after the template is installed and reinforced, and the triangular fixing frame has the functions of stabilizing and fixing the template;
the tops of the two large steel templates are fixed by using the connecting lock bar, so that the use of split bolts is reduced, the split holes are prevented from being blocked in the later period, and the workload of workers is reduced;
the tower crane directly transfers the combined steel template away, and the combined steel template can be vertically placed on a stock ground through a triangular fixing frame, so that the combined steel template is convenient to hoist. The combination steel form that puts immediately is difficult to the chaotic serial number, and the hole site is to last when avoiding the installation of second time.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
The embodiment of the utility model provides a: referring to fig. 1, a modular building formwork structure, including two big steel form 1 that the symmetry set up, fixedly connected with two A-frame 2 in the upper end outside symmetry of two big steel form 1, fixedly connected with connection locking bar 3 between two big steel form 1 tops, it forms operation platform 4 to spread the decorative pattern steel sheet on two A-frame 2 and connection locking bar 3, there are bracing 6 and horizontal pole 7 in the lower part symmetric connection of two big steel form 1, and the one end of bracing 6 and horizontal pole 7 all welds on sleeve 8, bracing 6, horizontal pole 7 and sleeve 8 form the triangle-shaped mount, there is a screw rod 9 at sleeve 8 female connection. The lower end of the screw rod 9 is fixedly connected with a chassis 10, so that the triangular fixing frame is stably placed. The outside fixed mounting of A-frame 2 has protection railing 5, improves the security of construction.
The utility model combines two large steel templates 1 together, and integrates the operation platform 4 and the triangle fixing frame on the two large steel templates 1, so that the tower crane can be lifted together when being lifted; the integrated operation platform is convenient for concrete workers to pour, and is safe and efficient; the triangular fixing frame can be used for placing two large steel templates 1, so that the time of the tower crane is saved, the tower crane does not need to wait for the template installation and reinforcement to be completed and then loose binding, and the triangular fixing frame has the functions of stabilizing and fixing the templates; the tops of the two large steel templates 1 are fixed by using the connecting lock bar, so that the use of split bolts is reduced, the split holes are prevented from being blocked in the later period, and the workload of workers is reduced; the tower crane directly transfers the two large steel templates 1 away together, and the two large steel templates can be vertically placed on a stock yard through the triangular fixing frame, so that the hoisting is facilitated. The combination steel form that puts immediately is difficult to the chaotic serial number, and the hole site is to last when avoiding the installation of second time.

Claims (3)

1. The utility model provides a modular building die carrier structure, includes two big steel form (1) that the symmetry set up, its characterized in that: two A-frame supports (2) of fixedly connected with symmetrically outside the upper end of two big steel form (1), fixedly connected with connects the locking bead (3) between two big steel form (1) tops, two A-frame supports (2) and connect locking bead (3) upper berth and be equipped with decorative pattern steel sheet formation operation platform (4), there are bracing (6) and horizontal pole (7) in the lower part symmetric connection of two big steel form (1), and the one end of bracing (6) and horizontal pole (7) all welds on sleeve (8), there is a screw rod (9) at sleeve (8) female connection.
2. The modular construction formwork structure of claim 1 wherein: the lower end of the screw rod (9) is fixedly connected with a chassis (10).
3. The modular construction formwork structure of claim 1 wherein: the outer side of the triangular support (2) is fixedly provided with a guard rail (5).
CN202121209633.5U 2021-06-01 2021-06-01 Combined building formwork structure Active CN217480795U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202121209633.5U CN217480795U (en) 2021-06-01 2021-06-01 Combined building formwork structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202121209633.5U CN217480795U (en) 2021-06-01 2021-06-01 Combined building formwork structure

Publications (1)

Publication Number Publication Date
CN217480795U true CN217480795U (en) 2022-09-23

Family

ID=83303470

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202121209633.5U Active CN217480795U (en) 2021-06-01 2021-06-01 Combined building formwork structure

Country Status (1)

Country Link
CN (1) CN217480795U (en)

Similar Documents

Publication Publication Date Title
CN105971271B (en) Unilateral cantilever form and its construction method of climbing certainly
CN108979131B (en) Integral lifting platform device for high-rise building construction steel formwork and operation frame
CN207160585U (en) Superelevation outer wall of basement Bailey bracket single side formwork architecture
CN217175692U (en) Intelligent hydraulic lifting formwork system for super high-rise core tube construction
CN202401769U (en) Detachable concrete cloth machine for self-elevating creeping formwork system
CN217480795U (en) Combined building formwork structure
CN111705677A (en) A smooth frame that rises for high pier stud turns over mould construction
CN213015397U (en) Can have enough to meet need post-cast strip and prop up and establish device
CN211110630U (en) Multifunctional lifting appliance for lifting high-speed rail concrete box girder
CN210853369U (en) Protection device for vertical transportation building blocks of tower crane
CN210507298U (en) Integrated template for wave dissipation hole breast wall
CN210659227U (en) Exterior wall formwork system free of external scaffold
CN106760464B (en) Elevator shaft operating platform and its construction method
CN221194195U (en) Can have enough to meet need scaffold frame operation platform
CN206903178U (en) Hoisting type elevator steel platform
CN221031324U (en) Telescopic shaft platform with turnover hanging head
CN214270021U (en) Operation radius lengthening device for tower crane
CN214885569U (en) Aluminum template lifting device
CN218521829U (en) Novel caisson inner core template integrating reinforcement
CN217203935U (en) Trash rack pier template hoisting device
CN219471532U (en) Multifunctional formwork climbing hanger
CN110230265A (en) A kind of construction method for high pier
CN221168651U (en) Single-side hydraulic automatic climbing external hanging type climbing die system
CN211547404U (en) Movable type formwork mounting and dismounting rack for bridge anti-collision guardrail
CN215291319U (en) Multi-point elevator shaft construction lifting platform

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant