CN110645021A - Concrete structure wall body unilateral template structure - Google Patents

Concrete structure wall body unilateral template structure Download PDF

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Publication number
CN110645021A
CN110645021A CN201911000218.6A CN201911000218A CN110645021A CN 110645021 A CN110645021 A CN 110645021A CN 201911000218 A CN201911000218 A CN 201911000218A CN 110645021 A CN110645021 A CN 110645021A
Authority
CN
China
Prior art keywords
concrete structure
parallel
side plates
structure wall
beams
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.)
Pending
Application number
CN201911000218.6A
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Chinese (zh)
Inventor
钱新华
温科
刘丙胜
沈莉莉
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.)
Jiangsu Speed Mold Technology Co Ltd
Original Assignee
Jiangsu Speed Mold Technology 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 Jiangsu Speed Mold Technology Co Ltd filed Critical Jiangsu Speed Mold Technology Co Ltd
Priority to CN201911000218.6A priority Critical patent/CN110645021A/en
Publication of CN110645021A publication Critical patent/CN110645021A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/04Lining with building materials
    • E21D11/10Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
    • E21D11/102Removable shuttering; Bearing or supporting devices therefor
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/003Linings or provisions thereon, specially adapted for traffic tunnels, e.g. with built-in cleaning devices

Abstract

The invention belongs to the technical field of building construction equipment, and relates to a concrete structure wall body unilateral formwork structure which comprises a panel, wherein a plurality of parallel secondary keel beams are uniformly distributed on the surface of the panel, a plurality of trusses are sequentially and vertically arranged on the secondary keel beams along the length direction, each truss comprises a top beam and a bottom beam which are arranged in parallel, the corresponding top beams and the corresponding bottom beams are vertically connected through a plurality of support rods, two inclined struts are symmetrically arranged on two sides of each support rod, and the support rods and the adjacent inclined struts and the corresponding top beams or the corresponding bottom beams form right-angled triangles. The template can save materials, is integrally hoisted, reduces the disassembly and the requirements for site construction sites and workers, and improves the construction efficiency.

Description

Concrete structure wall body unilateral template structure
Technical Field
The invention belongs to the technical field of building construction equipment, and relates to a concrete structure wall single-side formwork structure.
Background
In recent years, the number of traffic vehicles in cities is increased year by year, the degree of traffic congestion is also more serious, in order to encourage people to go out with low carbon, the degree of city congestion is alleviated, subways are the best choice at present undoubtedly, but the structural characteristic of subways makes template trolleys often adopted in the construction, but a single template trolley is huge in size, heavy in weight, extremely inconvenient to install and move, the bottom of the template trolley is large in size, a lot of space is occupied on the site, certain influence is caused to other procedures, in order to solve the defect of the existing template, a set of light-load convenient subway unilateral template with good efficiency needs to be researched and developed urgently.
Disclosure of Invention
Aiming at the problems, the invention provides a concrete structure wall body single-side formwork structure which can save materials, integrally hoist, reduce disassembly, reduce the requirements on site construction sites and manpower and improve the construction efficiency.
According to the technical scheme of the invention: the utility model provides a concrete structure wall body unilateral template structure which characterized in that: the novel building roof beam comprises a panel, panel surface equipartition sets up the inferior keel roof beam that a plurality of are parallel to each other, sets up a plurality of truss along length direction perpendicular in proper order on the inferior keel roof beam, every the truss all includes top beam, the floorbar of mutual parallel arrangement, is connected through a plurality of vaulting poles are perpendicular between corresponding top beam and the floorbar, every the equal symmetry in vaulting pole both sides sets up two bracing pieces, vaulting pole and adjacent bracing constitute right angled triangle with corresponding top beam or floorbar.
As a further improvement of the invention, two ends of a plurality of top beams which are arranged in parallel are respectively connected through a pressing plate along the length direction.
As a further improvement of the invention, the top beam comprises two top beam side plates which are arranged in parallel, and one end part of the diagonal brace and the brace rod extends into between the two top beam side plates and is fixedly connected with the two top beam side plates; the bottom beam comprises two bottom beam side plates which are arranged in parallel, and the end part of the other side of the inclined strut and the supporting rod extends into the space between the two bottom beam side plates and is fixedly connected with the two bottom beam side plates.
As a further improvement of the invention, pulley hoisting bolt holes are respectively arranged on the top beam side plate and the bottom beam side plate.
As a further development of the invention, the length of the top beam is greater than the length of the bottom beam.
As a further improvement of the invention, a cross plate frame is arranged on the end part of the bottom beam corresponding to the connecting part of the stay bar and the inclined strut.
As a further improvement of the invention, the secondary keel beam is I-shaped steel.
The invention has the technical effects that: the product of the invention optimizes the components, replaces the traditional tripod support with the steel truss, and combines the embedded bolts on the retaining wall, thus meeting the construction requirement and reducing the self weight of the product under the condition of using the light aluminum beam and the steel truss; meanwhile, the triangular supports are arranged on the steel truss, so that the construction safety of workers is guaranteed, the construction efficiency of the workers is improved, pulley equipment is used above the template in a combined mode, after the template is dismantled, manual integral hoisting of products can be achieved through the pulley equipment, and the steel truss is convenient and efficient.
Drawings
FIG. 1 is a schematic structural diagram of the present invention.
Fig. 2 is a state diagram of the present invention.
Fig. 3 is a left side view of fig. 2.
Detailed Description
The following further describes embodiments of the present invention with reference to the drawings.
In the figure 1, the device comprises a panel 1, a secondary keel beam 2, a pressing plate 3, a truss 4, a top beam 4-1, a top beam side plate 4-11, a bottom beam 4-2, a bottom beam side plate 4-21, a support rod 4-3, an inclined support 4-4, a cross plate frame 5, a pair-penetrating pull rod 6, a winch 7, a fixing clamp 8, a positioning rod 9, an embedded pull rod 10 and the like.
As shown in figure 1, the invention relates to a concrete structure wall single-side formwork structure which comprises a panel 1, wherein a plurality of parallel secondary keel beams 2 are uniformly distributed on the surface of the panel 1, the secondary keel beams 2 are made of I-shaped steel and are made of aluminum materials, a plurality of trusses 4 are sequentially and vertically arranged on the secondary keel beams 2 along the length direction, each truss 4 comprises a top beam 4-1 and a bottom beam 4-2 which are arranged in parallel, the corresponding top beam 4-1 is vertically connected with the bottom beam 4-2 through a plurality of support rods 4-3, two inclined struts 4-4 are symmetrically arranged on two sides of each support rod 4-3, and the support rods 4-3, the adjacent inclined struts 4-4 and the corresponding top beam 4-1 or bottom beam 4-2 form a right-angled triangle.
The two ends of the top beams 4-1 which are arranged in parallel are respectively connected through a pressing plate 3.
The top beam 4-1 comprises two top beam side plates 4-11 which are arranged in parallel, one side end part of the diagonal brace 4-4 and the brace 4-3 extends into the space between the two top beam side plates 4-11 and is fixedly connected with the two top beam side plates 4-11; the bottom beam 4-2 comprises two bottom beam side plates 4-21 which are arranged in parallel, and the other end parts of the inclined strut 4-4 and the strut 4-3 extend into the space between the two bottom beam side plates 4-21 and are fixedly connected with the two bottom beam side plates 4-21.
Pulley hoisting bolt holes are respectively arranged on the top beam side plate 4-11 and the bottom beam side plate 4-21.
The end part of the bottom beam 4-2 corresponding to the joint of the brace 4-3 and the diagonal brace 4-4 is provided with a cross plate frame 5, and the cross plate frame 5 plays an effective protection role for the joint of the diagonal brace 4-4 and the brace 4-3.
The length of the top beam 4-1 is greater than that of the bottom beam 4-2, and a ladder-shaped structure of the longitudinal section of the product is formed.
The invention provides a subway formwork supporting method, which comprises the following steps: the product is assembled before leaving the factory, is transported to a construction site, and bolts are embedded in the retaining wall according to requirements before concrete is poured for the first time. Before the product of the invention is installed, the fixing bolt at the upper part of the truss sheet is implanted in the retaining wall. After the construction of a steel reinforcement worker is finished, the template unit is hoisted by mechanical equipment during mold sealing, after the template unit is hung, the fixing bolt is tightened, the pulley equipment is assembled, and the template system is installed completely.
As shown in fig. 2, the hoist 7 is used to raise or lower the unit side mold so as to move the unit side mold, and the fixing clip 8 is used to fix the H-steel, the steel support and the sling to form a whole; the H steel fixed position is fixed to the 9 accurate location of locating lever, guarantees the combination between H steel and the steel shotcrete, and the secondary improves its wholeness, reduces the possibility that single hoist cable swayd.
As shown in fig. 3, the pre-buried pull rod 10 is composed of a threaded rod and a rear bolt, and the end of the pre-buried pull rod is hooked and used in combination with the top beam 4-1 to prevent the die expansion caused by too large side pressure.

Claims (7)

1. The utility model provides a concrete structure wall body unilateral template structure which characterized in that: including panel (1), panel (1) surface equipartition sets up inferior keel roof beam (2) that a plurality of are parallel to each other, sets up a plurality of truss (4) perpendicularly in proper order along length direction on inferior keel roof beam (2), every truss (4) all include roof beam (4-1), floorbar (4-2) of parallel to each other, is connected through a plurality of vaulting poles (4-3) are perpendicular between corresponding roof beam (4-1) and floorbar (4-2), every vaulting pole (4-3) both sides are the symmetry and are set up two bracing (4-4), vaulting pole (4-3) and adjacent bracing (4-4) constitute right angled triangle with corresponding roof beam (4-1) or floorbar (4-2).
2. The concrete structure wall unilateral formwork structure of claim 1, wherein: the two ends of a plurality of top beams (4-1) which are arranged in parallel are respectively connected through a pressing plate (3) along the length direction.
3. The concrete structure wall unilateral formwork structure of claim 1, wherein: the top beam (4-1) comprises two top beam side plates (4-11) which are arranged in parallel, one end part of each inclined strut (4-4) and one end part of each strut (4-3) extend into the space between the two top beam side plates (4-11) and are fixedly connected with the two top beam side plates (4-11); the bottom beam (4-2) comprises two bottom beam side plates (4-21) which are arranged in parallel, and the end parts of the other ends of the inclined strut (4-4) and the strut (4-3) extend into the space between the two bottom beam side plates (4-21) and are fixedly connected with the two bottom beam side plates (4-21).
4. The concrete structure wall unilateral formwork structure of claim 3, wherein: pulley hoisting bolt holes are respectively formed in the top beam side plate (4-11) and the bottom beam side plate (4-21).
5. The concrete structure wall unilateral formwork structure of claim 1, wherein: the length of the top beam (4-1) is greater than that of the bottom beam (4-2).
6. The concrete structure wall unilateral formwork structure of claim 1, wherein: and a cross plate frame (5) is arranged on the end part of the bottom beam (4-2) corresponding to the joint of the stay bar (4-3) and the inclined strut (4-4).
7. The concrete structure wall unilateral formwork structure of claim 1, wherein: the secondary keel beam (2) is made of I-shaped steel.
CN201911000218.6A 2019-10-21 2019-10-21 Concrete structure wall body unilateral template structure Pending CN110645021A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201911000218.6A CN110645021A (en) 2019-10-21 2019-10-21 Concrete structure wall body unilateral template structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201911000218.6A CN110645021A (en) 2019-10-21 2019-10-21 Concrete structure wall body unilateral template structure

Publications (1)

Publication Number Publication Date
CN110645021A true CN110645021A (en) 2020-01-03

Family

ID=69013153

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201911000218.6A Pending CN110645021A (en) 2019-10-21 2019-10-21 Concrete structure wall body unilateral template structure

Country Status (1)

Country Link
CN (1) CN110645021A (en)

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