CN210798994U - Concrete structure wall body unilateral template structure - Google Patents

Concrete structure wall body unilateral template structure Download PDF

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Publication number
CN210798994U
CN210798994U CN201921770085.6U CN201921770085U CN210798994U CN 210798994 U CN210798994 U CN 210798994U CN 201921770085 U CN201921770085 U CN 201921770085U CN 210798994 U CN210798994 U CN 210798994U
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China
Prior art keywords
concrete
plates
floorbar
parallel
roof
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Active
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CN201921770085.6U
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Chinese (zh)
Inventor
钱新华
温科
刘丙胜
沈莉莉
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Jiangsu Rapid Scaffolding Engineering Co ltd
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Jiangsu Rapid Scaffolding Engineering Co ltd
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Priority to CN201921770085.6U priority Critical patent/CN210798994U/en
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Abstract

The utility model belongs to the technical field of the construction equipment, a concrete structure wall body unilateral template structure is related to, which comprises a pane, panel surface equipartition sets up a plurality of inferior keel roof beams that are parallel to each other, sets up a plurality of truss, every perpendicularly along length direction in proper order on inferior keel roof beam the truss all includes top beam, the floorbar of mutual parallel arrangement, is connected perpendicularly through a plurality of vaulting poles between corresponding top beam and the floorbar, every the equal symmetry in vaulting pole both sides sets up two bracing, vaulting pole and neighbouring bracing constitute right angled triangle with corresponding top beam or floorbar. 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 utility model belongs to the technical field of the construction equipment, a concrete structure wall body unilateral template structure is related to.
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
The utility model provides a to above-mentioned problem, a concrete structure wall body unilateral template structure is provided, and this template can play save material, and integral hoisting, reduction are dismantled, are reduced to on-site building site and artificial demand, improve the efficiency of construction.
According to the technical scheme of the utility model: 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 utility model, a plurality of top beams which are arranged in parallel are respectively connected with each other through a pressing plate along the two ends of the length direction.
As a further improvement of the utility model, the top beam comprises two top beam side plates which are arranged in parallel, one side 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, the top beam side plate and the bottom beam side plate are respectively provided with a pulley hoisting bolt hole.
As a further improvement of the utility model, the length of the top beam is greater than that of the bottom beam.
As a further improvement of the utility model, the end part corresponding to the connecting part of the stay bar and the inclined strut on the bottom beam is provided with the cross slab frame.
As a further improvement of the utility model, the secondary keel beam is I-shaped steel.
The technical effects of the utility model reside in that: the utility model optimizes the components, replaces the traditional tripod support with the steel truss, and combines the pre-embedded bolts on the retaining wall, thus meeting the construction requirements and reducing the dead 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 usage state diagram of the present invention.
Fig. 3 is a left side view of fig. 2.
Detailed Description
The following description will further describe embodiments of the present invention with reference to the accompanying 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 fig. 1, the utility model relates to a concrete structure wall body unilateral template structure, including panel 1, panel 1 surface equipartition sets up a plurality of inferior keel roof beam 2 that are parallel to each other, inferior keel roof beam 2 is the I-steel, and adopts the aluminium material to make, sets up a plurality of truss 4 along length direction perpendicular in proper order on inferior keel roof beam 2, every truss 4 all includes roof beam 4-1, floorbar 4-2 that set up parallel to each other, is connected perpendicularly through a plurality of vaulting poles 4-3 between corresponding roof beam 4-1 and the floorbar 4-2, every vaulting pole 4-3 both sides homonymy symmetry sets up two bracing 4-4, vaulting pole 4-3 and adjacent bracing 4-4 and corresponding roof beam 4-1 or floorbar 4-2 constitute 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 larger than that of the bottom beam 4-2, thus forming the ladder-shaped structure of the longitudinal section of the product of the utility model.
The utility model provides a formwork method of subway, including following step: 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. Install the utility model discloses before the product, implant truss piece upper portion fixing bolt in 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.
CN201921770085.6U 2019-10-21 2019-10-21 Concrete structure wall body unilateral template structure Active CN210798994U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201921770085.6U CN210798994U (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
CN201921770085.6U CN210798994U (en) 2019-10-21 2019-10-21 Concrete structure wall body unilateral template structure

Publications (1)

Publication Number Publication Date
CN210798994U true CN210798994U (en) 2020-06-19

Family

ID=71232180

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201921770085.6U Active CN210798994U (en) 2019-10-21 2019-10-21 Concrete structure wall body unilateral template structure

Country Status (1)

Country Link
CN (1) CN210798994U (en)

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