CN208918266U - One kind exempting from support formula steel plate post-cast strip template structure system - Google Patents
One kind exempting from support formula steel plate post-cast strip template structure system Download PDFInfo
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- CN208918266U CN208918266U CN201821488172.8U CN201821488172U CN208918266U CN 208918266 U CN208918266 U CN 208918266U CN 201821488172 U CN201821488172 U CN 201821488172U CN 208918266 U CN208918266 U CN 208918266U
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Abstract
The utility model discloses one kind to exempt from support formula steel plate post-cast strip template structure system, including the reinforcing bar being anchored between two floors and the steel plate being set between two floors, the steel-bar arrangement is in the top of the steel plate, the two sides of the steel plate are equipped with the flange being folded upward at, the steel plate is respectively welded steel wire on the position of two sides, multiple reinforcing bar hanging rings are additionally provided between two floors and the corresponding side of the steel plate, one end of the reinforcing bar hanging ring has the side bent downward, the bottom of this side and the steel plate weld, multiple lattice frames are additionally provided between each reinforcing bar and the steel plate, the both ends of the lattice frame are bent downward, the bottom of two bending edge of lattice frame welds together with the steel plate, the top margin of the lattice frame is together with the corresponding reinforcement welding.The utility model construction is convenient, process is simple, and post-cast strip is avoided to leak, and saves construction cost, shortens the construction time.
Description
Technical field
The utility model belongs to post-cast strip pouring construction equipment technical field, in particular to one kind exempts from support formula steel plate post-cast strip
Formwork structure system.
Background technique
It is to prevent monolithic reinforced concrete structure since autogenous shrinkage is uneven or settles not that post-cast strip, which is in construction,
Issuable harmful cracks, according to be related to or job specfication requirement, stay what is set to face in sole plate, wall, beam corresponding position
When construction joint.Need supporting module when post empiricism, i.e., post-cast strip width two sides installation template by the concrete of two sides every
It opens.For the post empiricism of floor, plate face has usually tied up two layers of reinforcing bar, and installing for conventional template is synchronous with tying up for reinforcing bar
It carries out, at least must just install alter-pouring strips mould plate after the completion of lower layer's binding reinforcing bars.Traditional floor slab back casting is installed with template
Be more troublesome, and in traditional post-cast strip strut-framed steel pipe template system, after the completion of post empiricism must form removal, lead
Cause it is existing process is tedious, puts into that larger and mass effect is undesirable, therefore, it is necessary to provide a kind of new alter-pouring strips mould plate solution
Certainly above-mentioned technical problem.
Utility model content
After simply exempting from support formula steel plate the purpose of this utility model is to provide a kind of firm supporting, convenient, process of constructing
Pour band formwork structure system.
In order to achieve the above object, the solution of the utility model is:
One kind exempts from support formula steel plate post-cast strip template structure system, the reinforcing bar being anchored between two floors including more and sets
The steel plate being placed between two floors, it is characterised in that: length direction laid out in parallel of the more reinforcing bars along floor, more institutes
Steel-bar arrangement is stated in the top of the steel plate, the two sides of the steel plate are respectively equipped with the flange being folded upward at, and the two of the steel plate
End is respectively placed on corresponding floor, and the steel plate is respectively welded steel wire on the position of the corresponding flange,
The both ends of each reinforcing bar both pass through the upper end of the corresponding steel wire, between two floors and the corresponding side of the steel plate also
Multiple reinforcing bar hanging rings are provided with, the lower section of the corresponding reinforcing bar is arranged in each reinforcing bar hanging ring, and each reinforcing bar is hung
One end of ring has the side that bends downward, and the bottom of this side and the steel plate weld, each reinforcing bar and described
Multiple lattice frames are additionally provided between steel plate, the both ends of the lattice frame are bent downward, the bottom of two bending edge of lattice frame
Portion welds together with the steel plate, and the top margin of the lattice frame is together with the corresponding reinforcement welding.
A kind of preferred embodiment as the utility model: the both ends of each reinforcing bar are anchored in respectively in corresponding floor
And the hook solid that is in U-shape.
A kind of preferred embodiment as the utility model: the steel wire is placed along the length direction of the steel plate.
A kind of preferred embodiment as the utility model: multiple reinforcing bar hanging rings along the steel plate length direction with
The reinforcing bar is arranged in a one-to-one correspondence, and there is each reinforcing bar hanging ring the part for anchoring into the floor with the reinforcing bar to be arranged in parallel
Another side, one end that this described other side side anchor enters floor is in U-shape hook solid.
A kind of preferred embodiment as the utility model: multiple lattice frames are set along the length direction of the steel plate
It sets.
A kind of preferred embodiment as the utility model: the bottom surface of the steel plate is equipped with antirust coat.
After adopting the above structure, the utility model one kind exempts from support formula steel plate post-cast strip template structure system, in use, by steel
Flange is turned up in plate two sides, anchors into steel plate in floor first time concreting, the seepage control measure as post empiricism seam.With
Traditional late poured band structure is compared, and is connected floor and steel plate by reinforcing bar hanging ring respectively in the utility model, is connected by lattice frame
Reinforcing bar and steel plate are connect, i.e., stiffness structure is formed by reinforcing bar hanging ring and lattice frame, utilizes the anchoring tensile capacity of stiffness structure
Fixation steel plate so that steel plate preferably bears the construction loads of post-cast strip concrete, and eliminate conventional template install with
Reinforcing bar is tied up, and is formd one kind and is exempted from support formula steel plate post-cast strip template structure system, guarantees the structure formed after casting concrete
Plate boundary line is straight, bottom surface is smooth, apparent good, and be attached directly under structural slab can be in order to avoid demoulding, nor affects on use to steel plate
Function and security function.Using steel plate as template, the installation and reinforcing of steel wire of being more convenient for form complete alter-pouring strips mould plate
System.The utility model construction is convenient, process is simple, and post-cast strip is avoided to leak, and saves construction cost, shortens the construction time.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model.
It is as follows that correspondence is indicated in figure: floor 1, L-type shallow slot 11, reinforcing bar 2, steel plate 3, steel wire 4, reinforcing bar hanging ring 5, the first side
Side 51, second side 52, lattice frame 6, bending edge 61, top margin 62.
Specific embodiment
In order to which the technical solution of the utility model is explained further, below by specific embodiment come to the utility model into
Row elaborates.
The utility model one kind exempts from support formula steel plate post-cast strip template structure system, as shown in Figure 1, including more is anchored in two
Reinforcing bar 2 between floor 1 and the steel plate 3 being set between two floors 1, this more reinforcing bars 2 along floor 1 length direction simultaneously
Column arrangement, more reinforcing bars 2 are set to the top of steel plate 3, and the both ends of each reinforcing bar 2 are anchored in corresponding floor 1 respectively and in U
Shape hook solid enables reinforcing bar 2 to be firmly installed between floor 1.
The two sides of steel plate 3, which are respectively equipped with, is folded upward at flange at right angle, and each floor 1 is distinguished on the side of steel plate 3
Equipped with L shape shallow slot 11, the both ends of steel plate 3 are respectively placed on corresponding L shape shallow slot 11, and the flange of steel plate 3 and corresponding building
The L shape shallow slot 11 of plate 1 fits.Steel plate 3 is respectively welded steel wire 4 on the position of corresponding flange, steel wire 4 along
The length direction of steel plate 3 is placed, and the both ends of each reinforcing bar 2 both pass through the upper end of corresponding steel wire 4.
Steel plate 3 is the steel plate of 2mm thickness, to steel plate 3 be exposed to outer one side (bottom surface of steel plate 3 i.e. as shown in Figure 1) into
Row antirust treatment, this antirust treatment is anti-corrosion treatment process well known in the art, so that the bottom surface of steel plate 3 is formed with antirust coat.
Multiple reinforcing bar hanging rings 5 are additionally provided between each floor 1 and the corresponding side of steel plate 3, reinforcing bar hanging ring 5 uses φ 12mm
Reinforcement fabrication form, this multiple reinforcing bar hanging ring 5 is arranged in a one-to-one correspondence along the length direction of steel plate 3 with reinforcing bar 2, each reinforcing bar
The lower section of corresponding reinforcing bar 2 is arranged in hanging ring 5, and there is each reinforcing bar hanging ring 5 part for anchoring into floor 1 with reinforcing bar 2 to be arranged in parallel
First side 51, one end of this first side 51 is in U-shape hook solid, and the fixation of first side 51 is threaded through corresponding floor 1
Among, the other end of each first side 51, which is connected with, bends downward shape second side 52 at right angle, the bottom of each second side 52
Portion welds together with steel plate 3, and the second side 52 of each reinforcing bar hanging ring 5 is located between steel wire 4 and corresponding floor 1.
The lattice frame 6 that multiple length directions along steel plate 3 are arranged, floor are additionally provided between each reinforcing bar 2 and steel plate 3
1 is symmetricly set on the two sides of lattice frame 6, and lattice frame 6 is formed using the reinforcement fabrication of φ 12mm, and the both ends of lattice frame 6 are downward
Be bent into right angle, the bottom of each 6 liang of bending edges 61 of lattice frame welds together with steel plate 3, the top margin 62 of lattice frame 6 with
Corresponding reinforcing bar 2 welds together.
After adopting the above structure, the utility model one kind exempts from support formula steel plate post-cast strip template structure system, in use, by steel
3 two sides of plate are folded up flange, anchor into steel plate 3 in floor 1 first time concreting, the antiseepage as post empiricism seam
Measure.Compared with traditional late poured band structure, floor 1 and steel plate 3 are connected by reinforcing bar hanging ring 5 respectively in the utility model, led to
It crosses lattice frame 6 and connects reinforcing bar 2 and steel plate 3, i.e., stiffness structure is formed by reinforcing bar hanging ring 5 and lattice frame 6, utilize stiffness structure
Tensile capacity fixation steel plate 3 is anchored, so that steel plate 3 preferably bears the construction loads of post-cast strip concrete, and eliminates biography
Installing for template of system and tying up for reinforcing bar form one kind and exempt from support formula steel plate post-cast strip template structure system, and guarantee pours coagulation
The structural slab boundary line formed after soil is straight, bottom surface is smooth, apparent good, and be attached directly under structural slab can be in order to avoid tear open for steel plate 3
Mould is nor affected on using function and security function.Template, the installation and reinforcing of steel wire 4 of being more convenient for, shape are used as using steel plate 3
At complete alter-pouring strips mould plate system.In addition, the external coating antirust coat in the bottom of steel plate 3 is exempted from for protecting 3 surface of steel plate
It is corroded by the external world, decoration steel plate 3.Therefore, the utility model construction is convenient, process is simple, and post-cast strip is avoided to leak, and saves
Construction cost shortens the construction time.
The utility model is described in detail above in conjunction with attached drawing, but the embodiments of the present invention and not only
It is limited to above embodiment, those skilled in the art can make various modifications to the utility model according to the prior art, these
Belong to the protection scope of the utility model.
Claims (6)
1. one kind exempts from support formula steel plate post-cast strip template structure system, the reinforcing bar being anchored between two floors including more and setting
Steel plate between two floors, it is characterised in that: the more reinforcing bars along floor length direction laid out in parallel, described in more
For steel-bar arrangement in the top of the steel plate, the two sides of the steel plate are respectively equipped with the flange being folded upward at, the both ends of the steel plate
It is respectively placed on corresponding floor, the steel plate is respectively welded steel wire on the position of the corresponding flange, respectively
The both ends of a reinforcing bar both pass through the upper end of the corresponding steel wire, also set between two floors and the corresponding side of the steel plate
Multiple reinforcing bar hanging rings are equipped with, the lower section of the corresponding reinforcing bar, each reinforcing bar hanging ring is arranged in each reinforcing bar hanging ring
One end there is the side that bends downward, the bottom of this side and the steel plate weld, each reinforcing bar and the steel
Multiple lattice frames are additionally provided between plate, the both ends of the lattice frame are bent downward, the bottom of two bending edge of lattice frame
Weld together with the steel plate, the top margin of the lattice frame is together with the corresponding reinforcement welding.
2. one kind according to claim 1 exempts from support formula steel plate post-cast strip template structure system, it is characterised in that: described in each
The both ends of reinforcing bar are anchored in corresponding floor respectively and the hook solid that is in U-shape.
3. one kind according to claim 1 exempts from support formula steel plate post-cast strip template structure system, it is characterised in that: the steel wire
Net is placed along the length direction of the steel plate.
4. one kind according to claim 2 exempts from support formula steel plate post-cast strip template structure system, it is characterised in that: multiple described
Reinforcing bar hanging ring is arranged in a one-to-one correspondence along the length direction of the steel plate with the reinforcing bar, and each reinforcing bar hanging ring has and institute
Part another side disposed in parallel that reinforcing bar anchors into the floor is stated, one end that this described other side side anchor enters floor is in U-shape
Hook solid.
5. one kind according to claim 1 exempts from support formula steel plate post-cast strip template structure system, it is characterised in that: multiple described
Lattice frame is arranged along the length direction of the steel plate.
6. one kind according to claim 1 exempts from support formula steel plate post-cast strip template structure system, it is characterised in that: the steel plate
Bottom surface be equipped with antirust coat.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821488172.8U CN208918266U (en) | 2018-09-12 | 2018-09-12 | One kind exempting from support formula steel plate post-cast strip template structure system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821488172.8U CN208918266U (en) | 2018-09-12 | 2018-09-12 | One kind exempting from support formula steel plate post-cast strip template structure system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208918266U true CN208918266U (en) | 2019-05-31 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821488172.8U Active CN208918266U (en) | 2018-09-12 | 2018-09-12 | One kind exempting from support formula steel plate post-cast strip template structure system |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112160430A (en) * | 2020-09-03 | 2021-01-01 | 中建三局集团有限公司 | Novel water-blocking formwork-free post-cast strip system and construction method thereof |
| CN115450420A (en) * | 2022-10-20 | 2022-12-09 | 上海建工一建集团有限公司 | Floor post-cast strip disassembly-free template system and construction method thereof |
-
2018
- 2018-09-12 CN CN201821488172.8U patent/CN208918266U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112160430A (en) * | 2020-09-03 | 2021-01-01 | 中建三局集团有限公司 | Novel water-blocking formwork-free post-cast strip system and construction method thereof |
| CN115450420A (en) * | 2022-10-20 | 2022-12-09 | 上海建工一建集团有限公司 | Floor post-cast strip disassembly-free template system and construction method thereof |
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