CN208219873U - Cast-in-place concrete floor roof post-cast strip and construction joint side form shaping equipment - Google Patents
Cast-in-place concrete floor roof post-cast strip and construction joint side form shaping equipment Download PDFInfo
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- CN208219873U CN208219873U CN201820125410.2U CN201820125410U CN208219873U CN 208219873 U CN208219873 U CN 208219873U CN 201820125410 U CN201820125410 U CN 201820125410U CN 208219873 U CN208219873 U CN 208219873U
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- Prior art keywords
- strip
- cast
- shaped hole
- floor roof
- post
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Abstract
The utility model provides a kind of cast-in-place concrete floor roof post-cast strip and construction joint side form shaping equipment, belong to construction engineering technical field, including several pieces of end to end metal plates, metal plate is L-type plate, the long leg of metal plate is equipped at intervals with several strip-shaped holes along its length, the bottom of strip-shaped hole is hatch frame, only slurry cap is equipped in strip-shaped hole, the outside of long leg is equipped with netted protrusion, the short leg of metal plate is equipped at intervals with several via holes along its length, and the reinforcing member for metal plate to be fixed on to alter-pouring strips mould plate is equipped in via hole.Cast-in-place concrete floor roof provided by the utility model post-cast strip and construction joint side form shaping equipment, it is convenient for disassembly and assembly, it can reuse, it is fixed by two layers reinforcing bar of the strip-shaped hole to floor roof, strip-shaped hole is blocked with only slurry cap, mortar leakage prevention is also prevented from the overlapping of upper and lower level reinforcing bar, the netted protrusion of metal plate side wall setting makes concrete formation rear wall be thought of as concaveconvex structure, reduces the later period and picks chisel.
Description
Technical field
The utility model belongs to construction engineering technical field, is to be related to a kind of cast-in-place concrete floor top more specifically
Board post poured band and construction joint side form shaping equipment.
Background technique
The cast-in-place floor roof thickness of architectural engineering reinforced concrete structure is generally in 80mm between 150mm, most top plates
With a thickness of 120mm, because post-cast strip or flowing water section are divided, there are construction joints, and side template peace need to be carried out when concrete roof pours
Dress.Because the reason of bar spacing and slab thickness, template is difficult to install, reinforce loosely, majority is using flitch or simple receipts
Mouth net installation, there are bottom layer of the reinforcing steel protective layer position spillages after installation；Because spacing controls improper, often appearance between two layers of reinforcing bar
Upper layer and lower layer reinforcing bar side by side the phenomenon that, cause the later period rectification it is extremely difficult；Side template is removed time-consuming；Perception is poor after dismounting,
It is difficult to pick chisel, cleaning does not easily lead to top plate leak after casting concrete completely；Material after dismounting cannot reuse, and cause material
The waste of material.
Utility model content
The purpose of this utility model is to provide a kind of cast-in-place concrete floor roof post-cast strips and construction joint side form to be formed
Device, to solve the above technical problems.
It is poured after a kind of in order to achieve the above purposes, the technical solution adopted by the utility model is: cast-in-place concrete floor roof
Band and construction joint side form shaping equipment, including several pieces of end to end metal plates, the metal plate is L-type plate, the metal
The long leg of plate is equipped at intervals with several perpendicular to the strip-shaped hole of floor roof along its length, and the strip-shaped hole is opening court
Under U-shaped hole, be equipped with only slurry cap in the strip-shaped hole, the outside of the long leg is equipped with netted protrusion, the metal plate it is short
Edge is equipped at intervals with several via holes along its length, is equipped in the via hole for the metal plate to be fixed on post-cast strip
The reinforcing member of template.
Further, the width of the strip-shaped hole is identical as the outer diameter of floor roof reinforcing bar, sets at the top of the strip-shaped hole
It is arc-shaped.
Further, the reinforcing member is flexibly connected with the via hole.
Further, the reinforcing member be U-shaped part, the reinforcing member on one side pass through the via hole setting, another side with
The aperture of alter-pouring strips mould plate cooperates.
Further, the only slurry cap is flexibly connected with the strip-shaped hole.
Further, the only slurry cap is flexible piece, in two sides that the only slurry cap is contacted with the strip-shaped hole
Portion's width and of same size, both ends the width of the strip-shaped hole are greater than the width of the strip-shaped hole.
Further, through slot and lower through slot are respectively equipped at the top and bottom of the only slurry cap.
Further, the only slurry cap is rubber parts.
The beneficial effect of cast-in-place concrete floor roof provided by the utility model post-cast strip and construction joint side form shaping equipment
Fruit is: compared with prior art, the utility model cast-in-place concrete floor roof post-cast strip and construction joint side form shaping equipment,
Metal plate is installed additional by the construction joint position in post-cast strip and flowing water section, and metal plate is convenient for disassembly and assembly using insertion installation, can be with
Recycling, is fixed by two layers of reinforcing bar of the strip-shaped hole to floor roof, is blocked, is prevented to strip-shaped hole with only slurry cap
Spillage, is also prevented from the overlapping of upper and lower level reinforcing bar, and the netted protrusion of metal plate side wall setting makes concrete formation rear wall be thought of as bumps
Structure reduces the later period and picks chisel.
Detailed description of the invention
It, below will be to embodiment or the prior art in order to illustrate more clearly of the technical scheme in the embodiment of the utility model
Attached drawing needed in description is briefly described, it should be apparent that, the accompanying drawings in the following description is only that this is practical new
Some embodiments of type for those of ordinary skill in the art without any creative labor, can be with
It obtains other drawings based on these drawings.
Fig. 1 is cast-in-place concrete floor roof provided by the embodiment of the utility model post-cast strip and construction joint side form sizing dress
The structural schematic diagram set；
Fig. 2 is cast-in-place concrete floor roof provided by the embodiment of the utility model post-cast strip and construction joint side form sizing dress
The metal plate structure schematic diagram set；
Fig. 3 is cast-in-place concrete floor roof provided by the embodiment of the utility model post-cast strip and construction joint side form sizing dress
The only slurry cap structure schematic diagram set；
Fig. 4 is the reinforcing member knot of cast-in-place concrete floor roof shown in Fig. 3 post-cast strip and construction joint side form shaping equipment
Structure schematic diagram；
Wherein, each appended drawing reference in figure:
1- short leg；2- long leg；3- strip-shaped hole；4- via hole；5- reinforcing member；6- only starches cap；The upper through slot of 61-；Lead under 62-
Slot；The netted protrusion of 7-.
Specific embodiment
In order to which technical problem to be solved in the utility model, technical solution and beneficial effect is more clearly understood, with
Lower combination accompanying drawings and embodiments, the present invention will be further described in detail.It should be appreciated that specific reality described herein
It applies example to be only used to explain the utility model, is not used to limit the utility model.
It should be noted that it can be directly another when element is referred to as " being fixed on " or " being set to " another element
On one element or indirectly on another element.When an element is known as " being connected to " another element, it can
To be directly to another element or be indirectly connected on another element.
It is to be appreciated that term " length ", " width ", "upper", "lower", "front", "rear", "left", "right", "vertical",
The orientation or positional relationship of the instructions such as "horizontal", "top", "bottom" "inner", "outside" is that orientation based on the figure or position are closed
System, is merely for convenience of describing the present invention and simplifying the description, rather than the device or element of indication or suggestion meaning are necessary
It with specific orientation, is constructed and operated in a specific orientation, therefore should not be understood as limiting the present invention.
In addition, term " first ", " second " are used for descriptive purposes only and cannot be understood as indicating or suggesting relative importance
Or implicitly indicate the quantity of indicated technical characteristic.Define " first " as a result, the feature of " second " can be expressed or
Implicitly include one or more of the features." multiple ", " several " are meant that two in the description of the present invention,
It is a or more than two, unless otherwise specifically defined.
Also referring to Fig. 1 and Fig. 2, now to cast-in-place concrete floor roof provided by the utility model post-cast strip and construction
Seam side form shaping equipment is illustrated.Cast-in-place concrete floor roof post-cast strip and construction joint side form shaping equipment, including it is several
Block metal plate, the length of metal plate are 1 meter, according to the division of the length of construction joint and flowing water section, are set metal plate is end to end
It sets, and last block metal plate is cut, the length after docking metal plate is exactly equal to the length of construction joint, metal plate
Instead of conventional template.Metal plate processes l-shaped, and wherein the short leg 1 of L-type metal plate is horizontally disposed, and long leg 2 is set vertically
It sets, the width of long leg 2 is set as identical as floor roof thickness, several bar shapeds are arranged in the length direction interval along long leg 2
The spacing in hole 3, strip-shaped hole 3 is arranged according to the bar spacing of floor roof, and the bottom of strip-shaped hole 3 is set as the U-shaped hole that Open Side Down
Long leg 2 is inserted into post-cast strip side wall, 1 direction of short leg is reserved in inside, i.e., after floor roof reinforcing bar is bound by structure
Post-cast strip side, metal plate are sequentially inserted into, and every piece of metal plate is end to end after the completion of insertion, and in the spelling of adjacent two pieces of metal plates
It is blocked at seam using sponge strip, the piece spillage of two pieces of metal plates when effectivelying prevent floor roof casting concrete.Long side
The strip-shaped hole 3 in portion 2 plays the role of fixed steel bars.Three via holes 4 are opened up at the interval of short leg 1, via hole 4 is round hole, according to
The via hole 4 that short leg 3 opens up is punched in alter-pouring strips mould plate, and the aperture of alter-pouring strips mould plate aperture is identical as the aperture of via hole 4, uses
Metal plate and alter-pouring strips mould plate are fixed reinforcing member 5, it should be noted that 4 quantity of via hole that short leg 1 opens up is unlimited
In three, it is configured according to site operation situation.Only slurry cap 6 is filled in strip-shaped hole 3, prevents floor roof casting concrete
When metal plate occur spillage phenomenon, while only slurry cap 6 play the role of support top bars, prevent upper and lower level reinforcing bar from overlapping
Together.It is arranged netted raised 7 in the outside of long leg 2, forms rough male and fomale(M&F) after the completion of floor roof pours, avoid
Later period picks chisel and cleaning work, and netted raised 7 can use meshy steel wire, and meshy steel wire and long leg 2 use welding manner
It is fixed.Metal plate is removed after the intensity of floor roof concrete reaches requirement, will only starch cap 6 first from strip-shaped hole 3
It removes, extracts metal plate then up, metal plate may be repeated utilization after removing.
Cast-in-place concrete floor roof provided by the utility model post-cast strip and construction joint side form shaping equipment, with existing skill
Art is compared, and installs metal plate additional by the construction joint position in post-cast strip and flowing water section, metal plate is installed using insertion, dismounting side
Just, it can reuse, be fixed by two layers reinforcing bar of the strip-shaped hole to floor roof, strip-shaped hole is sealed with only slurry cap
Stifled, mortar leakage prevention is also prevented from the overlapping of upper and lower level reinforcing bar, and the netted protrusion of metal plate side wall setting thinks concrete formation rear wall
At concaveconvex structure, reduces the later period and pick chisel.
Further, referring to Fig. 2, as cast-in-place concrete floor roof provided by the utility model post-cast strip and construction
A kind of specific embodiment of side form shaping equipment is stitched, the reinforcing bar outer diameter of the Kong Kuanyu floor roof of strip-shaped hole 3 is identical, in long side
After portion 2 is inserted into post-cast strip side wall, strip-shaped hole 3 is just connected on the outside of reinforcing bar, and the top of strip-shaped hole 3 is set as arc-shaped, arc-shaped
Diameter it is identical as roof steel bar outer diameter, after long leg 2 is inserted in place, top bars be just connected to strip-shaped hole 3 top position
It sets, and is bonded with the top of strip-shaped hole 3.
Further, referring to Fig. 1, as cast-in-place concrete floor roof provided by the utility model post-cast strip and construction
A kind of specific embodiment of side form shaping equipment is stitched, reinforcing member 5 is knockdown pieces, is poured after the long leg 2 of metal plate is inserted into
Band side wall, and after the position aperture that post-cast strip corresponds to the via hole 4 of short leg 1, then reinforcing member 5 is inserted into via hole 4 and is reinforced.
Further, refering to fig. 1 and Fig. 4, as cast-in-place concrete floor roof provided by the utility model post-cast strip and
A kind of specific embodiment of construction joint side form shaping equipment, reinforcing member 5 are U-shaped part, and U-shaped part passes through short leg 1 on one side
Via hole, another side pass through the aperture of alter-pouring strips mould plate, and U-shaped part is inserted into from the top of short leg 1, and the bottom of U-shaped part passes through floor
Top plate after reinforcing member 5 fixes metal plate and alter-pouring strips mould plate, is bound secured with iron wire.
Further, referring to Fig. 1, as cast-in-place concrete floor roof provided by the utility model post-cast strip and construction
Stitch a kind of specific embodiment of side form shaping equipment, it is detachable with respect to strip-shaped hole 3 only to starch cap 6,2 grafting of long leg in place
Afterwards, only slurry cap 6 is embedded in strip-shaped hole 3 from the side of long leg 2, realizes the closure to strip-shaped hole 3, prevents from pouring in floor roof
In Concrete, spillage occurs for strip-shaped hole 3.
Further, referring to Fig. 3, as cast-in-place concrete floor roof provided by the utility model post-cast strip and construction
The two sidewalls spacing that only slurry cap 6 is contacted with strip-shaped hole is set as middle ware by a kind of specific embodiment for stitching side form shaping equipment
Cap 6 is only starched away from the width for being slightly larger than strip-shaped hole 3 with the of same size of strip-shaped hole 3, both ends spacing, and using flexible material production,
In only slurry cap 6 insertion strip-shaped hole, only strip-shaped hole 3 will be pressed by slurry cap 6 with external force, after only slurry cap 6 is installed in place, only starches cap 6
Two sides are close to the two sides of strip-shaped hole 3, keep the connection for only starching cap 6 and strip-shaped hole 3 closer.
Further, refering to Fig. 3, as cast-in-place concrete floor roof provided by the utility model post-cast strip and construction joint
A kind of specific embodiment of side form shaping equipment, the top and bottom for only starching cap 6 are equipped with through slot, wherein being located at the upper of top
Through slot 61 is matched with strip-shaped hole 3, and composition accommodates the steel bar groove of top bars, and the lower through slot 62 positioned at bottom is as receiving lower layer
The steel bar groove of reinforcing bar.
Further, it is formed as cast-in-place concrete floor roof provided by the utility model post-cast strip and construction joint side form
A kind of specific embodiment of device is only starched cap 6 and is made of rubber material, and it is fine that rubber, which has stronger retractility,
Flexible material, while the leak-stopping function of not influencing only to starch cap 6, be more convenient only starch cap 6 installation and removal.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this
Made any modifications, equivalent replacements, and improvements etc., should be included in the utility model within the spirit and principle of utility model
Protection scope within.
Claims (8)
1. cast-in-place concrete floor roof post-cast strip and construction joint side form shaping equipment, it is characterised in that: including end to end
Several pieces of metal plates, the metal plate are L-type plate, and the long leg of the metal plate is equipped at intervals with several along its length and hangs down
Directly in the strip-shaped hole of floor roof, the strip-shaped hole is downward opening U-shaped hole, and only slurry cap is equipped in the strip-shaped hole, described
The outside of long leg is equipped with netted protrusion, and the short leg of the metal plate is equipped at intervals with several via holes, institute along its length
State the reinforcing member being equipped in via hole for the metal plate to be fixed on to alter-pouring strips mould plate.
2. cast-in-place concrete floor roof as described in claim 1 post-cast strip and construction joint side form shaping equipment, feature exist
In: the width of the strip-shaped hole is identical as the outer diameter of floor roof reinforcing bar, is set as arc-shaped at the top of the strip-shaped hole.
3. cast-in-place concrete floor roof as described in claim 1 post-cast strip and construction joint side form shaping equipment, feature exist
In: the reinforcing member is flexibly connected with the via hole.
4. cast-in-place concrete floor roof as claimed in claim 3 post-cast strip and construction joint side form shaping equipment, feature exist
In: the reinforcing member is U-shaped part, and the reinforcing member passes through opening for via hole setting, another side and alter-pouring strips mould plate on one side
Hole cooperation.
5. cast-in-place concrete floor roof as described in claim 1 post-cast strip and construction joint side form shaping equipment, feature exist
In: the only slurry cap is flexibly connected with the strip-shaped hole.
6. cast-in-place concrete floor roof as described in claim 1 post-cast strip and construction joint side form shaping equipment, feature exist
In: the only slurry cap is flexible piece, the middle part width and the item of two sides that the only slurry cap is contacted with the strip-shaped hole
Of same size, both ends the width in shape hole are greater than the width of the strip-shaped hole.
7. cast-in-place concrete floor roof as claimed in any one of claims 1 to 6 post-cast strip and construction joint side form shaping equipment,
It is characterized by: being respectively equipped with through slot and lower through slot at the top and bottom of the only slurry cap.
8. cast-in-place concrete floor roof as claimed in claim 6 post-cast strip and construction joint side form shaping equipment, feature exist
In: the only slurry cap is rubber parts.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820125410.2U CN208219873U (en) | 2018-01-24 | 2018-01-24 | Cast-in-place concrete floor roof post-cast strip and construction joint side form shaping equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820125410.2U CN208219873U (en) | 2018-01-24 | 2018-01-24 | Cast-in-place concrete floor roof post-cast strip and construction joint side form shaping equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208219873U true CN208219873U (en) | 2018-12-11 |
Family
ID=64533476
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820125410.2U Expired - Fee Related CN208219873U (en) | 2018-01-24 | 2018-01-24 | Cast-in-place concrete floor roof post-cast strip and construction joint side form shaping equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208219873U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113090015A (en) * | 2021-04-14 | 2021-07-09 | 中冶建工集团有限公司 | Beam plate post-cast strip formwork supporting method |
-
2018
- 2018-01-24 CN CN201820125410.2U patent/CN208219873U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113090015A (en) * | 2021-04-14 | 2021-07-09 | 中冶建工集团有限公司 | Beam plate post-cast strip formwork supporting method |
| CN113090015B (en) * | 2021-04-14 | 2022-10-25 | 中冶建工集团有限公司 | Beam plate post-cast strip formwork supporting method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181211 Termination date: 20220124 |