CN214885478U - Template structure for one-step forming of floor slab and concrete flanging - Google Patents
Template structure for one-step forming of floor slab and concrete flanging Download PDFInfo
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- CN214885478U CN214885478U CN202121595986.3U CN202121595986U CN214885478U CN 214885478 U CN214885478 U CN 214885478U CN 202121595986 U CN202121595986 U CN 202121595986U CN 214885478 U CN214885478 U CN 214885478U
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- 230000003014 reinforcing effect Effects 0.000 claims abstract description 22
- 230000002787 reinforcement Effects 0.000 claims abstract description 19
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 8
- 239000010959 steel Substances 0.000 claims abstract description 8
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 27
- 229910052782 aluminium Inorganic materials 0.000 claims description 24
- 238000009415 formwork Methods 0.000 claims description 13
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 12
- 238000004513 sizing Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 21
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 6
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 238000009417 prefabrication Methods 0.000 abstract description 3
- 238000006073 displacement reaction Methods 0.000 description 7
- 238000000034 method Methods 0.000 description 6
- 239000004411 aluminium Substances 0.000 description 5
- 206010063659 Aversion Diseases 0.000 description 2
- 108010068370 Glutens Proteins 0.000 description 2
- 238000003912 environmental pollution Methods 0.000 description 2
- 235000021312 gluten Nutrition 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
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Abstract
The utility model relates to a construction equipment's technical field, concretely relates to a template structure for floor and concrete turn-ups one shot forming, including regularization template, first reinforcement and second reinforcement, the regularization template sets to pi style of calligraphy, including the template piece of two relative settings, the connecting piece and the floor reinforcing bar fixed connection of regularization template through setting up, and one side below that two template pieces deviate from mutually all is equipped with first reinforcement, and the top of two template pieces is connected with the second reinforcement. After the steel bars of the floor slab with the main structure are bound, concrete flanging steel bars are bound, the template structure is installed again, and concrete is poured for the last time. The factory prefabrication manufacturing efficiency of the Pi-shaped stereotyped template is high, and the one-time pouring of the concrete flanging and the main structure floor slab is realized through the factory prefabricated stereotyped template, so that the traditional secondary pouring construction method is replaced. The secondary pouring of concrete is avoided, the water seepage risk of the structure is reduced, and the integrity and the quality reliability of the structure are improved.
Description
Technical Field
The utility model relates to a construction equipment's technical field, concretely relates to a template structure for floor and concrete turn-ups one shot forming.
Background
With the development and popularization of commercial houses, the quality of life pursued by people is higher and higher, and water seepage often occurs in toilets and kitchens. In order to prevent water seepage, concrete flanges are required to be arranged on floor surfaces of toilets, kitchens and other buildings which have requirements on water resistance.
The traditional concrete flanging construction is that after the concrete construction of a main structure floor is finished, the concrete flanging construction is carried out, at the moment, the horizontal joint needs to be chiseled and cleaned according to the treatment method of the construction joint, then the steel bars are bound again, the templates are erected, the concrete at the joint is moistened, and then the flanging concrete is poured. If the treatment of construction joint is not standard, for example, the chisel hair is unsatisfactory or the clearance is not clean, the seepage risk of structure will improve greatly, and traditional method needs secondary concreting, and the construction process is loaded down with trivial details, and economic nature and quality reliability are not high.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a template structure for floor and concrete turn-ups one shot forming to solve the problem in the above-mentioned background art.
In order to realize the above-mentioned purpose, the utility model discloses a technical scheme provide a template structure for floor and concrete turn-ups one shot forming, including regularization template, first reinforcement and second reinforcement, the regularization template sets to pi style of calligraphy, including the template piece of two relative settings, the connecting piece and the floor reinforcing bar fixed connection of regularization template through setting up, two one side below that the template piece deviates from mutually all is equipped with first reinforcement, two the top of template piece is connected with the second reinforcement.
Furthermore, first reinforcement adopts turnbuckle, be equipped with the confession on the template spare the preformed hole that turnbuckle connects, turnbuckle one end is connected to on the floor reinforcing bar, and the other end is connected to on the preformed hole.
Furthermore, the second reinforcing part adopts angle aluminum, and two ends of the angle aluminum are respectively fixed on different template parts.
Furthermore, the two ends of the angle aluminum are respectively fixed on different template parts through the arranged pins.
Furthermore, the angle aluminum is a plurality of and the even portion is established on the regularization template.
Further, the bottom of template spare is equipped with the preformed hole, connecting piece one end injects in the preformed hole, the other end and floor reinforcing bar fixed connection.
Furthermore, the end of the connecting piece connected with the floor slab steel bar is sleeved with a reinforcing sleeve.
Further, the reinforcing sleeve is made of a PVC pipe.
The beneficial effects of the utility model reside in that:
1. after the steel bars of the floor slab with the main structure are bound, concrete flanging steel bars are bound, the template structure is installed again, and concrete is poured for the last time. The factory prefabrication manufacturing efficiency of the Pi-shaped stereotyped template is high, the construction method is simple, the assembly degree is further improved, and the construction speed is accelerated. The one-time pouring of the concrete flanging and the main structure floor slab is realized through the factory prefabricated sizing template, and the traditional secondary pouring construction method is replaced. The secondary pouring of concrete is avoided, the water seepage risk of the structure is reduced, and the integrity and the quality reliability of the structure are improved. Meanwhile, by adopting the structure, the bound stereotyped template is free from template deflection and displacement caused by treading and free from the phenomena of template transverse deformation and displacement and template floating during concrete pouring. The pi-shaped stereotyped template can be recycled, so that the construction economy is improved, and the environmental pollution is reduced.
2. The second reinforcing piece adopts angle aluminium, and angle aluminium is a plurality of and even portion establishes on regularization template. The angle aluminum is arranged above the Pi-shaped template at a certain distance, so that deformation displacement of the upper part of the template piece can be prevented when concrete is poured.
3. The angle aluminum is connected with the template piece through the pin, so that the angle aluminum and the template piece can be quickly installed.
4. The one end of connecting piece connection floor reinforcing bar is overlapped and is equipped with the reinforcement sleeve pipe, as support and prevent that the template spare installation from accomplishing the back because trample leads to the crooked aversion of template spare.
5. The reinforced sleeve adopts a PVC pipe which has good strength and light weight and is widely applied to the building industry.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the embodiments or the technical solutions in the prior art will be briefly described below, and it is obvious that the drawings in the following description are some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is a side view of a formwork structure for one-step forming of a floor slab and a concrete flange according to an embodiment of the present invention;
fig. 2 is the embodiment of the utility model provides a be used for floor and concrete turn-ups one shot forming's plan view of template structure.
Description of reference numerals:
1. shaping the template; 11. a template member; 2. a connecting member; 3. a turnbuckle; 4. an angle aluminum; 5. a pin; 6. a reinforcing sleeve; 7. and (5) floor slab reinforcing steel bars.
Detailed Description
The technical solution of the present invention will be described clearly and completely with reference to the accompanying drawings, and obviously, the described embodiments are some, but not all embodiments of the present invention. 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.
In the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Furthermore, the technical features mentioned in the different embodiments of the invention described below can be combined with each other as long as they do not conflict with each other.
Referring to fig. 1 and fig. 2, as the embodiment of the utility model provides a pair of a template structure for floor and concrete turn-ups one shot forming, including regularization template 1, first reinforcement and second reinforcement, the pi style of calligraphy is set to regularization template 1, including two relative template pieces 11 that set up, connecting piece 2 and floor reinforcing bar 7 fixed connection through setting up of regularization template 1, one side below that two template pieces 11 deviate from mutually all is equipped with first reinforcement, and the top of two template pieces 11 is connected with the second reinforcement. After finishing the binding of the main structure floor slab reinforcing steel bars 7, binding concrete flanging reinforcing steel bars, installing a template structure, and finally pouring concrete for one time. The factory prefabrication manufacturing efficiency of the Pi-shaped stereotyped template 1 is high, the construction method is simple, the assembly degree is further improved, and the construction speed is accelerated. The one-time pouring of the concrete flanging and the main structure floor slab is realized through the factory prefabricated stereotyped template 1, and the traditional secondary pouring construction method is replaced. The secondary pouring of concrete is avoided, the water seepage risk of the structure is reduced, and the integrity and the quality reliability of the structure are improved. Meanwhile, by adopting the structure, the bound stereotyped template 1 is free from template deflection displacement caused by treading and free from the phenomena of template transverse deformation displacement and template floating during concrete pouring. The pi-shaped stereotyped template 1 can be recycled, so that the construction economy is improved, and the environmental pollution is reduced.
Specifically, the bottom of template spare 11 is equipped with the preformed hole, and connecting piece 2 adopts the steel bar splice, and 2 one ends of connecting piece are inserted in the preformed hole, the other end and floor reinforcing bar 7 fixed connection. The end of the connecting piece 2 connected with the floor slab reinforcing steel bar 7 is sleeved with a reinforcing sleeve 6 which is used for supporting and preventing the template piece 11 from deflecting and shifting due to treading after the template piece 11 is installed. The reinforcing sleeve 6 is made of a PVC pipe. First reinforcement adopts turnbuckle 3, is equipped with the preformed hole that supplies turnbuckle 3 to connect on the template piece 11, and 3 one end of turnbuckle is connected to on floor reinforcing bar 7, and the other end is connected to on the preformed hole. The second reinforcing part adopts angle aluminum 4, and two ends of the angle aluminum 4 are respectively fixed on different template parts 11. In this embodiment, the pin 5 difference end that angle aluminium 4 both ends set up is fixed on different template spare 11, and angle aluminium 4 passes through pin 5 with template spare 11 and is connected, can realize quick installation between them. The angle aluminum 4 is provided in a plurality of uniform parts on the sizing die plate 1. The angle aluminum 4 is arranged above the Pi-shaped formwork at a certain distance, so that deformation displacement of the upper part of the formwork piece 11 during concrete pouring can be prevented. Through angle aluminium 4, pin 5, connecting piece 2, turnbuckle 3 and PVC pipe cooperation practicality, do not produce template lateral deformation displacement and template come-up phenomenon when guaranteeing not producing crooked aversion of template and concrete placement because of trampling after the ligature is accomplished. By adopting the structure and the construction mode, the concrete construction joint is avoided, the structure leakage risk is reduced, the construction processes such as scabbling and cleaning are reduced, compared with the traditional method, the construction speed is accelerated, and the structure economy and the quality reliability are improved.
The implementation process of the embodiment is as follows: after finishing the binding of the main structure floor slab reinforcing steel bars 7, binding concrete flanging reinforcing steel bars, installing a template structure, and finally pouring concrete for one time. Wherein, if the concrete flanging is not provided with the reinforcing bars, the binding can be avoided.
The template structure comprises the following parts: the device comprises a pi-shaped stereotyped template 1, angle aluminum 4, pins 5, a reinforcing steel bar head, turn buckle screws 3 and PVC pipes; an angle aluminum 4 is arranged above the pi-shaped stereotyped template 1 at intervals and serves as a measure for preventing the upper part of the template from transversely deforming and displacing, the angle aluminum 4 is connected with the pi-shaped stereotyped template 1 through a pin 5, a reinforcing steel bar head is inserted into a reserved hole below the pi-shaped stereotyped template 1, and the other end of the reinforcing steel bar head is connected with floor slab gluten in a binding mode. Meanwhile, the back plate is connected with a reserved hole on the back edge of the Pi-shaped stereotyped template 1 through a turnbuckle 3 and gluten binding; when the formwork is poured, the PVC pipe is added at the reinforcing steel bar head to serve as a support to prevent the formwork from deflecting and shifting due to treading after the formwork is installed.
The embodiment of this specific implementation mode is the preferred embodiment of the present invention, not limit according to this the utility model discloses a protection scope, so: all equivalent changes made according to the structure, shape and principle of the utility model are covered within the protection scope of the utility model.
Claims (8)
1. The utility model provides a template structure for floor and concrete turn-ups one shot forming, a serial communication port, including regularization template (1), first reinforcement and second reinforcement, pi style of calligraphy is set to regularization template (1), including two relative template spare (11) that set up, connecting piece (2) and floor reinforcing bar (7) fixed connection, two through setting up in regularization template (1) one side below that template spare (11) deviate from mutually all is equipped with first reinforcement, two the top of template spare (11) is connected with the second reinforcement.
2. The formwork structure for one-step forming of the flange of the floor slab and the concrete according to claim 1, wherein the first reinforcing member is a turnbuckle (3), the formwork member (11) is provided with a reserved hole for connecting the turnbuckle (3), one end of the turnbuckle (3) is connected to the reinforcing steel bar (7) of the floor slab, and the other end of the turnbuckle is connected to the reserved hole.
3. The formwork structure for one-step forming of floor slabs and concrete flanges according to claim 1, wherein the second reinforcing member is an angle aluminum (4), and two ends of the angle aluminum (4) are respectively fixed on different formwork members (11).
4. The formwork structure for once-through forming of floor slabs and concrete flanges according to claim 3, wherein the two ends of the angle aluminum (4) are respectively fixed on different formwork pieces (11) through the arranged pins (5).
5. The form structure for once forming of floor and concrete flanges according to claim 3, characterized in that the angle aluminum (4) is provided in plurality and in uniform part on the sizing form (1).
6. A form structure for floor and concrete flanging one-step forming according to claim 1, characterized in that the bottom end of the form member (11) is provided with a reserved hole, one end of the connecting member (2) is inserted into the reserved hole, and the other end is fixedly connected with the floor steel bar (7).
7. A form structure for floor and concrete flanging at one time according to claim 6, characterized in that the end of the connecting piece (2) connecting the floor slab reinforcing steel bar (7) is sleeved with a reinforcing sleeve (6).
8. A formwork structure for floor and concrete flanging in one go according to claim 7, characterized in that the reinforcing sleeve (6) is made of PVC pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121595986.3U CN214885478U (en) | 2021-07-13 | 2021-07-13 | Template structure for one-step forming of floor slab and concrete flanging |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121595986.3U CN214885478U (en) | 2021-07-13 | 2021-07-13 | Template structure for one-step forming of floor slab and concrete flanging |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214885478U true CN214885478U (en) | 2021-11-26 |
Family
ID=78928227
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121595986.3U Active CN214885478U (en) | 2021-07-13 | 2021-07-13 | Template structure for one-step forming of floor slab and concrete flanging |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214885478U (en) |
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2021
- 2021-07-13 CN CN202121595986.3U patent/CN214885478U/en active Active
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