CN212176559U - Cast-in-place area template reinforcing clamp between assembled structure - Google Patents
Cast-in-place area template reinforcing clamp between assembled structure Download PDFInfo
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- CN212176559U CN212176559U CN202020268786.6U CN202020268786U CN212176559U CN 212176559 U CN212176559 U CN 212176559U CN 202020268786 U CN202020268786 U CN 202020268786U CN 212176559 U CN212176559 U CN 212176559U
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Abstract
The utility model provides a cast-in-place strip template reinforcing clamp between assembled structures, which comprises a handle, at least one supporting steel bar, a counter-pull screw rod and at least one supporting square tube, wherein the handle is arranged on the at least one supporting steel bar; one side of the at least one supporting steel bar, which is far away from the handle, is detachably connected to one end of the counter-pulling screw rod; at least one support side pipe is adjustable set up in the opposite-pulling screw rod other end. The utility model relates to a cast-in-place area template reinforcing clamp, simple structure effectively improves the efficiency of construction, reduces construction cost; and reduce the set up of traditional support frame and to the holding power of coincide floor, avoid causing the damage to coincide floor, improve construction quality. By adopting the adjustable design, the template can be more tightly attached to the assembled member, slurry leakage in the concrete pouring process is avoided, and secondary repair cost is reduced; adopt detachable design, can have enough to meet the need the use many times, material saving.
Description
Technical Field
The utility model belongs to the technical field of the assembly type structure, especially, relate to a cast-in-place area template reinforcing clamp between assembled structure.
Background
At present, the assembled building raises a construction heat tide nationwide, a plurality of new assembled structures appear, but the assembled building is limited by the development rule of new things, most of the assembled building is in a small-range trial attitude, and most of the assembled building adopts a traditional construction mode to construct cast-in-place belts among the assembled mechanisms in the engineering construction process. Along with the recommendation of engineering construction and the popularization of the assembly type components, the quality problem of the cast-in-place belt between the assembly type components is gradually highlighted.
Because the post-cast strip of the fabricated floor adopts the traditional support frame, the construction strength is difficult to accurately master in the supporting process, once the support is too tight, the fabricated floors on two sides are warped, cracked and uneven, so that the template is not tightly attached to the fabricated floors, the post-cast strip has serious slurry leakage, uneven plate surface and crack surface in the concrete pouring process; and the post-cast strip between the assembly type shear walls adopts a traditional reinforcement mode, and the inclined struts can cause the local stress of the template to be larger, so that the fitting degree of the template and the assembly type wall body is insufficient, and the post-cast strip seriously leaks grout and expands a mold in the concrete pouring process.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a cast-in-place area template consolidates anchor clamps between assembled structure, not enough between cast-in-place area template that the support dynamics that exists to current traditional support frame is difficult to control, template and assembled component laminating degree are not enough, construction quality is poor etc. reason leads to between assembled floor fracture, assembled component.
In order to solve the technical problem, the utility model discloses a technical scheme is:
the utility model provides a cast-in-place area template reinforcing jig between assembled structure, includes:
the handle is arranged on the at least one supporting steel bar; one side of the at least one supporting steel bar, which is far away from the handle, is detachably connected with one end of the counter-pulling screw rod;
at least one support side's pipe, at least one support side's pipe adjustable set up in the other end of split screw for with at least one support reinforcing bar is cast-in-place area of co-location.
The handle is T type structure, T type structure set up perpendicularly in the middle part of at least one supporting reinforcement for dismantle at least one supporting reinforcement.
Furthermore, PVC pipes are sleeved outside the at least one supporting steel bar and the opposite-pulling screw rod and used for disassembling the at least one supporting steel bar and the opposite-pulling screw rod; the PVC pipe is sleeved outside the at least one supporting steel bar, and a through hole for the T-shaped structure and the counter-pulling screw rod to pass through is formed in the middle of the PVC pipe.
Furthermore, the middle part of at least one support side's pipe all is provided with the confession the through-hole that the split screw rod passed, be provided with on the split screw rod and be used for the fastening support side's pipe nut.
Further, the at least one support reinforcing bar and the at least one support square pipe are arranged in parallel, and the relative distance between the at least one support reinforcing bar and the at least one support square pipe is determined by adjusting the nut.
By adopting the technical scheme, the cast-in-place strip template reinforcing clamp between the assembly structures has a simple structure, effectively improves the construction efficiency and reduces the construction cost; and the erection of the traditional support frame is reduced, the supporting force of the traditional support frame on the laminated floor slab is reduced, the damage of the support frame on the laminated floor slab is avoided, and the construction quality is improved. By adopting the adjustable design, the template can be more tightly attached to the assembled member, slurry leakage in the concrete pouring process is avoided, secondary repair cost is reduced, construction efficiency is improved, construction cost is reduced, and construction quality is improved; adopt detachable design, can have enough to meet the need the use many times, promote the efficiency of construction, material saving.
Drawings
Fig. 1 is a schematic structural diagram of an embodiment of the present invention;
fig. 2 is a schematic view of reinforcement of a composite floor cast-in-place strip according to an embodiment of the present invention;
fig. 3 is a schematic view of reinforcement of a cast-in-place strip of a fabricated shear wall according to another embodiment of the present invention.
In the figure:
1. handle 2, PVC pipe 3, support bar
4. Split screw 5, nut 6, support square tube
7. Truss reinforcing steel bar 8, laminated floor 9 and reinforcing steel bar in assembly component
10. Flitch 11, template 12, cast-in-place area
13. Assembled shear force wall
Detailed Description
The invention will be further described with reference to the following examples and drawings:
in the description of the embodiments of the present invention, it should be understood that the terms "one side", "one end", "the other end", "the middle part", "the outside", etc. indicate the orientation or positional relationship based on the orientation or positional relationship shown in the drawings, which 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. In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "disposed" and "connected" are to be interpreted broadly, and may be, for example, fixedly connected, detachably connected, or integrally 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 by those of ordinary skill in the art through specific situations.
In an embodiment of the present invention, as shown in fig. 1, fig. 2 and fig. 3, a cast-in-place strip formwork reinforcing jig between fabricated structures includes: handle 1, at least one support reinforcement 3, to drawing screw rod 4 and at least one support side pipe 6, handle 1 is T type structure, and this T type structure sets up perpendicularly in the middle part of at least one support reinforcement 3.
Preferably, the handle 1 is a galvanized pipe for conveniently detaching at least one supporting steel bar 3, the cast-in-place strip formwork reinforcement fixture can be rapidly detached and recycled for multiple times, construction efficiency is improved, and materials are saved.
One side that handle 1 was kept away from to at least one support reinforcement 3 can be dismantled and set up in the one end of split screw 4, and preferably, support reinforcement 3 all overlaps with the outside of split screw 4 and is equipped with PVC pipe 2 for dismantle support reinforcement 3 and split screw 4, be convenient for repetitious usage this cast-in-place area template reinforcement anchor clamps many times, debris such as reinforcing bar corrosion, greasy dirt still can avoid reducing the bond stress of concrete and reinforcing bar.
And the middle part of the PVC pipe 2 outside at least one supporting steel bar 3 is provided with a through hole for the handle 1 and the opposite-pulling screw rod 4 to pass through.
At least one support square pipe 6 is adjustable to be set up in the other end of split screw 4 for cast-in-place area 12 with at least one support reinforcing bar 3 collaborative positioning, all is provided with the through-hole that supplies to split screw 4 to pass on at least one support square pipe 6.
The split screw 4 is provided with a nut 5 for fastening the support square pipe 6, preferably, at least one support steel bar 3 is arranged in parallel with the support square pipe 6, the distance between the at least one support steel bar 3 and the at least one support square pipe 6 is changed by adjusting the nut 5, and the distance is the width of the cast-in-place belt 12.
The utility model discloses a working process of embodiment:
s1: assembling a cast-in-place strip template reinforcing clamp between the assembled structures, and respectively sleeving PVC pipes 2 outside at least one supporting steel bar 3 and a counter-pull screw 4; vertically welding a handle 1 on at least one supporting steel bar 3 through a PVC pipe 2 outside the at least one supporting steel bar 3, and detachably connecting one side of the at least one supporting steel bar 3, which is far away from the handle 1, to one end of a counter-pull screw rod 4; at least one supporting square tube 6 is adjustably sleeved at the other end of the counter-pulling screw rod 4 and is fixed through a nut 5;
s2: hoisting and checking the composite floor slab 8, fixing the composite floor slab through the truss steel bars 7, and binding steel bars 9 in the assembly members in the cast-in-place strip 12 through the distribution steel bars to form a steel bar framework of the cast-in-place strip 12; cutting the template 11 to a proper size, punching a through hole for the counter-pulling screw rod 4 to pass through on the template 11, and placing the template 11 at the bottom of the laminated floor slab 8 and the cast-in-place belt 12; the laminated floor slab 8 is ensured to be attached to the template 11 by sticking the sponge strips on the attaching surface of the laminated floor slab 8 and the template 11;
s3: the at least one supporting square pipe 6 is detached from the counter-pulling screw rod 4 through the adjusting nut 5, and the counter-pulling screw rod 4 penetrates through the through hole in the template 11, so that the PVC pipe 2 outside the counter-pulling screw rod 4 can completely wrap the counter-pulling screw rod 4 between the at least one supporting steel bar 3 and the at least one supporting square pipe 6; sleeving at least one supporting square pipe 6 on the opposite-pulling screw rod 4, placing a batten 10 between the at least one supporting square pipe 6 and the template 11, and fixing the batten through a nut 5;
s4: after the cast-in-place belt 12 is cleaned and wetted, concrete is poured, after the strength of the concrete reaches a form removal condition, the template reinforcing clamp, the batten 10 and the template 11 of the cast-in-place belt between the assembly structures are disassembled through the adjusting nut 5, the rubber plug which expands when meeting water is used for plugging the bolt hole which is left by the oppositely pulling screw rod 4 in the cast-in-place belt 12, and subsequent construction is continued.
The utility model discloses a working process of another kind of embodiment:
s1: assembling a cast-in-place strip template reinforcing clamp between the assembled structures, and respectively sleeving PVC pipes 2 outside at least one supporting steel bar 3 and a counter-pull screw 4; vertically welding a handle 1 on at least one supporting steel bar 3 through a PVC pipe 2 outside the at least one supporting steel bar 3, and detachably connecting one side of the at least one supporting steel bar 3, which is far away from the handle 1, to one end of a counter-pull screw rod 4; at least one supporting square tube 6 is adjustably sleeved at the other end of the counter-pulling screw rod 4 and is fixed through a nut 5;
s2: hoisting and checking the fabricated shear wall 13, and binding the steel bars 9 in the fabricated components in the cast-in-place strip 12 through the distribution bars to form a steel bar framework of the cast-in-place strip 12; cutting the template 11 to a proper size, punching a through hole for the counter-pulling screw rod 4 to pass through on the template 11, and assembling the template
11 are respectively placed on two sides of the wall surface of the cast-in-place strip 12 and the assembled shear wall 13; the sponge strips are stuck on the joint surfaces of the template 11 and the assembly type shear wall 13 to ensure that the template 11 is jointed with the assembly type shear wall 13;
s3: the at least one supporting square pipe 6 is detached from the counter-pulling screw rod 4 through the adjusting nut 5, and the counter-pulling screw rod 4 penetrates through the through hole in the template 11, so that the PVC pipe 2 outside the counter-pulling screw rod 4 can completely wrap the counter-pulling screw rod 4 in the assembled shear wall 13; sleeving at least one supporting square pipe 6 on the opposite-pulling screw rod 4, respectively placing battens 10 between at least one supporting steel bar 3 and the template 11 and between at least one supporting square pipe 6 and the template 11, and fixing the battens through nuts 5;
s4: after the cast-in-place belt 12 is cleaned and wetted, concrete is poured, after the strength of the concrete reaches a form removal condition, the template reinforcing clamp, the batten 10 and the template 11 of the cast-in-place belt between the assembly structures are disassembled through the adjusting nut 5, the rubber plug which expands when meeting water is used for plugging the bolt hole which is left by the oppositely pulling screw rod 4 in the cast-in-place belt 12, and subsequent construction is continued.
The embodiments of the present invention have been described in detail, but the description is only for the preferred embodiments of the present invention and should not be construed as limiting the scope of the present invention. All the equivalent changes and improvements made according to the application scope of the present invention should still fall within the patent coverage of the present invention.
Claims (5)
1. The utility model provides a cast-in-place area template reinforcing jig between assembled structure, includes:
the handle (1), at least one supporting steel bar (3) and a counter-pulling screw rod (4), wherein the handle (1) is arranged on the at least one supporting steel bar (3); one side of the at least one supporting steel bar (3) far away from the handle (1) is detachably connected to one end of the counter-pulling screw rod (4);
at least one support square pipe (6), at least one support square pipe (6) adjustable set up in the other end of split screw (4) for with cast-in-place area (12) of at least one support reinforcing bar (3) collaborative positioning.
2. The cast-in-place strip formwork reinforcing clamp between fabricated structures as claimed in claim 1, wherein:
the handle (1) is of a T-shaped structure, and the T-shaped structure is vertically arranged in the middle of the at least one supporting steel bar (3) and used for disassembling the at least one supporting steel bar (3).
3. The cast-in-place strip formwork reinforcing clamp between fabricated structures as claimed in claim 2, wherein:
PVC pipes (2) are sleeved outside the at least one supporting steel bar (3) and the counter-pulling screw rod (4) and used for disassembling the at least one supporting steel bar (3) and the counter-pulling screw rod (4); the PVC pipe (2) is sleeved outside the at least one supporting steel bar (3), and a through hole for the T-shaped structure and the counter-pulling screw rod (4) to pass through is formed in the middle of the PVC pipe.
4. The cast-in-place strip formwork reinforcing clamp between fabricated structures as claimed in claim 3, wherein:
the middle part of at least one support side pipe (6) all is provided with the confession the through-hole that split screw rod (4) passed, be provided with on split screw rod (4) and be used for the fastening support side pipe's (6) nut (5).
5. The cast-in-place strip formwork reinforcing clamp between fabricated structures as claimed in claim 4, wherein:
the at least one supporting steel bar (3) and the at least one supporting square pipe (6) are arranged in parallel, and the relative distance between the at least one supporting steel bar and the at least one supporting square pipe is determined by adjusting the nut (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020268786.6U CN212176559U (en) | 2020-03-06 | 2020-03-06 | Cast-in-place area template reinforcing clamp between assembled structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020268786.6U CN212176559U (en) | 2020-03-06 | 2020-03-06 | Cast-in-place area template reinforcing clamp between assembled structure |
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| Publication Number | Publication Date |
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| CN212176559U true CN212176559U (en) | 2020-12-18 |
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| CN202020268786.6U Active CN212176559U (en) | 2020-03-06 | 2020-03-06 | Cast-in-place area template reinforcing clamp between assembled structure |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111236633A (en) * | 2020-03-06 | 2020-06-05 | 中冶天工集团有限公司 | Cast-in-place strip template reinforcing clamp between assembly type structures and using method |
| CN115233882A (en) * | 2022-07-05 | 2022-10-25 | 重庆大学 | Close piece together and exempt from to support coincide floor based on additional rigidity piece of bottom drop-down spring |
-
2020
- 2020-03-06 CN CN202020268786.6U patent/CN212176559U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111236633A (en) * | 2020-03-06 | 2020-06-05 | 中冶天工集团有限公司 | Cast-in-place strip template reinforcing clamp between assembly type structures and using method |
| CN115233882A (en) * | 2022-07-05 | 2022-10-25 | 重庆大学 | Close piece together and exempt from to support coincide floor based on additional rigidity piece of bottom drop-down spring |
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