CN211421839U - Hoop type concrete pouring template system for plugging through floor slab pipeline hole gap - Google Patents
Hoop type concrete pouring template system for plugging through floor slab pipeline hole gap Download PDFInfo
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- CN211421839U CN211421839U CN201921689523.6U CN201921689523U CN211421839U CN 211421839 U CN211421839 U CN 211421839U CN 201921689523 U CN201921689523 U CN 201921689523U CN 211421839 U CN211421839 U CN 211421839U
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Abstract
The utility model discloses a staple bolt formula concrete placement template system in floor pipeline hole gap is worn in shutoff has solved the poor stability and the inconvenient problem of installation dismantlement that current pipeline gap shutoff template system exists. Be provided with left side template (4) and right side template (5) on the lower bottom surface of floor (1) respectively, fixedly connected with left semi-cylindrical staple bolt (6) on the lower bottom surface of the semicircular notch department in the left side of left side template (4), fixedly connected with right semi-cylindrical staple bolt (7) on the lower bottom surface of the semicircular notch department in the right side of right side template (5), left semi-cylindrical staple bolt (6) and right semi-cylindrical staple bolt (7) butt joint back hug joint on wearing the lateral wall of floor pipeline (3), it carries out the fixed of staple bolt to cramp the lead screw through two staple bolts. The utility model discloses be fit for the shutoff in the hole gap of thick floor, stable template support system can support great concreting's weight, pours one shot forming, and is of high quality, especially assembles and dismantles easy operation easily.
Description
Technical Field
The invention relates to a concrete pouring template system of a secondary structure in a building, in particular to a concrete pouring template system for plugging a gap formed between a through-floor hole and a through-floor pipeline.
Background
In building construction, there are various through-floor conduits; in the construction process, some floor pipelines are reserved through holes, some floor pipelines are chiseled through holes, no matter whether the holes are reserved or chiseled, in order to install the pipelines conveniently, the diameter of a common hole is larger than that of the installed pipelines, after the pipelines are installed, concrete pouring and blocking are needed to be carried out on gaps between the pipelines and holes of concrete floor slabs, before the concrete pouring and blocking are carried out, a blocking template is generally hung at the bottom end of the pre-blocking gap in a mode of hanging a formwork, so that the top surface of the blocking template seals the gaps between the pipelines and holes of the concrete floor slabs, the concrete is poured in the gaps, after the poured concrete is solidified, the blocking template is detached, the formwork hanging method has poor template stability, the template is easy to incline in the concrete pouring process, and the solidified concrete often has the condition of protrusion or recess in the plane of the floor slab, manual secondary finishing is needed; in addition, the hoisting method that the hoisting ropes pass through the pouring gaps also influences the compactness of the blocking concrete and increases the workload of handling the hoisting ropes.
Disclosure of Invention
The invention provides a hoop type concrete pouring template system for plugging a hole gap of a through floor slab pipeline, which solves the technical problems of poor stability and inconvenience in installation and disassembly of the existing pipeline gap plugging template system.
The invention solves the technical problems by the following technical scheme:
a hoop type concrete pouring template system for plugging a hole gap of a through floor slab pipeline comprises a floor slab, wherein a floor slab hole is formed in the floor slab, the floor slab hole is internally provided with the through floor slab pipeline, a left side template and a right side template are respectively arranged on the lower bottom surface of the floor slab, a left semi-cylindrical hoop is fixedly connected on the lower bottom surface of a left semicircular gap of the left side template, a right semi-cylindrical hoop is fixedly connected on the lower bottom surface of a right semicircular gap of the right side template, the left semi-cylindrical hoop and the right semi-cylindrical hoop are butted and then are clasped on the outer side wall of the through floor slab pipeline, a right front lead screw threading ear and a right rear lead screw threading ear are respectively arranged on the right bottom surface of the right side template, two hoop fastening front lead screws are arranged between the front lower bottom surface of the left side template and the front lower bottom surface of the right side template, and a front lead screw draw hook is arranged at the left end of the two hoop fastening front lead, the front side lead screw draw hook is hooked on the left side face of the left side template, the right end of the front side lead screw tightened by the two hoops sequentially penetrates through the right front lead screw penetrating lug and the right front lead screw gasket and then is connected with the right front lead screw nut in a screwed mode, the rear side lead screw tightened by the two hoops is arranged between the rear side lower bottom face of the left side template and the rear side lower bottom face of the right side template, the rear side lead screw draw hook is arranged at the left end of the rear side lead screw tightened by the two hoops and is hooked on the left side face of the left side template, and the right end of the rear side lead screw tightened by the two hoops sequentially penetrates through the right rear lead screw penetrating lug and the right rear lead screw gasket and then is connected with the right rear lead screw nut in a screwed mode.
Be provided with left front oblique triangle-shaped deep floor and left rear oblique triangle-shaped deep floor between the lower bottom surface of left side template and the lateral wall of left half cylindric staple bolt respectively, it passes the hole to be provided with front side lead screw left side strengthening rib on left front oblique triangle-shaped deep floor, it passes the hole to be provided with rear side lead screw left side strengthening rib on left rear oblique triangle-shaped deep floor, be provided with right front oblique triangle-shaped deep floor and right rear oblique triangle-shaped deep floor respectively between the lower bottom surface of right side template and the lateral wall of right half cylindric staple bolt, it passes the hole to be provided with front side lead screw right side strengthening rib on right front oblique triangle-shaped deep floor, it passes the hole to be provided with rear side lead screw right side strengthening rib on right rear oblique.
The invention is suitable for plugging the hole gap of a thicker floor slab, the stable template supporting system can support the weight of larger cast concrete, the cast concrete is formed in one step, the quality is good, and particularly, the assembly and disassembly operations are simple and easy.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic view of the present invention in a bottom view;
fig. 3 is a schematic structural view in a top view of the present invention.
Detailed Description
The invention is described in detail below with reference to the accompanying drawings:
a hoop type concrete pouring template system for plugging a hole gap of a through floor slab pipeline comprises a floor slab 1, a floor slab hole 2 is arranged on the floor slab 1, a through floor slab pipeline 3 is arranged in the floor slab hole 2, a left side template 4 and a right side template 5 are respectively arranged on the lower bottom surface of the floor slab 1, a left semi-cylindrical hoop 6 is fixedly connected on the lower bottom surface of a left semicircular gap of the left side template 4, a right semi-cylindrical hoop 7 is fixedly connected on the lower bottom surface of a right semicircular gap of the right side template 5, the left semi-cylindrical hoop 6 and the right semi-cylindrical hoop 7 are butted and then clasped on the outer side wall of the through floor slab pipeline 3, a right front screw rod threading lug 12 and a right rear screw rod threading lug 21 are respectively arranged on the bottom surface of the right side template 5, two hoop front screw rods 10 are tightly hooped between the lower bottom surface of the front side of the left side template 4 and the lower bottom surface of the front side of, the left end of the two hooping front screw rods 10 is provided with a front screw rod drag hook 11, the front screw rod drag hook 11 is hooked on the left side surface of the left side template 4, the right end of the two hooping front screw rods 10 sequentially penetrates through a right front screw rod penetrating lug 12 and a right front screw rod gasket 14 and then is in threaded connection with a right front screw nut 13, two hooping rear screw rods 19 are arranged between the rear lower bottom surface of the left side template 4 and the rear lower bottom surface of the right side template 5, the left end of the two hooping rear screw rods 19 is provided with a rear screw rod drag hook 20, the rear screw rod drag hook 20 is hooked on the left side surface of the left side template 4, and the right end of the two hooping rear screw rods 19 sequentially penetrates through a right rear screw rod penetrating lug 21 and a right rear screw rod gasket 23 and then is in threaded connection with a right rear screw nut 22.
Be provided with left front oblique triangle-shaped deep floor 8 and left back oblique triangle-shaped deep floor 24 between the lower bottom surface of left side template 4 and the lateral wall of left half cylindric staple bolt 6 respectively, it passes hole 16 to be provided with front side lead screw left side strengthening rib on left front oblique triangle-shaped deep floor 8, it passes hole 25 to be provided with back lead screw left side strengthening rib on left back oblique triangle-shaped deep floor 24, it passes hole 18 to be provided with front side lead screw right side strengthening rib on right front oblique triangle-shaped deep floor 9 respectively between the lower bottom surface of right side template 5 and the lateral wall of right half cylindric staple bolt 7, it passes hole 17 to be provided with back lead screw right side strengthening rib on right front oblique triangle-shaped deep floor 9, it passes hole 17 to be provided with back lead screw right side strengthening rib on right back oblique triangle-shaped deep.
According to the invention, screw holes on four triangular reinforcing rib plates play a role in enabling a left side template 4 and a right side template 5 to be aligned smoothly after two screws are connected in a penetrating way, a left semi-cylindrical hoop 6 and a right semi-cylindrical hoop 7 are connected in a butt joint mode and then tightly embraced on the outer side wall of a floor penetrating pipeline 3 by rotating a right rear screw nut 22 and a right front screw nut 13, anti-slip pads can be arranged on the inner side wall of the left semi-cylindrical hoop 6 and the inner side wall of the right semi-cylindrical hoop 7 to prevent the left semi-cylindrical hoop 6 and the right semi-cylindrical hoop 7 from sliding downwards, tenons and mortises can be arranged on the butt joint surface of the left side template 4 and the right side template 5, and the butt joint strength of the left; when the formwork is removed, only the right rear screw nut 22 and the right front screw nut 13 need to be unscrewed, the two hoops are drawn out to hoop the front screw 10 and the two hoops to hoop the rear screw 19, and the two formworks and the hoops are separated.
Claims (2)
1. A hoop type concrete pouring template system for plugging a hole gap of a through floor slab pipeline comprises a floor slab (1), wherein a floor slab hole (2) is formed in the floor slab (1), a through floor slab pipeline (3) is arranged in the floor slab hole (2), and is characterized in that a left side template (4) and a right side template (5) are respectively arranged on the lower bottom surface of the floor slab (1), a left semi-cylindrical hoop (6) is fixedly connected to the lower bottom surface of a left semicircular notch of the left side template (4), a right semi-cylindrical hoop (7) is fixedly connected to the lower bottom surface of a right semicircular notch of the right side template (5), the left semi-cylindrical hoop (6) and the right semi-cylindrical hoop (7) are butted and then are embraced on the outer side wall of the through floor slab pipeline (3), a right lead screw penetrating lug (12) and a right rear lead screw penetrating lug (21) are respectively arranged on the bottom surface of the right end of the right side template (5), two hooping front screw rods (10) are arranged between the front side lower bottom surface of a left side formwork (4) and the front side lower bottom surface of a right side formwork (5), front screw rod drag hooks (11) are arranged at the left ends of the two hooping front screw rods (10), the front screw rod drag hooks (11) are hooked on the left side surface of the left side formwork (4), the right ends of the two hooping front screw rods (10) sequentially penetrate through a right front screw rod penetrating lug (12) and a right front screw rod gasket (14) and then are screwed with a right front screw rod nut (13), two hooping rear screw rods (19) are arranged between the rear side lower bottom surface of the left side formwork (4) and the rear side lower bottom surface of the right side formwork (5), a rear screw rod drag hook (20) is arranged at the left end of the two hooping rear screw rods (19), the rear screw rods (20) are hooked on the left side surface of the left side formwork (4), the two hooping rear screw rods (19) sequentially penetrate through a right front screw rod penetrating lug (21) and a right front screw rod drag hook (21), and the rear screw rod drag hook (20) are sequentially arranged on the rear side lower bottom surface of the The lever gasket (23) is screwed with the right rear screw nut (22).
2. The anchor ear type concrete pouring formwork system for plugging through floor slab pipeline hole gaps according to claim 1, characterized in that a left front inclined triangular reinforcing rib plate (8) and a left rear inclined triangular reinforcing rib plate (24) are respectively arranged between the lower bottom surface of the left side formwork (4) and the outer side wall of the left semi-cylindrical anchor ear (6), a front screw left side reinforcing rib passing hole (16) is arranged on the left front inclined triangular reinforcing rib plate (8), a rear screw left side passing hole reinforcing rib plate (25) is arranged on the left rear inclined triangular reinforcing rib plate (24), a right front inclined triangular reinforcing rib plate (9) and a right rear inclined triangular reinforcing rib plate (15) are respectively arranged between the lower bottom surface of the right side formwork (5) and the outer side wall of the right semi-cylindrical anchor ear (7), a front screw right side reinforcing rib passing hole (18) is arranged on the right front inclined triangular reinforcing rib plate (9), a right reinforcing rib penetrating hole (17) of the rear screw rod is arranged on the right rear inclined triangular reinforcing rib plate (15).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921689523.6U CN211421839U (en) | 2019-10-10 | 2019-10-10 | Hoop type concrete pouring template system for plugging through floor slab pipeline hole gap |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921689523.6U CN211421839U (en) | 2019-10-10 | 2019-10-10 | Hoop type concrete pouring template system for plugging through floor slab pipeline hole gap |
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| Publication Number | Publication Date |
|---|---|
| CN211421839U true CN211421839U (en) | 2020-09-04 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921689523.6U Active CN211421839U (en) | 2019-10-10 | 2019-10-10 | Hoop type concrete pouring template system for plugging through floor slab pipeline hole gap |
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| CN (1) | CN211421839U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113108134A (en) * | 2021-04-06 | 2021-07-13 | 无锡能电动力科技有限公司 | Sealed fast-assembling pipe clamp |
-
2019
- 2019-10-10 CN CN201921689523.6U patent/CN211421839U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113108134A (en) * | 2021-04-06 | 2021-07-13 | 无锡能电动力科技有限公司 | Sealed fast-assembling pipe clamp |
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