CN209891691U - Anti-seepage I-shaped steel reserved hole plugging device for outer wall cantilever frame - Google Patents
Anti-seepage I-shaped steel reserved hole plugging device for outer wall cantilever frame Download PDFInfo
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- CN209891691U CN209891691U CN201920178495.5U CN201920178495U CN209891691U CN 209891691 U CN209891691 U CN 209891691U CN 201920178495 U CN201920178495 U CN 201920178495U CN 209891691 U CN209891691 U CN 209891691U
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Abstract
The utility model discloses an outer wall of anti seepage water I-steel of encorbelmenting frame reserves entrance to a cave plugging device has solved the problem of the infiltration passageway and the waterproof layer protrusion wall body outer wall face that form the wall body easily to the wire-drawn iron wire in the entrance to a cave shutoff concrete. The cantilever frame I-steel reserved hole opening (2) is provided with a blocking hole opening outer side template (4), an embedded hole opening protruding step (5) is arranged on the inner side face of the blocking hole opening outer side template (4), a blocking hole opening inner side template (6) is arranged on the inner side of the cantilever frame I-steel reserved hole opening (2), a PVC sleeve (7) is arranged between the blocking hole opening outer side template (4) and the blocking hole opening inner side template (6), a counter-pull fixed template steel wire (8) is arranged between the blocking hole opening outer side template (4) and the blocking hole opening inner side template (6), and the counter-pull fixed template steel wire (8) is arranged in the PVC sleeve (7). The water seepage phenomenon on the outer wall surface is avoided.
Description
Technical Field
The utility model relates to a plugging device of entrance to a cave is reserved to the outer wall, in particular to entrance to a cave plugging device is reserved to outer wall I-steel that can effectively restrain outer wall infiltration.
Background
In civil construction of high-rise buildings, I-steel overhanging scaffolds are mostly adopted, and a reserved hole is reserved on the outer wall of a primary structure wall body of the scaffold system for picking out I-steel to be used outside the wall; and after the scaffold which is chosen outwards is dismantled, plugging the reserved hole. The general plugging method comprises the following steps: reserving a rectangular hole with the width of 150 mm and the height of 250 mm at the position of an I-shaped steel of the outer wall of the overhanging layer, chiseling and washing the reserved hole after a scaffold is removed, erecting an inner template and an outer template at two sides of the hole, oppositely pulling and reinforcing the inner template and the outer template by using iron wires, pouring and blocking hole concrete at an opening on the template at the inner side of the wall, cutting the end part of the oppositely pulled iron wires after the concrete is solidified, and removing the inner template and the outer template; the disadvantages of this plugging method are: (1) the counter-pull iron wires left in the hole plugging concrete are easy to form a water seepage channel of the wall body; (2) the outside template of entrance to a cave shutoff concrete flushes the setting with the outer wall face, on the lateral surface of entrance to a cave shutoff concrete, makes the waterproof layer, can lead to the waterproof layer to bulge wall body outer wall face, influences the follow-up construction of outer wall face and pleasing to the eye.
Disclosure of Invention
The utility model provides an outer wall of anti seepage water I-steel of encorbelmenting frame reserves entrance to a cave plugging device has solved the technical problem to the infiltration passageway and the waterproof layer protrusion wall body outer wall face that the iron wire formed the wall body easily in the entrance to a cave shutoff concrete.
The utility model discloses a solve above technical problem through following technical scheme:
the utility model provides an outer wall of anti seepage water I-steel that encorbelments frame reserves entrance to a cave plugging device, including the floor board, be provided with primary structure wall body on the floor board, be provided with the I-steel of encorbelmenting on primary structure wall body and reserve the entrance to a cave, be provided with shutoff entrance to a cave outside template in the outside that the entrance to a cave was reserved to the I-steel of encorbelmenting, be provided with the protruding step of embedding entrance to a cave on the medial surface of shutoff entrance to a cave outside template, it is provided with the inboard template in shutoff entrance to a cave to reserve the inboard of entrance to a cave at the I-steel of encorbelmenting, be provided with the PVC sleeve pipe between shutoff entrance to a cave outside template and the inboard template in shutoff entrance to a cave, it sets up in the PVC sleeve pipe to draw the fixed die plate.
The top end surface in the hole of the I-shaped steel reserved hole of the cantilever frame is a top end surface inclined towards the inner side and the upper side.
The utility model discloses a reservation I-steel on the outer wall face is worn wall oblique shape entrance to a cave and is adopted protruding type template and interior wall hole body to adopt the oblique mouthful template to carry out concrete placement, with the shutoff of waterproof mortar to it is waterproof to brush one, has formed complete waterproof system, has improved the water-proof effects that the entrance to a cave shutoff was reserved to the outer wall face, has avoided the outer wall face to take place the infiltration phenomenon.
Drawings
Fig. 1 is a schematic structural diagram of the present invention;
fig. 2 is the schematic structural diagram of the reserved hole after being plugged.
Detailed Description
The present invention will be described in detail with reference to the accompanying drawings:
the utility model provides an outer wall of anti-seepage water cantilever frame I-steel reserves entrance to a cave plugging device, including floor board 1, be provided with primary structure wall body 10 on floor board 1, be provided with cantilever frame I-steel on primary structure wall body 10 and reserve entrance to a cave 2, the outside of reserving entrance to a cave 2 at cantilever frame I-steel is provided with shutoff entrance to a cave outside template 4, be provided with the protruding step 5 of embedding entrance to a cave on the medial surface of shutoff entrance to a cave outside template 4, the inboard of reserving entrance to a cave 2 at cantilever frame I-steel is provided with shutoff entrance to a cave inboard template 6, be provided with PVC sleeve pipe 7 between shutoff entrance to a cave outside template 4 and shutoff entrance to a cave inboard template 6, be provided with between shutoff entrance to drawing fixed die plate steel wire 8 outside template 4 and the shutoff entrance to a cave inboard template 6, to drawing fixed die plate steel wire 8 and set up in PVC sleeve pipe 7.
The hole top end surface 3 of the cantilever frame I-shaped steel reserved hole 2 is a top end surface inclined towards the inner side and the upper side; so as to be beneficial to pouring and vibrating the plugging concrete.
The utility model discloses a concrete implementation process does:
firstly, reserving an external wall I-shaped steel reserved hole to be in an inclined shape, wherein an outer hole is 150 mm wide and 250 mm high, and an inner hole is 150 mm wide and 300 mm high;
secondly, after the I-shaped steel of the cantilever frame is removed, chiseling and washing the reserved hole;
thirdly, manufacturing a blocking hole outside template 4, arranging an embedded hole protruding step 5 on the inner side surface of the blocking hole outside template 4, manufacturing the hole outside template 4 by a wood-bamboo plywood, manufacturing the embedded hole protruding step 5 by a 1 cm-thick plywood, manufacturing a blocking hole inside template 6 by a wood-bamboo plywood, manufacturing an upper opening on the inner side of the hole into an oblique-opening template, arranging a PVC sleeve 7 between the blocking hole outside template 4 and the blocking hole inside template 6, and arranging a counter-pulling fixed template steel wire 8 between the blocking hole outside template 4 and the blocking hole inside template 6; pouring by using micro-expansion concrete 12 which is higher than the wall body by one grade and enters the reserved hole through the bevel opening, and vibrating and compacting until the pouring of the bevel opening part is finished;
fourthly, after the micro-expansion concrete 12 is solidified, the template is dismantled, the oppositely-pulled fixed template steel wire 8 is taken out of the PVC sleeve 7, and the orifices on the two sides of the PVC sleeve 7 are plugged by waterproof sealant 11;
fifthly, smoothing the concave part of the outer wall surface by adopting a waterproof mortar layer 9, and brushing waterproof glue with the thickness of 1 mm on the hole outside the wall and in the range of 5 cm beyond the periphery of the hole;
and sixthly, chiseling excess concrete protruding from the bevel opening of the inner wall surface, and brushing waterproof glue with the thickness of 1 mm on the inner side hole and the periphery.
Claims (2)
1. A seepage-resistant outer wall overhanging frame I-shaped steel reserved hole plugging device comprises a floor plate (1), a primary structure wall body (10) is arranged on the floor plate (1), an overhanging frame I-shaped steel reserved hole (2) is arranged on the primary structure wall body (10), and the device is characterized in that a plugging hole outer side template (4) is arranged on the outer side of the overhanging frame I-shaped steel reserved hole (2), a hole embedded convex step (5) is arranged on the inner side surface of the plugging hole outer side template (4), a plugging hole inner side template (6) is arranged on the inner side of the overhanging frame I-shaped steel reserved hole (2), a PVC sleeve (7) is arranged between the plugging hole outer side template (4) and the plugging hole inner side template (6), and a counter-pulling fixed template steel wire (8) is arranged between the plugging hole outer side template (4) and the plugging hole inner side template (6), the opposite-pulling fixed template steel wire (8) is arranged in the PVC sleeve (7).
2. The water seepage resistant outer wall overhanging frame I-steel reserved hole plugging device as claimed in claim 1, wherein the hole inner top end surface (3) of the overhanging frame I-steel reserved hole (2) is a top end surface inclined inwards and upwards.
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CN201920178495.5U CN209891691U (en) | 2019-02-01 | 2019-02-01 | Anti-seepage I-shaped steel reserved hole plugging device for outer wall cantilever frame |
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CN201920178495.5U CN209891691U (en) | 2019-02-01 | 2019-02-01 | Anti-seepage I-shaped steel reserved hole plugging device for outer wall cantilever frame |
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112412013A (en) * | 2020-11-27 | 2021-02-26 | 上海宝冶集团有限公司 | Construction method for plugging reserved hole of structural outer wall |
CN113818717A (en) * | 2021-11-09 | 2021-12-21 | 中国二十二冶集团有限公司 | Concrete side wall hole plugging construction device and method |
CN114525929A (en) * | 2022-02-15 | 2022-05-24 | 中国一冶集团有限公司 | Punching-free construction device and construction method for two-structure wall |
CN114704112A (en) * | 2022-03-03 | 2022-07-05 | 山西三建集团有限公司 | Disassembly-free anti-seepage plugging method for cantilever type scaffold steel beam through-wall opening |
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2019
- 2019-02-01 CN CN201920178495.5U patent/CN209891691U/en active Active
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112412013A (en) * | 2020-11-27 | 2021-02-26 | 上海宝冶集团有限公司 | Construction method for plugging reserved hole of structural outer wall |
CN113818717A (en) * | 2021-11-09 | 2021-12-21 | 中国二十二冶集团有限公司 | Concrete side wall hole plugging construction device and method |
CN114525929A (en) * | 2022-02-15 | 2022-05-24 | 中国一冶集团有限公司 | Punching-free construction device and construction method for two-structure wall |
CN114525929B (en) * | 2022-02-15 | 2024-03-26 | 中国一冶集团有限公司 | Two-structure wall body punching-free construction device and construction method |
CN114704112A (en) * | 2022-03-03 | 2022-07-05 | 山西三建集团有限公司 | Disassembly-free anti-seepage plugging method for cantilever type scaffold steel beam through-wall opening |
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