CN203961067U - The external wall structure in a kind of shutoff screw rod hole - Google Patents

The external wall structure in a kind of shutoff screw rod hole Download PDF

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Publication number
CN203961067U
CN203961067U CN201420055364.5U CN201420055364U CN203961067U CN 203961067 U CN203961067 U CN 203961067U CN 201420055364 U CN201420055364 U CN 201420055364U CN 203961067 U CN203961067 U CN 203961067U
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CN
China
Prior art keywords
screw rod
rod hole
hole
shutoff
sides
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201420055364.5U
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Chinese (zh)
Inventor
李富起
吕会超
刘文利
邵杨
冯彦贵
郑志刚
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Construction Fourth Bureau Fifth Construction Engineering Co Ltd
Original Assignee
China Construction Fourth Bureau Fifth Construction Engineering Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by China Construction Fourth Bureau Fifth Construction Engineering Co Ltd filed Critical China Construction Fourth Bureau Fifth Construction Engineering Co Ltd
Priority to CN201420055364.5U priority Critical patent/CN203961067U/en
Application granted granted Critical
Publication of CN203961067U publication Critical patent/CN203961067U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses the external wall structure in a kind of shutoff screw rod hole, comprise exterior wall and screw rod hole, screw rod hole is through exterior wall cross section, in screw rod hole, outer both sides are carried out reaming by machinery and are formed trumpet type injection hole, foamed glue is injected in screw rod hole, after filling with screw rod hole, injects foamed glue dry waterproofing mortar for shutoff in the injection hole in screw rod hole, the surface of the dry waterproofing mortar of both sides and metope are given prominence to 1mm~3mm, the part dry waterproofing mortar of outstanding metope is that cake structure its diameter are 45mm~60mm, then on two sides, screw rod hole, brushing polymer cement-based waterproof is filmed, the utility model can significantly reduce the amount of plastering, reduce the cost of plastering, increase work efficiency, accelerating construction progress, can reduce the possibility of floated coat hollowing or cracking simultaneously, save maintenance cost, particularly improved the whole antiseep ability of external wall.

Description

The external wall structure in a kind of shutoff screw rod hole
Technical field
the utility model relates to the external wall structure in a kind of shutoff screw rod hole, belongs to construction work wall construction technical field.
Background technology
in construction work decorations construction, exterior wall and masonry wall are plastered simultaneously often, and the amount of plastering is large, long construction period, if and exterior wall basal plane is dealt with improperly, easily produce hollowing, crack, in this case, cancel external wall plastering, especially cancel plastering of exterior wall, cost-saved, accelerating construction progress, reduces the probability that work high above the ground accident occurs.If but building concrete exterior wall is cancelled and being plastered, after having lost one floated coat, very easily there is seepage in position, screw rod hole in concrete exterior wall, therefore prior art scheme is very undesirable.
Summary of the invention
the purpose of this utility model is: the external wall structure in a kind of shutoff screw rod hole is provided, can significantly reduces costs, increase work efficiency, accelerating construction progress.Also can prevent that concrete exterior wall is after having lost one floated coat, the possibility of seepage occurs in position, screw rod hole, improve the whole antiseep ability of external wall, to overcome the deficiencies in the prior art.
the technical solution of the utility model
the external wall structure in a kind of shutoff screw rod hole, comprise exterior wall and screw rod hole, screw rod hole is through exterior wall cross section, it is characterized in that: in screw rod hole, outer both sides are carried out reaming by machinery and are formed trumpet type injection hole, foamed glue is injected in screw rod hole, after filling with screw rod hole, injects foamed glue dry waterproofing mortar for shutoff in the injection hole in screw rod hole, the surface of the dry waterproofing mortar of both sides and metope are given prominence to 1mm~3mm, the part dry waterproofing mortar of outstanding metope is that cake structure its diameter are 45mm~60mm, then on two sides, screw rod hole, brushing polymer cement-based waterproof is filmed.
in the external wall structure in aforementioned shutoff screw rod hole, the external diameter of described trumpet type injection hole is 30mm~40mm, and the degree of depth is 20mm~30mm.
in the external wall structure in aforementioned shutoff screw rod hole, the scope of filming that described brushing polymer cement-based waterproof is filmed is the center of circle for take center, screw rod hole, the border circular areas that diameter is 100mm~200mm, and its coating thickness is 1mm~3mm.
compared with prior art, existing structure has floated coat on exterior wall and masonry wall in decoration construction, the amount of plastering is large, long construction period, easily produce hollowing or crack, particularly the position, screw rod hole of concrete wall is because wall leakage very easily occurs for method for blocking and improper measures, the present invention has cancelled the particularly floated coat on exterior wall of exterior wall, can significantly reduce the amount of plastering, reduce the cost of plastering, increase work efficiency, accelerating construction progress, can reduce the possibility of floated coat hollowing or cracking simultaneously, save maintenance cost, particularly improved the whole antiseep ability of external wall.
Accompanying drawing explanation
accompanying drawing 1 is construction schematic diagram one of the present utility model;
accompanying drawing 2 is construction schematic diagrames two of the present utility model;
being labeled as in accompanying drawing: the scope of the filming diameter that 1-exterior wall, 2-screw rod hole, 3-trumpet type injection hole, 4-foamed glue, 5-dry waterproofing mortar, 6-polymer cement-based waterproof are filmed, a-trumpet type injection hole external diameter, the b-trumpet type injection hole degree of depth, c-polymer cement-based waterproof are filmed, the coating thickness that d--polymer cement-based waterproof is filmed.
The specific embodiment
below in conjunction with accompanying drawing, the utility model is described in further detail, but not as to any restriction of the present utility model.
the utility model is formed according to the rapid plugging method in following a kind of exterior wall screw rod through walls hole, the method of this exterior wall screw rod through walls hole quick blocking construction is in medial and lateral, external wall screw rod through walls hole, to do the shutoff of dry waterproofing mortar and waterproof coating processing, filling-foam glue in the middle of hole, reach the effect of five heavy waterproof, concrete method for blocking comprises the following steps:
step 1, reaming and cleaning; Exterior wall screw rod holes blocking through walls will be rejected the finished product plastic cushion at Screw arbor with nut at both-ends two ends before processing, to not using the screw rod hole of finished product plastic cushion to form trumpet type injection hole from outside with mechanical hole reaming, and the PVC pipe of reaming part is removed, the external diameter of mechanical hole reaming is 30mm~40mm, the degree of depth is 20mm~30mm, trumpet type injection hole wire brushing is thorough, after having rinsed, should remove ponding and keep moisture state
step 2, dry waterproofing mortar are made; What dry waterproofing mortar adopted is 1:2 dry cement mortar, and in dry cement mortar, mixes waterproof agent and expansion agent, reaches the effect that prevents shrinkage crack and reach waterproof.
step 3, the shutoff of screw rod hole; First with dry waterproofing mortar, inject trumpet type injection hole outside screw rod hole, after completing also final set, to screw rod hole, injects again by this place's dry waterproofing mortar foamed glue, filling-foam glue must be filled into body of wall middle part and fill closely knit from the trumpet type injection hole of inner side, screw rod hole, until foamed glue overflows a part from inner side, foamed glue is filled and completely with dry waterproofing mortar, to be carried out shutoff inside screw rod hole again, wherein mortar shutoff must be full closely knit, guarantees with original structure concrete binding firm; Mortar should carry out maintenance in time, and check whether have crack or hollowing, appearance hollowing or crack should be rectified and improved immediately, the sealed depth of dry waterproofing mortar is consistent with the trumpet type injection hole degree of depth, and the surface of dry waterproofing mortar is than the outstanding 1mm~3mm of metope after the shutoff of both sides, screw rod hole, the part dry waterproofing mortar of outstanding metope is that cake structure its diameter are 45mm~60mm.
step 4, waterproofing course are processed; On the dry waterproofing mortar of both sides, screw rod hole and body of wall, all should film by brushing polymer cement-based waterproof, and the polymer cement-based waterproof scope of filming of filming is the center of circle for take center, screw rod hole, diameter is the border circular areas of 100mm~200mm, and its coating thickness is 1mm~3mm.。
according to the external wall structure in the formed a kind of shutoff screw rod of said method hole, as shown in the figure: comprise 1 screw rod hole, exterior wall screw rod hole and 2 screw rod holes, screw rod hole, screw rod hole, 2 screw rod holes, screw rod hole, screw rod hole are 1 cross section, screw rod hole through exterior wall screw rod hole, in 2 screw rod holes, screw rod hole, screw rod hole, outer both sides are carried out reaming by machinery and are formed 3 screw rod holes, trumpet type injection hole screw rod hole, 4 screw rod holes, foamed glue screw rod hole are injected in 2 screw rod holes, screw rod hole, screw rod hole, after filling with 2 screw rod holes, screw rod hole, screw rod hole, 4 screw rod holes, foamed glue screw rod hole inject 5 screw rod holes, dry waterproofing mortar screw rod hole for shutoff in the 3 screw rod holes, injection hole screw rod hole in 2 screw rod holes, screw rod hole, screw rod hole, the surface in the 5 screw rod holes, dry waterproofing mortar screw rod hole of both sides and metope are given prominence to 1mm~3mm, the 5 screw rod holes, part dry waterproofing mortar screw rod hole of outstanding metope are that cake structure its e screw rod hole, diameter screw hole size are 45mm~60mm, then brushing polymer cement-based waterproof 6 screw rod holes, screw rod hole of filming on 2 two sides, screw rod hole, screw rod hole, screw rod hole, wherein a screw rod hole, external diameter screw rod hole in 3 screw rod holes, trumpet type injection hole screw rod hole is 30mm~40mm, b screw rod hole, degree of depth screw rod hole is 20mm~30mm, the film scope of filming in 6 screw rod holes, screw rod hole of polymer cement-based waterproof is the center of circle for take center, screw rod hole, the border circular areas that c screw rod hole, diameter screw hole is 100mm~200mm, its d screw rod hole, coating thickness screw rod hole is 1mm~3mm.

Claims (3)

1. the external wall structure in a shutoff screw rod hole, comprise exterior wall (1) and screw rod hole (2), screw rod hole (2) is through exterior wall (1) cross section, it is characterized in that: in screw rod hole (2), outer both sides are carried out reaming by machinery and are formed trumpet type injection hole (3), foamed glue (4) is injected in screw rod hole (2), after filling with screw rod hole (2), injects foamed glue (4) dry waterproofing mortar (5) for shutoff in the injection hole (3) of screw rod hole (2), the surface of the dry waterproofing mortar (5) of both sides and metope are given prominence to 1mm~3mm, the part dry waterproofing mortar (5) of outstanding metope is that cake structure its diameter (e) size are 45mm~60mm, then brushing polymer cement-based waterproof film (6) on two sides, screw rod hole (2).
2. the external wall structure in shutoff screw rod hole according to claim 1, is characterized in that: the external diameter (a) of described trumpet type injection hole (3) is 30mm~40mm, and the degree of depth (b) is 20mm~30mm.
3. the external wall structure in shutoff screw rod hole according to claim 1, it is characterized in that: the described brushing polymer cement-based waterproof scope of filming of (6) of filming is the center of circle for take center, screw rod hole, the border circular areas that diameter (c) is 100mm~200mm, its coating thickness (d) is 1mm~3mm.
CN201420055364.5U 2014-01-28 2014-01-28 The external wall structure in a kind of shutoff screw rod hole Expired - Fee Related CN203961067U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420055364.5U CN203961067U (en) 2014-01-28 2014-01-28 The external wall structure in a kind of shutoff screw rod hole

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420055364.5U CN203961067U (en) 2014-01-28 2014-01-28 The external wall structure in a kind of shutoff screw rod hole

Publications (1)

Publication Number Publication Date
CN203961067U true CN203961067U (en) 2014-11-26

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105064513A (en) * 2015-08-12 2015-11-18 江苏南通三建集团有限公司 Concrete outer wall screw rod hole sealing and blocking structure and construction method of concrete outer wall screw rod hole sealing and blocking structure
CN106638993A (en) * 2016-11-02 2017-05-10 中国十七冶集团有限公司 Basement outer wall screw hole anti-seepage plugging construction method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105064513A (en) * 2015-08-12 2015-11-18 江苏南通三建集团有限公司 Concrete outer wall screw rod hole sealing and blocking structure and construction method of concrete outer wall screw rod hole sealing and blocking structure
CN106638993A (en) * 2016-11-02 2017-05-10 中国十七冶集团有限公司 Basement outer wall screw hole anti-seepage plugging construction method

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C14 Grant of patent or utility model
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: 20141126

Termination date: 20200128