CN109339440A - A kind of high-layer shear force wall exterior wall upstream face Screw arbor with nut at both-ends hole method for blocking - Google Patents

A kind of high-layer shear force wall exterior wall upstream face Screw arbor with nut at both-ends hole method for blocking Download PDF

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Publication number
CN109339440A
CN109339440A CN201811313385.1A CN201811313385A CN109339440A CN 109339440 A CN109339440 A CN 109339440A CN 201811313385 A CN201811313385 A CN 201811313385A CN 109339440 A CN109339440 A CN 109339440A
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CN
China
Prior art keywords
nut
screw arbor
conical plug
ends hole
wall
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Pending
Application number
CN201811313385.1A
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Chinese (zh)
Inventor
魏发利
石磊
刘伟
张美齐
叶胜军
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China MCC17 Group Co Ltd
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China MCC17 Group Co Ltd
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Publication date
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Priority to CN201811313385.1A priority Critical patent/CN109339440A/en
Publication of CN109339440A publication Critical patent/CN109339440A/en
Pending legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/005Strips for covering joints between form sections, e.g. to avoid burring or spilling of laitance

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)

Abstract

The present invention provides a kind of high-layer shear force wall exterior wall upstream face Screw arbor with nut at both-ends hole method for blocking, by increasing PVC plastic conical plug, using PVC plastic conical plug in alien invasion shear wall Screw arbor with nut at both-ends hole, insertion draws screw rod exit orifice to be blocked, foam filled dose is injected from the Screw arbor with nut at both-ends hole of shear wall inside again, shear wall Screw arbor with nut at both-ends hole is blocked by way of the combination of inner and outside, ensure that PVC plastic conical plug tail end is tightly packed by the outer end in Screw arbor with nut at both-ends hole and is bonded completely with shear wall outer surface of wall, while conical plug anti-slip layer can effectively adhere to cement mortar;The method of the present invention is implemented simple, it is easy to operate, it greatly reduces due to high-rise outer wall leakage scenarios, reduce maintenance cost, construction quality is improved, solves the problems, such as that classic screw hole method for blocking will appear that Screw arbor with nut at both-ends hole is poorly sealed, Screw arbor with nut at both-ends hole alien invasion end is rough and uneven in surface or because of external wall seepage situation caused by foamed material aging.

Description

A kind of high-layer shear force wall exterior wall upstream face Screw arbor with nut at both-ends hole method for blocking
Technical field
The present invention relates to construction engineering technical field, specially a kind of high-layer shear force wall exterior wall upstream face Screw arbor with nut at both-ends hole envelope Blocking method.
Background technique
At present in concrete structure pouring construction, it is substantially shear wall and frame structure, but in civil buildings Shear wall structure is more, and shear wall is related to a large amount of Screw arbor with nut at both-ends construction, pours in shear wall slab during template support It completes, after form removable, inner, external wall can all retain a large amount of Screw arbor with nut at both-ends hole, and interior wall Screw arbor with nut at both-ends hole is generally being plastered at present It is blocked in the process with mortar, exterior wall Screw arbor with nut at both-ends hole is all using foam filled dose of injection as closure.
But foamed material density is low, fragile structure, the closure of Screw arbor with nut at both-ends hole often occurs and does not stand sternly, outside Screw arbor with nut at both-ends hole Face end is rough and uneven in surface or because of external wall seepage situation caused by foamed material aging.
Summary of the invention
It is an object of the invention to solve classic screw hole mentioned above in the background art method for blocking to will appear to drawing Screw hole blocks that not tight, Screw arbor with nut at both-ends hole alien invasion end is rough and uneven in surface or because of external wall seepage situation caused by foamed material aging Problem.
To achieve the above object, the present invention provides a kind of high-layer shear force wall exterior wall upstream face Screw arbor with nut at both-ends hole method for blocking, Including implementation steps in detail below:
Step 1, preparatory regularization produces PVC plastic conical plug in factory, and sets in the tail end of PVC plastic conical plug Set conical plug anti-slip layer;
Step 2, construction point at the construction field (site) set up scaffold, auxiliary construction;
Step 3, rejects the plastic cushion of outer end in Screw arbor with nut at both-ends hole, and takes out Screw arbor with nut at both-ends;
Step 4 clears up sundries in Screw arbor with nut at both-ends hole, and wet in the watering of Screw arbor with nut at both-ends hole periphery;
Step 5 squeezes into PVC plastic conical plug at the Screw arbor with nut at both-ends hole port of shear wall slab upstream face;
Step 6, the filling-foam filler at the Screw arbor with nut at both-ends hole port of shear wall slab back side;
Step 7 carries out white washed wall operation, after clearing up shear wall slab outer surface of wall, moistens to metope, and linked network is smeared Ash.
Preferably, in step 1, the point diameter of the PVC plastic conical plug is less than its tail end diameter, the PVC plastic Expect that the tail end diameter of conical plug is equal with split bolt bore dia.
Preferably, in step 1, the conical plug anti-slip layer includes PVC plastic conical plug rear end surface and in PVC plastic The interlaced a plurality of non-slip groove that material conical plug rear end surface opens up.
Preferably, in step 5, when squeezing into PVC plastic conical plug, first PVC plastic conical plug front end is inserted into drawing spiral shell Rod aperture, and using the tail end of hand hammer percussion PVC plastic conical plug, make PVC plastic conical plug completely into Screw arbor with nut at both-ends hole, and The tail end of PVC plastic conical plug is flushed with Screw arbor with nut at both-ends hole in the port of shear wall slab upstream face.
Preferably, in step 6, when the foam filled dose of injection Screw arbor with nut at both-ends hole, from PVC plastic conical plug with it is right It draws and starts at the gap of screw hole inner wall, filled PVC plastic conical plug and Screw arbor with nut at both-ends hole after filler natural foaming to be foamed The gap of inner wall, and closely knit screw hole.
Preferably, in step 7, when carrying out mesh plaster to shear wall slab exterior wall upstream face, cement mortar is attached to The surface of conical plug anti-slip layer.
Preferably, described foam filled dose is cranny filler of polyurethane foam.
It is compared with prior art, the present invention having the following advantages and benefits:
1) the high-layer shear force wall exterior wall upstream face Screw arbor with nut at both-ends hole method for blocking is used by increasing PVC plastic conical plug PVC plastic conical plug draws screw rod exit orifice to be blocked in alien invasion shear wall Screw arbor with nut at both-ends hole, insertion, then right from shear wall inside It draws and injects foam filled dose at screw hole, shear wall Screw arbor with nut at both-ends hole is blocked in the way of the combination of inner and outside, it is ensured that PVC plastic Conical plug tail end is tightly packed by the outer end in Screw arbor with nut at both-ends hole and is bonded completely with shear wall outer surface of wall, while conical plug is anti-skidding Layer can effectively adhere to cement mortar.
2) high-layer shear force wall exterior wall upstream face Screw arbor with nut at both-ends hole method for blocking, by being hammered into shape at exterior wall upstream face screw hole Enter PVC plastic conical plug, can be while guaranteeing to block quality, the filling with foam filled dose on the inside of outside cooperates, fastly Speed is completed to block operation.
The method of the present invention is implemented simply, easy to operate, greatly reduces due to high-rise outer wall leakage scenarios, shortens engineering Time-consuming reduces maintenance cost, improves construction quality, and solving classic screw hole method for blocking will appear Screw arbor with nut at both-ends hole envelope It is stifled it is not tight, Screw arbor with nut at both-ends hole alien invasion end is rough and uneven in surface or because caused by foamed material aging the problem of external wall seepage situation.
Detailed description of the invention
Fig. 1 is shear wall formwork and Screw arbor with nut at both-ends construction schematic diagram;
Fig. 2 is the implementation diagram of high-layer shear force wall exterior wall upstream face Screw arbor with nut at both-ends hole method for blocking of the invention;
Fig. 3 is the structural schematic diagram of PVC plastic conical plug of the invention;
In figure: screw rod, 5. Screw arbor with nut at both-ends locking nuts, 6. are drawn in 1. shear wall slabs, 2. inner side templates, 3. outboard templates, 4. The outer plastic bushing of Screw arbor with nut at both-ends, 7. shear wall Screw arbor with nut at both-ends holes, 8.PVC plastic conical plug, 9. conical plug anti-slip layers, 10. foaming Filler.
Specific embodiment
In order to make the objectives, technical solutions, and advantages of the present invention clearer, with reference to embodiments, to the present invention It is further elaborated.It should be appreciated that the specific embodiments described herein are merely illustrative of the present invention, it is not used to Limit the present invention.
With reference to the accompanying drawing and specific embodiment is further described application principle of the invention.
Embodiment one
Shear wall formwork and Screw arbor with nut at both-ends as shown in Figure 1, including it is shear wall slab 1, side lining 2, outboard template 3, right Draw screw rod 4, locking nut 5 and plastic bushing 6;
Wherein, shear wall slab 1 is concrete structure;Inside supporting mould when inner side template 2 is 1 pouring construction of shear wall slab Plate;Lateral branch skirting when outboard template 3 is 1 pouring construction of shear wall slab;Screw arbor with nut at both-ends 4 offers external screw thread, to drawing spiral shell Bar 4 is through shear wall slab 1, side lining 2 and side sheet 3, and the both ends of Screw arbor with nut at both-ends 4 are threaded with locking nut 5; The screw pitch of locking nut 5 is consistent with 4 screw pitch of Screw arbor with nut at both-ends, when operation by connection 4 both ends fixed form position of Screw arbor with nut at both-ends and Spacing;Plastic bushing 6 is set in outside Screw arbor with nut at both-ends 4, and the length of the plastic bushing 6 is greater than the thickness of shear wall slab 1, Ke Yibao The recycling of Screw arbor with nut at both-ends 4 is demonstrate,proved, construction cost is saved.
A kind of high-layer shear force wall exterior wall upstream face Screw arbor with nut at both-ends hole method for blocking as shown in Figures 2 and 3, including following tool Body implementation steps:
Step 1, preparatory regularization produces PVC plastic conical plug 8 in factory, and in the tail end of PVC plastic conical plug 8 Conical plug anti-slip layer 9 is set, and the point diameter of PVC plastic conical plug 8 is less than its tail end diameter, the tail end of PVC plastic conical plug 8 Diameter is equal with split bolt bore dia, and conical plug anti-slip layer 9 includes 8 rear end surface of PVC plastic conical plug and bores in PVC plastic The interlaced a plurality of non-slip groove that 8 rear end surface of shape plug opens up;
Step 2, construction point at the construction field (site) set up scaffold, auxiliary construction;
Step 3, rejects the plastic cushion of outer end in Screw arbor with nut at both-ends hole 7, and takes out Screw arbor with nut at both-ends;
Step 4 clears up sundries in Screw arbor with nut at both-ends hole 7, and wet in the watering of 7 periphery of Screw arbor with nut at both-ends hole;
Step 5 squeezes into PVC plastic conical plug 8 at 7 port of Screw arbor with nut at both-ends hole of 1 upstream face of shear wall slab, squeezes into PVC When plastic conical plug 8, Screw arbor with nut at both-ends hole 7 is first inserted into 8 front end of PVC plastic conical plug, and tap PVC plastic taper using hand hammer The tail end of plug 8 makes PVC plastic conical plug 8 completely into Screw arbor with nut at both-ends hole 7, and the tail end of PVC plastic conical plug 8 with to drawing spiral shell Rod aperture 7 is flushed in the port of 1 upstream face of shear wall slab;
Step 6, the filling-foam filler 10 at 7 port of Screw arbor with nut at both-ends hole of 1 back side of shear wall slab are foam filled It is to be foamed to fill out since at the gap of PVC plastic conical plug 8 and 7 inner wall of Screw arbor with nut at both-ends hole when Screw arbor with nut at both-ends hole 7 is injected in agent 10 Fill the gap of filled PVC plastic conical plug 8 and 7 inner wall of Screw arbor with nut at both-ends hole after 10 natural foaming of agent, and closely knit screw hole;
Step 7 carries out white washed wall operation, after the outer surface of wall that shear wall slab 1 is completed in cleaning, moistens to metope, and Mesh plaster, when carrying out mesh plaster to 1 exterior wall upstream face of shear wall slab, cement mortar is attached to conical plug anti-slip layer 9 Surface.
Wherein, foam filled dose 10 is cranny filler of polyurethane foam.
It should be noted that, in this document, the terms "include", "comprise" or its any other variant are intended to non-row His property includes, so that the process, method, article or equipment for including a series of elements not only includes those elements, and And further include other elements that are not explicitly listed, or further include for this process, method, article or equipment institute it is intrinsic Element.In the absence of more restrictions, the element limited by sentence "including a ...", it is not excluded that including institute State in the process, method, article or equipment of element that there is also other identical elements.
The above is made skilled artisans appreciate that or realizing this hair in specific embodiment party of the invention It is bright.Various modifications to these embodiments will be apparent to one skilled in the art, as defined herein General Principle can be realized in other embodiments without departing from the spirit or scope of the present invention.Therefore, of the invention It is not intended to be limited to the embodiments shown herein, and is to fit to and the principles and novel features disclosed herein phase one The widest scope of cause.

Claims (7)

1. a kind of high-layer shear force wall exterior wall upstream face Screw arbor with nut at both-ends hole method for blocking, which is characterized in that including implementing in detail below Step:
Step 1, preparatory regularization production PVC plastic conical plug (8) in factory, and the tail end in PVC plastic conical plug (8) It is arranged conical plug anti-slip layer (9);
Step 2, construction point at the construction field (site) set up scaffold, auxiliary construction;
Step 3, rejects the plastic cushion of Screw arbor with nut at both-ends hole (7) interior outer end, and takes out Screw arbor with nut at both-ends;
Step 4 clears up Screw arbor with nut at both-ends hole (7) interior sundries, and wet in the watering of Screw arbor with nut at both-ends hole (7) periphery;
Step 5 squeezes into PVC plastic conical plug (8) at Screw arbor with nut at both-ends hole (7) port of shear wall slab (1) upstream face;
Step 6, the filling-foam filler (10) at Screw arbor with nut at both-ends hole (7) port of shear wall slab (1) back side;
Step 7 carries out white washed wall operation, after clearing up shear wall slab (1) outer surface of wall, moistens to metope, and linked network is smeared Ash.
2. a kind of high-layer shear force wall exterior wall upstream face Screw arbor with nut at both-ends hole according to claim 1 method for blocking, feature exist In in step 1, the point diameter of the PVC plastic conical plug (8) is less than its tail end diameter, the PVC plastic conical plug (8) tail end diameter is equal with split bolt bore dia.
3. a kind of high-layer shear force wall exterior wall upstream face Screw arbor with nut at both-ends hole according to claim 1 method for blocking, feature exist In in step 1, the conical plug anti-slip layer (9) includes PVC plastic conical plug (8) rear end surface and in PVC plastic taper The interlaced a plurality of non-slip groove that plug (8) rear end surface opens up.
4. a kind of high-layer shear force wall exterior wall upstream face Screw arbor with nut at both-ends hole according to claim 1 method for blocking, feature exist In in step 5, when squeezing into PVC plastic conical plug (8), first by PVC plastic conical plug (8) front end insertion Screw arbor with nut at both-ends hole (7), the tail end for and using hand hammer tapping PVC plastic conical plug (8), makes PVC plastic conical plug (8) completely into Screw arbor with nut at both-ends hole (7), and the tail end of PVC plastic conical plug (8) is flushed with Screw arbor with nut at both-ends hole (7) in the port of shear wall slab (1) upstream face.
5. a kind of high-layer shear force wall exterior wall upstream face Screw arbor with nut at both-ends hole according to claim 1 method for blocking, feature exist In in step 6, when described foam filled dose (10) inject Screw arbor with nut at both-ends hole (7), from PVC plastic conical plug (8) and to drawing Start at the gap of screw hole (7) inner wall, after filler (10) natural foaming to be foamed filled PVC plastic conical plug (8) with it is right Draw the gap of screw hole (7) inner wall, and closely knit screw hole.
6. a kind of high-layer shear force wall exterior wall upstream face Screw arbor with nut at both-ends hole according to claim 1 method for blocking, feature exist In in step 7, when carrying out mesh plaster to shear wall slab (1) exterior wall upstream face, it is anti-that cement mortar is attached to conical plug The surface of slip layer (9).
7. a kind of high-layer shear force wall exterior wall upstream face Screw arbor with nut at both-ends hole according to claim 1 method for blocking, feature exist In described foam filled dose (10) are cranny filler of polyurethane foam.
CN201811313385.1A 2018-11-06 2018-11-06 A kind of high-layer shear force wall exterior wall upstream face Screw arbor with nut at both-ends hole method for blocking Pending CN109339440A (en)

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109838093A (en) * 2019-03-15 2019-06-04 西京学院 A kind of shear wall formwork hole plug and preparation method thereof
CN111254830A (en) * 2019-11-19 2020-06-09 中国铁建大桥工程局集团有限公司 Rapid treatment method for bridge pier pull rod hole
CN111576879A (en) * 2020-04-29 2020-08-25 中国十七冶集团有限公司 Construction method for plugging screw hole of outer vertical face shear wall
CN111852066A (en) * 2020-07-28 2020-10-30 北京城建七建设工程有限公司 Screw hole plugging node and construction method thereof
CN112323991A (en) * 2020-11-26 2021-02-05 中铁二十局集团第六工程有限公司 Outer wall waterproof structure and construction method

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5992858A (en) * 1996-04-15 1999-11-30 Teaster; Sherrill Dean Device used in sealing tie reinforcement holes
CN2565881Y (en) * 2002-05-20 2003-08-13 王亚华 Outer wall bolthole sealing-up rubber stopper
CN202954439U (en) * 2012-08-28 2013-05-29 中联世纪建设集团有限公司 External wall bolt hole leaking stoppage plug
CN104612289A (en) * 2015-02-13 2015-05-13 中冶建工集团有限公司 Method for constructing external walls
DE202016103372U1 (en) * 2015-07-03 2016-07-06 Peri Gmbh closing element
CN108487482A (en) * 2018-06-21 2018-09-04 中建二局第建筑工程有限公司 A kind of plugging structure and method for blocking of screw hole

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5992858A (en) * 1996-04-15 1999-11-30 Teaster; Sherrill Dean Device used in sealing tie reinforcement holes
CN2565881Y (en) * 2002-05-20 2003-08-13 王亚华 Outer wall bolthole sealing-up rubber stopper
CN202954439U (en) * 2012-08-28 2013-05-29 中联世纪建设集团有限公司 External wall bolt hole leaking stoppage plug
CN104612289A (en) * 2015-02-13 2015-05-13 中冶建工集团有限公司 Method for constructing external walls
DE202016103372U1 (en) * 2015-07-03 2016-07-06 Peri Gmbh closing element
CN108487482A (en) * 2018-06-21 2018-09-04 中建二局第建筑工程有限公司 A kind of plugging structure and method for blocking of screw hole

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109838093A (en) * 2019-03-15 2019-06-04 西京学院 A kind of shear wall formwork hole plug and preparation method thereof
CN111254830A (en) * 2019-11-19 2020-06-09 中国铁建大桥工程局集团有限公司 Rapid treatment method for bridge pier pull rod hole
CN111576879A (en) * 2020-04-29 2020-08-25 中国十七冶集团有限公司 Construction method for plugging screw hole of outer vertical face shear wall
CN111852066A (en) * 2020-07-28 2020-10-30 北京城建七建设工程有限公司 Screw hole plugging node and construction method thereof
CN112323991A (en) * 2020-11-26 2021-02-05 中铁二十局集团第六工程有限公司 Outer wall waterproof structure and construction method

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Application publication date: 20190215