CN107630565A - The method and its equipment of a kind of outer wall opening of closing - Google Patents
The method and its equipment of a kind of outer wall opening of closing Download PDFInfo
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- CN107630565A CN107630565A CN201710822588.2A CN201710822588A CN107630565A CN 107630565 A CN107630565 A CN 107630565A CN 201710822588 A CN201710822588 A CN 201710822588A CN 107630565 A CN107630565 A CN 107630565A
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Abstract
The present invention relates to the method and its equipment of wall opening outside a kind of closing, this method comprises the following steps：Decoration of exterior wall construction, measure cavity entrance shape size, making concrete slab, installation concrete slab, decoration of exterior wall surface construction and reserved opening are poured and smash；The device includes outer wall opening measurement apparatus and outer wall opening fill assembly, and the device structure is simple, easy to use, greatly saves the engineering time and has saved construction cost.
Description
Technical field
The present invention relates to the method and its equipment of wall opening outside a kind of closing, belong to the technical field of construction.
Background technology
With the development of urbanization, the construction of the commercial house is more and more faster, and people also step up to the quality requirements of house.
At present, in the whole country, residence outer wall is larger using the proportion accounted for of builder's jack.Exterior wall wall-connecting piece, I-steel hole to be provided
Mouth deals with caused infiltration improperly, and take when removing outrigger it is more be always long-standing problem construction enterprises problem, into
For the common fault of most projects now.Although mending-leakage can be filled a vacancy in construction in later period to meet quality requirement, cost is added,
Fail to meet the time limit of a project.
Traditional exterior wall wall-connecting piece, the processing of builder's jack I-steel hole, basic working procedure are：I-steel is pulled out（Or wall-connecting piece faces
Shi Gaiwei）→ I-steel（Or wall-connecting piece）Hole formwork → pour and smash → form removal → is plastered → decoration of exterior wall, and one so simple
Technological process gets off but at least to need 3 day time, and hole is suitable for reading and contact surface goes out easily to form construction joint, causes to seep water.For section
About tear open the frame time, reduce hole infiltration probability, therefore the new construction method of company's design studies.The content of the invention
In order to solve the above mentioned problem present in prior art, the invention provides a kind of method of wall opening outside closing and its set
Standby, the device structure is simple, easy to use, greatly saves the engineering time and has saved construction cost.
Technical scheme is as follows：
The present invention relates to the method and its equipment of wall opening outside a kind of closing, this method comprises the following steps：
（1）Decoration of exterior wall is constructed：The contact surface and exterior wall lateral surface of external wall plastering layer and concrete slab when outer wall opening is plastered
152 be in 45° angle；
（2）Determine cavity entrance shape size：Exterior wall cavity entrance shape and size are measured using fixed location chi and mobile location chi measurement,
Fixed location chi is affixed on external wall plastering layer, fixed location chi where measuring outer four summits in wall opening respectively using mobile location chi
In position, ensure that the quadrangle that mobile location chi surrounds with fixed location chi is rectangle during reading；
（3）Make concrete slab：Four summits drawn according to step 2 measurement, write down four apex coordinates, according to four summits
Coordinate uses small template construct concrete slab, is installed for convenience of the later stage, and length and width compares respectively when the concrete slab makes
The small 3-7mm of length and width of outer wall opening；After form removal, cement mortar binder course is brushed on concrete slab surface；
（4）Concrete slab is installed：The impact drilling is used vertically downward at away from inner side of outer wall face 5-7cm, is implanted into preset reinforcing bar；
Concrete slab will be completed to be attached on the outside of outer wall opening, by the reserved steel bar and fixed steel bars of concrete slab after adjustment good position
Welding, ensure that concrete slab does not drop；
（5）Decoration of exterior wall surface construction：After concrete slab completes installation, using between cement mortar External Wall coat of plaster and concrete slab
Gap is filled, and after putting up glass fiber net, you can carry out decoration of exterior wall layer construction；
（6）Outer wall opening, which is poured, smashes：Outer wall opening pour smash can with decoration of exterior wall layer and meanwhile construct or treat outer wall surface construction finish
Construct again afterwards, pour and slightly expanded concrete is used when smashing, slightly expanded concrete is poured into hang plate and the leakage of inner side of outer wall face formation
Quarrel, and then allow slightly expanded concrete to leave the cement charging aperture of space formation from the vertical plate upper end and outer wall opening upper end
Into in outer wall opening；Slightly expanded concrete is higher than 4-6 centimetres above outer wall opening at the cement charging aperture, and the later stage is to by force
Cut after degree.
Further, length and width small 5mm of the length and width respectively than eating dishes without rice or wine when concrete slab described in step makes.
Further, including outer wall opening measurement apparatus and outer wall opening fill assembly, the outer wall opening fill assembly
Including the preset reinforcing bar for being arranged at hole closing device on the outside of exterior wall, being fixed in reserved opening and being vertically arranged and it is arranged at
Inner side of outer wall removably pours device；The hole closing device includes the coagulation being engaged with the hole on the outside of the exterior wall
Native plate and fixed steel bars；Described fixed steel bars one end is fixedly connected with the hole closing device, the other end and the preset reinforcing bar
It is fixedly connected；The vertical plate for pouring device and including being fixed on exterior wall on the downside of hole, the vertical plate upper end and hole upper end
Leave space and form cement charging aperture；The vertical plate medial surface of the vertical plate is concordant with the inner side of outer wall face of the exterior wall；Institute
Outer wall opening measurement apparatus is stated, including is bonded and positioned at the fixed location chi of square being tested around hole and movement with metope
Location chi, the fixed location chi are linked together by the upper chi in a L-type right angle and a L-type right angle bottom chi by movable bayonet
Form；The mobile location chi is square, and the size at the tested hole of measurement is engaged with fixed location chi；The fixed location
Magnetic stripe is embedded with inside chi and mobile location chi so that fixed location chi and mobile location chi are pulled together.
Further, concrete slab insertion external wall plastering layer and concordant with the external wall plastering layer；It is described to pour dress
Putting also includes being fixedly connected with the vertical plate upper end and to away from the inclined hang plate of the inner side of outer wall.
Further, the concrete slab is to pour the prismoid that inner skeleton forms, the terrace with edge by pea gravel concreten
Body is high 3 centimetres, and side and the bottom surface angle of the prismoid are 45 degree；Inner skeleton is made up of the more reinforcing bars being staggered.
Further, the fixed steel bars weld together with inner skeleton, and with concrete slab medial surface into 45 degree
Angle.
Further, it is equipped with layer of glass fiber net on the lateral surface of concrete slab and external wall plastering the layer contact.
Further, the fixed steel bars weld together with inner skeleton, and with concrete slab medial surface into 45 degree
Angle；The preset steel-bar arrangement is in the reserved opening away from inner side of outer wall face 5-7cm.
Further, the upper chi and the next chi one side scale value are capitalization English letter, and another side scale value is digital, institute
The scale value for stating the fixed opposite side of location chi two is identical.
The present invention has the advantages that：
1st, the hole closing device of the outer wall opening fill assembly of the present invention is to exempt from dismantling device, accelerates the dismounting time of scaffold,
Reduce labour, saved the time, save construction cost.
2nd, the outer wall opening fill assembly of the present invention can pour the charging aperture more smashes 5 centimeters, guarantee concrete density, therefore
The overall anti-permeability performance of concrete is more preferable.
3rd, the outer wall opening fill assembly construction of the present invention is protected from weather influences substantially, in the case where weather is bad, is saved
Time be more than 2 days, removed for the builder's jack of high-storey, duration benefit is extremely considerable.
4th, the outer wall opening fill assembly of the present invention reduces situ wet operation, has saved the resources such as water, forest, has protected ring
Border.
Brief description of the drawings
Fig. 1 is the method and its equipment overall structure schematic diagram of the outer wall opening of a kind of closing in the present invention；
Fig. 2 is a kind of outer method of wall opening of closing of the present invention and its concrete slab schematic diagram of equipment；
Fig. 3 is a kind of outer method of wall opening of closing of the present invention and its measurement apparatus schematic diagram of equipment；
Fig. 4 is the affixed side position chi schematic diagram of the measurement apparatus of the method for wall opening and its equipment outside a kind of closing of the present invention；
Fig. 5 is the mobile location chi schematic diagram of the measurement apparatus of the method for wall opening and its equipment outside a kind of closing of the present invention.
Reference is expressed as in figure：
1st, outer wall opening fill assembly；11st, hole closing device；111st, concrete slab；112nd, fixed steel bars；113rd, interior bone
Frame；12nd, preset reinforcing bar；13rd, device is poured；131st, vertical plate；1311st, vertical plate medial surface；132nd, hang plate；141st, exterior wall is smeared
Grieshoch；142nd, glass fiber net；15th, exterior wall；151st, inner side of outer wall face；152nd, exterior wall lateral surface；16th, cement charging aperture；2nd, outer wall hole
Mouth measurement apparatus；21st, fixed location chi；211st, upper chi；212nd, the next chi；213rd, movable bayonet；22nd, mobile location chi；23、
Outer wall opening；24th, magnetic stripe.
Embodiment
The present invention will be described in detail with specific embodiment below in conjunction with the accompanying drawings.
Referring to Fig. 1 and Fig. 5, a kind of method of the outer wall opening of closing, comprise the following steps：
（1）Decoration of exterior wall is constructed：Smeared into when the reserved opening of exterior wall 15 is plastered and vertical plane angle at 45 °；
（2）Determine cavity entrance shape size：The outer shape of wall opening 23 and big is measured using fixed location chi 21 and mobile location chi 22
Small, fixed location chi 21 is affixed on external wall plastering layer 141, is fixed where measuring four, hole summit respectively using mobile location chi 22
Position in location chi 21, ensure that the quadrangle that mobile location chi 22 surrounds with fixed location chi 21 is rectangle during reading；
（3）Make concrete slab：Four summits drawn according to step 2 measurement, the coordinate on four summits is write down, according to four tops
Point coordinates uses small template construct concrete slab 111, is installed for convenience of the later stage, length and width when the concrete slab 111 makes
Degree is smaller 3-7mm than the length and width at hole respectively；After form removal, combined in the surface brush conforming layer plain-water slurry of concrete slab 111
Layer；
（4）Concrete slab is installed：Use the impact drilling depth 100mm of Ф 10 vertically downward at the outer medial surface 5cm of wall opening 23,
The method implantation Ф 8 of reserved steel bar 12 is planted afterwards, exposes beam face 100mm.Concrete slab 111 will have been completed to be attached to outside outer wall opening 23
Side, the reserved steel bar 12 of concrete slab 111 is welded with fixed steel bars 112 after adjusting good position, ensure that concrete slab 111 does not fall
Fall；
（5）Decoration of exterior wall surface construction：After concrete slab 111 completes installation, cement mortar External Wall coat of plaster 141 and concrete are used
Gap is filled between plate 111, and after putting up glass fiber net 142, you can carry out decoration of exterior wall layer construction；
（6）Reserved opening, which pours, to be smash：Hole pour smash can with outer wall surface and meanwhile construct or treat outer wall surface construction after apply again
Work, pour and slightly expanded concrete is used when smashing, by the leakage that slightly expanded concrete pours into hang plate 132 and inner side of outer wall face 151 is formed
Quarrel, and then allow slightly expanded concrete to leave the cement of space formation from the upper end of vertical plate 131 and the outer upper end of wall opening 23
Charging aperture 16 enters in outer wall opening 23；Slightly expanded concrete is at the cement charging aperture 16 higher than 4- above outer wall opening 23
6 centimeters, cut after the later stage to intensity.
Further, the length and width length and width than eating dishes without rice or wine respectively when concrete slab 111 described in step 3 makes
Small 5mm.
Further, including outer wall opening measurement apparatus 2 and outer wall opening fill assembly 1, the outer wall opening filling group
Part 1 includes being arranged at the hole closing device 11 in the outside of exterior wall 15, is fixed on the preset reinforcing bar in reserved opening and being vertically arranged
12 removably pour device 13 with the inner side of exterior wall 15 is arranged at；The hole closing device 11 includes and the outside of exterior wall 15
The concrete slab 111 that is engaged of hole and fixed steel bars 112；Described one end of fixed steel bars 112 is fixedly connected with the hole envelope
Mouth device 11, the other end are fixedly connected with the preset reinforcing bar 12；The device 13 that pours includes being fixed on exterior wall on the downside of hole
15 vertical plate 131, the upper end of vertical plate 131 leave space with hole upper end and form cement charging aperture 16；The vertical plate
131 vertical plate medial surface 1311 is concordant with the inner side of outer wall face 151 of the exterior wall 15；The outer wall opening measurement apparatus 2, bag
Include the fixed location chi 21 of square and movement location chi 22 being bonded with metope and around tested hole 23, the fixation
Location chi 21 is linked together structure by the upper L-type right angle bottom chi 212 of chi 211 and one in a L-type right angle by movable bayonet 213
Into；The mobile location chi 22 is square, and the size at the tested hole 23 of measurement is engaged with fixed location chi 21；The fixation
Location chi 21 and the mobile inside of location chi 22 are embedded with magnetic stripe 24 so that fixed location chi 21 and mobile location chi 22 are pull-in on one
Rise.
Further, the concrete slab 111 is embedded in external wall plastering layer 141 and concordant with the external wall plastering layer 141；Institute
State and pour device 13 also including being fixedly connected with the upper end of vertical plate 131 and to away from the inclined inclination in the inner side of exterior wall 15
Plate 132.
Further, the concrete slab 111 is to pour the prismoid that inner skeleton 113 forms, institute by pea gravel concreten
State that prismoid is high 3 centimetres, side and the bottom surface angle of the prismoid are 45 degree；What inner skeleton 113 was staggered by more
Reinforcing bar forms.
Further, the fixed steel bars 112 weld together with inner skeleton 113, and with the medial surface of concrete slab 111
Into 45 degree of angle.
Further, it is equipped with layer of glass fiber net on the lateral surface of concrete slab 111 and external wall plastering layer 141 contact
142。
Further, the fixed steel bars 112 weld together with inner skeleton 113, and with the medial surface of concrete slab 111
Into 45 degree of angle；The preset reinforcing bar 12 is arranged in the reserved opening away from inner side of outer wall face 5-7cm.
Further, the upper chi 211 and one side scale value of the next chi 212 are capitalization English letter, and another side scale value is
Numeral, the scale value of fixed 21 liang of opposite side of location chi are identical.
The operation principle of the present invention：
The first step, decoration of exterior wall construction：Smeared into when the reserved opening of exterior wall 15 is plastered and vertical plane angle at 45 °；Second step, measure
Cavity entrance shape size：22 reserved opening form and dimensions, fixed location chi are measured using fixed location chi 21 and mobile location chi
21 are affixed on external wall plastering layer 141, in fixed location chi 21 where measuring four, hole summit respectively using mobile location chi 22
Position, ensure that the quadrangle that mobile location chi 22 surrounds with fixed location chi 21 is rectangle during reading；3rd step makes concrete
Plate 111：Four summits drawn according to step 2 measurement, write down four apex coordinates, small template are used according to four apex coordinates
Concrete slab 111 is made, is installed for convenience of the later stage, length and width is longer than hole respectively when the concrete slab 111 makes
Degree and the small 3-7mm of width；After form removal, in the surface brush conforming layer plain-water slurry binder course of concrete slab 111；4th step, installation are mixed
Concrete board 111：Use the impact drilling depth 100mm of Ф 10 vertically downward at reserved opening inner side of outer wall face 5cm, rear method of planting is planted
Enter the preset Ф 8 of reinforcing bar 12, expose beam face 100mm.Concrete slab 111 will have been completed and be attached to the outer outside of wall opening 23, adjusted
The preset reinforcing bar 12 of concrete slab 111 is welded with fixed steel bars 112 behind position（Such as Fig. 1）, ensure that concrete slab 111 does not drop；
5th step, decoration of exterior wall surface construction：After concrete slab 111 completes installation, cement mortar External Wall coat of plaster 141 and concrete are used
Gap is filled between plate 111, and after putting up glass fiber net 142, you can carry out decoration of exterior wall layer construction；6th step, outer wall hole
Mouth 23, which pours, to be smash：Hole pour smash can with outer wall surface and meanwhile construct or treat outer wall surface construction after construct again, pour and adopted when smashing
With slightly expanded concrete, and higher than 5 centimeters above hole at cement charging aperture 16, cut after the later stage to intensity.
Embodiments of the invention are the foregoing is only, are not intended to limit the scope of the invention, it is every to utilize this hair
The equivalent structure or equivalent flow conversion that bright specification and accompanying drawing content are made, or directly or indirectly it is used in other related skills
Art field, is included within the scope of the present invention.
Claims (10)
1. the method for the outer wall opening of a kind of closing, it is characterised in that comprise the following steps：
Decoration of exterior wall is constructed：In outer wall opening（23）When plastering, external wall plastering layer（141）With concrete slab（111）Contact surface
With exterior wall lateral surface（152）In 45° angle；
Determine cavity entrance shape size：Use fixed location chi（21）With mobile location chi（22）Measurement measures outer wall opening（23）Shape
Shape and size, fixed location chi（21）It is affixed on external wall plastering layer（141）, use mobile location chi（22）Outer wall opening is measured respectively
（23）Fixed location chi where four summits（21）In position, ensure mobile location chi during reading（22）With fixed location chi
（21）The quadrangle surrounded is rectangle；
Make concrete slab：According to step（2）Four summits drawn are measured, four apex coordinates are write down, according to four summits
Coordinate uses small template construct concrete slab（111）, installed for convenience of the later stage, the concrete slab（111）During making length and
Width is respectively than outer wall opening（23）The small 3-7mm of length and width；After form removal, in concrete slab（111）Brush cement in surface
Starch binder course；
Concrete slab is installed：Away from inner side of outer wall face（151）The impact drilling is used at 5-7cm vertically downward, is implanted into preset steel
Muscle（12）；Concrete slab will be completed（111）It is attached to outer wall opening（23）Outside, adjust concrete slab after good position
（111）Reserved steel bar（12）With fixed steel bars（112）Welding, ensure concrete slab（111）Do not drop；
（5）Decoration of exterior wall surface construction：Concrete slab（111）After completing installation, cement mortar External Wall coat of plaster is used（141）With mixing
Concrete board（111）Between gap be filled, and put up glass fiber net（142）Afterwards, you can carry out exterior wall（15）Decorative layer is constructed；
（6）Outer wall opening, which is poured, smashes：Outer wall opening（23）Pour that smash can be with exterior wall（15）Outer wall surface is constructed or treated to decorative layer simultaneously
Constructed again after construction, pour and slightly expanded concrete is used when smashing, slightly expanded concrete is poured into hang plate（132）With outside within the walls
Side（151）The bell mouth of formation, and then slightly expanded concrete is allowed from the vertical plate（131）Upper end and outer wall opening（23）On
Leave the cement charging aperture of space formation in end（16）Into outer wall opening（23）In；Slightly expanded concrete is in the cement charging aperture
（16）Place is higher than outer wall opening（23）Top 4-6 centimetres, cut after the later stage to intensity.
A kind of 2. method of the outer wall opening of closing as claimed in claim 1, it is characterised in that：Step（3）Described in concrete
Plate（111）Length and width of the length and width respectively than eating dishes without rice or wine small 5mm during making.
A kind of 3. equipment of the outer wall opening of closing, it is characterised in that：Including outer wall opening measurement apparatus（2）Filled with outer wall opening
Component（1）, the outer wall opening fill assembly（1）Including being arranged at exterior wall（15）The hole closing device in outside（11）, it is fixed
In outer wall opening（23）Preset reinforcing bar that is interior and being vertically arranged（12）Be arranged at exterior wall（15）Inner side removably pours device
（13）；The hole closing device（11）Including with the exterior wall（15）The outer wall opening in outside（23）The concrete slab being engaged
（111）And fixed steel bars（112）；The fixed steel bars（112）One end is fixedly connected with the hole closing device（11）, the other end
With the preset reinforcing bar（12）It is fixedly connected；It is described to pour device（13）Including being fixed on outer wall opening（23）Downside exterior wall（15）
Vertical plate（131）, the vertical plate（131）Upper end and outer wall opening（23）Leave space and form cement charging aperture in upper end
（16）；The vertical plate（131）Vertical plate medial surface（1311）With the exterior wall（15）Inner side of outer wall face（151）Concordantly；
The outer wall opening measurement apparatus（2）, including be bonded with metope and be located at outer wall opening（23）Around square fixed survey
Position chi（21）With mobile location chi（22）, the fixed location chi（21）By a upper chi in L-type right angle（211）With a L-type right angle
The next chi（212）Pass through movable bayonet（213）Link together composition；The mobile location chi（22）For square, with fixation
Location chi（21）It is engaged the outer wall opening of measurement（23）Size；The fixed location chi（21）With mobile location chi（22）It is internal
Embedded with magnetic stripe（24）So that fixed location chi（21）With mobile location chi（22）It is pulled together.
A kind of 4. equipment of the outer wall opening of closing as claimed in claim 3, it is characterised in that：The concrete slab（111）It is embedding
Enter external wall plastering layer（141）And with the external wall plastering layer（141）Concordantly；It is described to pour device（13）Also include with it is described vertical
Plate（131）Upper end is fixedly connected and to away from the exterior wall（15）The inclined hang plate in inner side（132）.
A kind of 5. equipment of the outer wall opening of closing as claimed in claim 4, it is characterised in that：The concrete slab（111）It is
Inner skeleton is poured by pea gravel concreten（113）The prismoid formed, the prismoid is high 3 centimetres, the side of the prismoid
It it is 45 degree with bottom surface angle；Inner skeleton（113）It is made up of the more reinforcing bars being staggered.
A kind of 6. equipment of the outer wall opening of closing as claimed in claim 5, it is characterised in that：The fixed steel bars（112）With
Inner skeleton（113）Weld together, and and concrete slab（111）Medial surface is into 45 degree of angle.
A kind of 7. equipment of the outer wall opening of closing as claimed in claim 6, it is characterised in that：As claimed in claim 5 one
The outer wall opening fill assembly of kind, it is characterised in that：The concrete slab（111）With external wall plastering layer（141）The lateral surface of contact
On be equipped with layer of glass fiber net（142）.
A kind of 8. equipment of the outer wall opening of closing as claimed in claim 7, it is characterised in that：The fixed steel bars（112）With
Inner skeleton（113）Weld together, and and concrete slab（111）Medial surface is into 45 degree of angle；The preset reinforcing bar（12）
It is arranged at away from inner side of outer wall face（151）5-7cm outer wall opening（23）It is interior.
A kind of 9. equipment of the outer wall opening of closing as claimed in claim 8, it is characterised in that：The upper chi（211）With under
Position chi（212）One side scale value is capitalization English letter, and another side scale value is digital, the fixed location chi（21）The mark of two opposite side
It is worth identical.
A kind of 10. equipment of the outer wall opening of closing as claimed in claim 9, it is characterised in that：The mobile location chi（22）
Both sides length is equal.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710822588.2A CN107630565B (en) | 2017-09-13 | 2017-09-13 | Method and equipment for closing opening of external wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710822588.2A CN107630565B (en) | 2017-09-13 | 2017-09-13 | Method and equipment for closing opening of external wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107630565A true CN107630565A (en) | 2018-01-26 |
| CN107630565B CN107630565B (en) | 2020-02-21 |
Family
ID=61101729
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710822588.2A Active CN107630565B (en) | 2017-09-13 | 2017-09-13 | Method and equipment for closing opening of external wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107630565B (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109811908A (en) * | 2019-04-02 | 2019-05-28 | 中建八局第一建设有限公司 | A kind of sucked type external scaffolding sealing hole device and construction method |
| CN112252759A (en) * | 2020-09-22 | 2021-01-22 | 广东龙越建筑工程有限公司 | Wall opening plugging assembly and plugging method |
| CN112854488A (en) * | 2021-01-15 | 2021-05-28 | 北京崇建工程有限公司 | Method for plugging assembled outer wall hole |
| 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 |
| CN116442371A (en) * | 2023-05-19 | 2023-07-18 | 山东威宝节能科技集团有限公司 | Slurry coating device of dismantling-free template |
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| CN105332519A (en) * | 2015-11-11 | 2016-02-17 | 北京筑福国际工程技术有限责任公司 | Added elevator structure using exterior wall cladding panels and its construction method |
| CN205955188U (en) * | 2016-08-30 | 2017-02-15 | 中建五局蚌埠建筑工程有限公司 | Construct shutoff of outer wall opening mouth and irritate material template device |
| CN206467993U (en) * | 2016-08-31 | 2017-09-05 | 中铁十一局集团建筑安装工程有限公司 | A kind of Overhanging Outside Scaffold I-steel sealing hole device |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| US5199238A (en) * | 1991-05-31 | 1993-04-06 | Maestas Luis L | Wall repair device |
| CN105332519A (en) * | 2015-11-11 | 2016-02-17 | 北京筑福国际工程技术有限责任公司 | Added elevator structure using exterior wall cladding panels and its construction method |
| CN205955188U (en) * | 2016-08-30 | 2017-02-15 | 中建五局蚌埠建筑工程有限公司 | Construct shutoff of outer wall opening mouth and irritate material template device |
| CN206467993U (en) * | 2016-08-31 | 2017-09-05 | 中铁十一局集团建筑安装工程有限公司 | A kind of Overhanging Outside Scaffold I-steel sealing hole device |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109811908A (en) * | 2019-04-02 | 2019-05-28 | 中建八局第一建设有限公司 | A kind of sucked type external scaffolding sealing hole device and construction method |
| CN109811908B (en) * | 2019-04-02 | 2024-01-19 | 中建八局第一建设有限公司 | Sucker type external scaffold hole plugging device and construction method |
| CN112252759A (en) * | 2020-09-22 | 2021-01-22 | 广东龙越建筑工程有限公司 | Wall opening plugging assembly and plugging method |
| CN112854488A (en) * | 2021-01-15 | 2021-05-28 | 北京崇建工程有限公司 | Method for plugging assembled outer wall hole |
| CN112854488B (en) * | 2021-01-15 | 2022-07-19 | 北京崇建工程有限公司 | Method for plugging assembled outer wall hole |
| 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 |
| CN116442371A (en) * | 2023-05-19 | 2023-07-18 | 山东威宝节能科技集团有限公司 | Slurry coating device of dismantling-free template |
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|---|---|
| CN107630565B (en) | 2020-02-21 |
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