CN107386468A - A kind of wall post-cast strip mold method - Google Patents
A kind of wall post-cast strip mold method Download PDFInfo
- Publication number
- CN107386468A CN107386468A CN201610324659.1A CN201610324659A CN107386468A CN 107386468 A CN107386468 A CN 107386468A CN 201610324659 A CN201610324659 A CN 201610324659A CN 107386468 A CN107386468 A CN 107386468A
- Authority
- CN
- China
- Prior art keywords
- cover plate
- cast strip
- post
- wall
- mold method
- 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.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
- E04B1/68—Sealings of joints, e.g. expansion joints
- E04B1/6801—Fillings therefor
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
A kind of wall post-cast strip mold method, it is characterised in that comprise the following steps：A, material prepares, b, cover plate（5）Make, c, template construction.The present invention wall post-cast strip mold method have apparatus structure simple, easy to make, post-cast strip is blocked in advance, technique is simple, easy for construction, material using waste recovery and it is cost-effective the advantages of.
Description
Technical field
The present invention relates to a kind of mold method of concreting, is a kind of wall post-cast strip mold method specifically.
Background technology
As skyscraper develops to scale of construction maximization and structure function variation direction, super-long structural, main building podium formula structure or bodily form irregular structure continuously emerge.Especially to there is the building of underground waterproof requirement, it is desirable to which structure does not stay movement joint, substitutes it frequently with post-cast strip, but later process of the setting of post-cast strip but to engineering is made troubles.
Therefore known post empiricism mode there are problems that above-mentioned a variety of inconvenience and.
The content of the invention
The purpose of the present invention, it is to propose that a kind of material uses waste recovery, cost-effective wall post-cast strip mold method.
It is another object of the present invention to propose a kind of wall post-cast strip mold method blocked in advance to post-cast strip.
To achieve the above object, technical solution of the invention is：
A kind of wall post-cast strip mold method, it is characterised in that comprise the following steps：
A, material prepares：Φ 6-14mm reinforcing bars, height >=10cm template bar are provided；Φ >=14mm sealing up screw and plastic sheeting；
B, cover plate makes：Deck design is individual layer one-way slabs, reinforcing bar cage bar Φ 14mm spacing 150mm, the auxiliary muscle Φ 6mm spacing 200mm of reinforcing bar in cover plate；The wide 1.2m of cover plate, long 0.5m-1.5m, cover plate centre position are arranged symmetrically the draw ring of pre-buried four Φ 10mm round steel making as hanger；Cover plate concreting, and template framework bottom paving plastic film is made in cover plate during casting concrete, make lid surface smooth；
C, template construction, comprise the following steps：
（1）Treat that outer wall of basement pours completion, post-cast strip possesses waterproof construction condition, the snap the line at each 10cm in wall post-cast strip both sides, control cover plate installation site through cleaning, dabbing；
（2）Draw ring lifting, installation cover plate are hooked using equipment, double faced adhesive tape is pasted between cover plate and exterior wall, prevents spillage when post-cast strip pours；
（3）Formwork reinforcement, sealing up screw are welded on lifting draw ring, the welded lap length 8cm of sealing up screw and draw ring；Inner side of outer wall template width 1.4m, it is secondary it is stupefied be vertically spaced 150mm arrangements, the main stupefied long double steel pipe lateral arrangements of 1.4m with the 40mm*60mm lumps of wood, and reinforced with sealing up screw colligation.
The wall post-cast strip mold method of the present invention can also be further achieved by the following technical measures.
Foregoing method, wherein in cover plate installation can two pieces of an equal amount of cover plates of overlapping laying, one layer of mortar is laid during laying between levels cover plate, cover plate is more preferably bonded.
Foregoing method, wherein the concrete waste material that the concrete that the cover plate pours is scattered when being field agent structure casting concrete.
Foregoing method, wherein the Φ 6-14mm reinforcing systems reinforcing bar waste material.
Foregoing method, wherein cover plate striking time >=12h.
Foregoing method, wherein it is 8cm that the draw ring, which exposes lid surface length,.
After adopting the above technical scheme, the wall post-cast strip mold method of the present invention has advantages below：
1st, apparatus structure is simple, easy to make；
2nd, post-cast strip is blocked in advance, technique is simple, easy for construction；
3rd, material uses waste recovery, cost-effective.
Brief description of the drawings
Fig. 1 is that the cover plate of the embodiment of the present invention makes template framework structural representation；
Fig. 2 is the cover plate pull ring structure schematic diagram of the embodiment of the present invention；
Fig. 3 is the template-setup schematic diagram of the embodiment of the present invention；
Fig. 4 is the inner side of outer wall formwork reinforcement schematic diagram of the embodiment of the present invention.
In figure：1 cover plate makes template framework, 2 reinforcing bar cage bars, the auxiliary muscle of 3 reinforcing bars, 4 cover plate draw rings, 5 cover plates, 6 outer wall of basement, 7 double faced adhesive tapes, 8 sealing up screw, 9 inner side of outer wall templates, 10 waterproof layers, 11 double steel pipes, 12 lumps of wood.
Embodiment
With reference to embodiments and its accompanying drawing illustrates further to the present invention.
Embodiment 1
The wall post-cast strip mold method construction process of the present invention：Prefabricated-surveying setting-out-post-cast strip processing-the model sheetinstallat of preparation of construction-cover plate.
The wall post-cast strip mold method of the present invention, it is characterised in that comprise the following steps：
A, material prepares：Φ 14mm reinforcing bars, highly the template bar for 10cm are provided；Φ 14mm sealing up screw and plastic sheeting；The Φ 14mm reinforcing systems reinforcing bar waste material.
B, cover plate 5 makes.
Referring now to Fig. 1-2, Fig. 1 is that the cover plate of the embodiment of the present invention makes template framework structural representation, and Fig. 2 is the cover plate pull ring structure schematic diagram of the embodiment of the present invention.As illustrated, the deck design is individual layer one-way slabs, the Φ 14mm spacing 150mm of reinforcing bar cage bar 2 in cover plate, the auxiliary Φ 6mm spacing 200mm of muscle 3 of reinforcing bar；The wide 1.2m of cover plate, long 1.5m, cover plate centre position are arranged symmetrically the draw ring 4 that pre-buried four Φ 10mm round steel makes and are used as hanger；Cover plate concreting, and the bottom paving plastic film of template framework 1 is made in cover plate during casting concrete, make lid surface smooth；The concrete waste material that the concrete that the cover plate 5 pours is scattered when being field agent structure casting concrete.It is 8cm that the draw ring, which exposes lid surface length,.
C, template construction, comprise the following steps：
（1）Treat that outer wall of basement pours completion, post-cast strip possesses waterproof construction condition, the snap the line at each 10cm in wall post-cast strip both sides, control the installation site of cover plate 5 through cleaning, dabbing.Fig. 3 is the template-setup schematic diagram of the embodiment of the present invention, and Fig. 4 is the inner side of outer wall formwork reinforcement schematic diagram of the embodiment of the present invention.
（2）Lifted by crane using equipment hook draw ring 4, cover plate 5 is installed, double faced adhesive tape is pasted between cover plate and exterior wall, prevents spillage when post-cast strip pours；The cover plate 5 install in can two pieces of an equal amount of cover plates 5 of overlapping laying, lay one layer of mortar between levels cover plate during laying, cover plate is more preferably bonded.The draw ring 4 in lower floor's cover plate need to be removed during two pieces of an equal amount of cover plates 5 of overlapping laying.
（3）Formwork reinforcement, sealing up screw are welded on lifting draw ring 4, the welded lap length 8cm of sealing up screw and draw ring；Inner side of outer wall template width 1.4m, secondary stupefied the 40mm*60mm lumps of wood 12 vertically interval 150mm arrangements, the main stupefied long lateral arrangements of double steel pipe 11 of 1.4m, and reinforced with sealing up screw colligation.The striking time of cover plate 5 is 12h.
The present invention has substantive distinguishing features and significant technological progress, and wall post-cast strip mold method of the invention blocks to post-cast strip in advance, serves not only as the basic unit of screed-coat and waterproof layer, and can bears the pressure of basement backfill, and technique is simple, easy for construction.
The wall post-cast strip mold method of the invention of the present invention Bangbu sophora flower garden is attached and conveyance system in use, significant effect, obtained the abundant affirmation of exploiting entity, supervisor and construction unit
Above example is used for illustrative purposes only, rather than limitation of the present invention, person skilled in the relevant technique, without departing from the spirit and scope of the present invention, can also make various conversion or change.Therefore, all equivalent technical schemes should also belong to scope of the invention, should be limited by each claim.
Claims (6)
1. a kind of wall post-cast strip mold method, it is characterised in that comprise the following steps：
A, material prepares：Φ 6-14mm reinforcing bars, height >=10cm template bar are provided；Φ >=14mm sealing up screw and plastic sheeting；
B, cover plate（5）Make：Deck design is individual layer one-way slabs, reinforcing bar cage bar in cover plate（2）Φ 14mm spacing 150mm, the auxiliary muscle of reinforcing bar（3）Φ 6mm spacing 200mm；The wide 1.2m of cover plate, long 0.5m-1.5m, cover plate centre position are arranged symmetrically the draw ring that pre-buried four Φ 10mm round steel makes（4）As hanger；Cover plate concreting, and make template framework in cover plate during casting concrete（1）Bottom paving plastic film, make lid surface smooth；
C, template construction, comprise the following steps：
（1）Treat that outer wall of basement pours completion, post-cast strip possesses waterproof construction condition, the snap the line at each 10cm in wall post-cast strip both sides, control cover plate through cleaning, dabbing（5）Installation site；
（2）Draw ring is hooked using equipment（4）Lifting, installation cover plate（5）, double faced adhesive tape is pasted between cover plate and exterior wall, prevents spillage when post-cast strip pours；
（3）Formwork reinforcement, sealing up screw are welded on lifting draw ring（4）On, the welded lap length 8cm of sealing up screw and draw ring；Inner side of outer wall template width 1.4m, it is secondary it is stupefied be vertically spaced 150mm arrangements, the main stupefied long double steel pipe lateral arrangements of 1.4m with the 40mm*60mm lumps of wood, and reinforced with sealing up screw colligation.
2. wall post-cast strip as claimed in claim 1 mold method, it is characterised in that the cover plate（5）Can two pieces of an equal amount of cover plates of overlapping laying in installation（5）, one layer of mortar is laid during laying between levels cover plate, cover plate is more preferably bonded.
3. wall post-cast strip as claimed in claim 1 mold method, it is characterised in that the cover plate（5）The concrete waste material that the concrete poured is scattered when being field agent structure casting concrete.
4. wall post-cast strip as claimed in claim 1 mold method, it is characterised in that the Φ 6-14mm reinforcing systems reinforcing bar waste material.
5. wall post-cast strip as claimed in claim 1 mold method, it is characterised in that the cover plate（5）Striking time >=12h.
6. wall post-cast strip as claimed in claim 1 mold method, it is characterised in that it is 8cm that the draw ring, which exposes lid surface length,.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610324659.1A CN107386468A (en) | 2016-05-17 | 2016-05-17 | A kind of wall post-cast strip mold method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610324659.1A CN107386468A (en) | 2016-05-17 | 2016-05-17 | A kind of wall post-cast strip mold method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107386468A true CN107386468A (en) | 2017-11-24 |
Family
ID=60338457
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610324659.1A Pending CN107386468A (en) | 2016-05-17 | 2016-05-17 | A kind of wall post-cast strip mold method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107386468A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110080520A (en) * | 2019-05-27 | 2019-08-02 | 中建四局第三建筑工程有限公司 | A kind of post-cast strip is without support shuttering constructing device and method |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201280725Y (en) * | 2008-09-27 | 2009-07-29 | 中国建筑第五工程局有限公司 | Post-casting construction precast slab for basement of buildings |
| CN203625942U (en) * | 2013-08-21 | 2014-06-04 | 中建二局第二建筑工程有限公司 | Basement outer wall post-cast strip ahead water stopping structure |
| CN204626467U (en) * | 2015-05-12 | 2015-09-09 | 中建三局第二建设工程有限责任公司 | The steel form the complete sets of equipment that a kind of ater-casting is closed in advance |
-
2016
- 2016-05-17 CN CN201610324659.1A patent/CN107386468A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201280725Y (en) * | 2008-09-27 | 2009-07-29 | 中国建筑第五工程局有限公司 | Post-casting construction precast slab for basement of buildings |
| CN203625942U (en) * | 2013-08-21 | 2014-06-04 | 中建二局第二建筑工程有限公司 | Basement outer wall post-cast strip ahead water stopping structure |
| CN204626467U (en) * | 2015-05-12 | 2015-09-09 | 中建三局第二建设工程有限责任公司 | The steel form the complete sets of equipment that a kind of ater-casting is closed in advance |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110080520A (en) * | 2019-05-27 | 2019-08-02 | 中建四局第三建筑工程有限公司 | A kind of post-cast strip is without support shuttering constructing device and method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103205979B (en) | Method for constructing large raft foundation under high temperature | |
| CN105862873B (en) | Deep basal pit narrow space underground waterproof and external wall structure construction method | |
| CN104631512B (en) | Hang modulus method after-pouring band beam-slab construction method | |
| CN103590602B (en) | The construction method of cast-in-place concrete hollow building roof | |
| CN106192907B (en) | Add the construction method of 150m~300m grade high concrete panel rock-fill dams of cement sand and gravel structure sheaf | |
| CN103615053B (en) | Monolithic reinforced concrete structure post empiricism engineering method | |
| CN105178603A (en) | EPS polyphenyl dismantling-exempt template concrete building cover plate construction technology method | |
| CN213952303U (en) | Basement outer wall post-cast strip assembled protection wall construction structures | |
| CN205576955U (en) | Raft foundation's reinforced structure is displaced into to strip footing | |
| CN108457243B (en) | Construction method of assembled concrete breakwater | |
| CN103603359A (en) | Deep foundation pit diagonal bracing support structure demolition method | |
| CN106609508A (en) | Construction technology and construction method for large-particle-size pebble stratum super-deep foundation pit in strong water permeation environment of Yellow River flood plain | |
| CN104060760B (en) | High Rise Building Transfer Floor Structure concrete super large beam construction in layer method | |
| CN102653946A (en) | Waterproof construction method for setting rubber waterstop at bottom of reinforced concrete raft foundation | |
| CN108330902B (en) | Construction method for cast-in-situ lower cross beam of high-pile wharf | |
| CN202730579U (en) | Recyclable prefabricated concrete block for hardening construction plant | |
| CN105780992A (en) | Construction method of orthogonal and ortho-laid steel concrete vierendeel sandwich plate floor | |
| CN110593321A (en) | Construction method of basement outer wall post-cast strip advanced sealing prefabricated clamping groove formwork-free system | |
| CN212129250U (en) | Construction structure for additionally arranging collecting groove on post-cast strip of high-water-level foundation | |
| CN107386468A (en) | A kind of wall post-cast strip mold method | |
| CN210288465U (en) | Assembled retaining wall post-cast strip plugging member | |
| CN210117716U (en) | Trapezoidal foundation ditch lateral wall concrete typical forms of elevartor shaft | |
| CN204645093U (en) | Basement outer wall post-cast strip advanced treatment structure | |
| CN108661087A (en) | The waterproof construction and construction method of tower crane in a kind of basement bottom board | |
| CN208717952U (en) | A kind of reserved passage construction device of basement post-pouring zone |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20171124 |