CN109488095A - Construction method based on acrylic bealock punching block - Google Patents
Construction method based on acrylic bealock punching block Download PDFInfo
- Publication number
- CN109488095A CN109488095A CN201811321137.1A CN201811321137A CN109488095A CN 109488095 A CN109488095 A CN 109488095A CN 201811321137 A CN201811321137 A CN 201811321137A CN 109488095 A CN109488095 A CN 109488095A
- Authority
- CN
- China
- Prior art keywords
- punching block
- bealock
- acrylic
- construction method
- screw rod
- 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
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H7/00—Construction or assembling of bulk storage containers employing civil engineering techniques in situ or off the site
- E04H7/02—Containers for fluids or gases; Supports therefor
- E04H7/18—Containers for fluids or gases; Supports therefor mainly of concrete, e.g. reinforced concrete, or other stone-like material
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G15/00—Forms or shutterings for making openings, cavities, slits, or channels
Abstract
The invention discloses a kind of construction methods based on acrylic bealock punching block, comprising the following steps: binds bealock structure reinforcing bars and completes, and one end of Three-section water stop screw rod is vertically welded on reinforcing bar, sleeve is upward；Side form, backform and punching block are installed, punching block and bealock shape adaptation lift punching block when installing punching block, its absolute altitude and flatness are controlled by adjusting the height of plug after punching block is passed through Three-section water stop screw rod, and carry out the locking of punching block using set nut mode on screw rod to punching block face；Casting concrete, punching block reservation is not removed after the completion of concreting, carries out curing in the mold and finished product protection, removes side form, backform and punching block, and block to plug hole.Construction method proposed by the present invention based on acrylic bealock punching block can guarantee bealock shaping structures quality by one-off construction.
Description
Technical field
The present invention relates to technical field of building construction more particularly to a kind of construction methods based on acrylic bealock punching block.
Background technique
Due to technique or purposes demand, pond is that ornamental form is arranged, need to be in side-walls construction bealock, for sub- gram of the later period
The installation of power glass.The installation accuracy of acrylic glass requires height, wants to the flatness design for the bealock body structure surface being in contact
It asks in 2mm, the arc chord angle of R10mm need to be arranged in inner corner trim.This requires to be higher than conventional specification requirement.
Bealock structure is equal to common anti-bank and tongue-and-groove structure, the conventional method using secondary structure construction, in lower part
Secondary construction is carried out again after the completion of structure construction, and conventional construction method causes to form straight joint between bealock bottom and bottom plate, be unsatisfactory for
Pool construction construction requirement, easily causes hidden leakage defect.It is therefore desirable to provide a kind of guarantee one-off construction bealock knot is constituted
The construction technology of type quality.
Summary of the invention
The main purpose of the present invention is to provide a kind of construction methods based on acrylic bealock punching block, it is intended to by primary
Property construction to guarantee bealock shaping structures quality.
To achieve the above object, the present invention provides a kind of construction method based on acrylic bealock punching block, including following step
It is rapid:
Bealock structure reinforcing bars are bound and are completed, and one end of Three-section water stop screw rod are vertically welded on reinforcing bar, sleeve court
On；
Side form, backform and punching block, punching block and bealock shape adaptation are installed, when installing punching block, punching block is lifted, punching block is passed through
Its absolute altitude and flatness are controlled after Three-section water stop screw rod by adjusting the height of plug, and punching block face is used and is covered on screw rod
Nut mode carries out the locking of punching block；
Casting concrete, punching block reservation is not removed after the completion of concreting, carries out curing in the mold and finished product protection, is removed
Side form, backform and punching block, and plug hole is blocked.
Preferably, the punching block is L-type steel mould to correspond to L-type bealock, and L-type steel mould includes L-type panel and is located at L-type face
The L-type support plate and floor of plate side offer multiple installations for passing through for Three-section water stop screw rod on L-type panel
Hole.
Preferably, punching block is provided with muti-piece, and adjacent two punching block is connected by screw with nut two-by-two.
Preferably, it when concreting, is vibrated using plate vibrator on punching block surface to guarantee lower part concrete
It is closely knit；When concreting, by the way of placement layer by layer, pouring height every time is 0.2m ~ 0.4m.
Preferably, when punching block area is greater than preset area, punching block surface opens up hole of vibrating, and carries out coagulation using vibrating spear
Soil vibrates, and closes hole of vibrating at once after the completion of vibrating.
Preferably, after punching block is removed, closure processing is carried out to the plug hole after removal plug using mortar.
Preferably, concrete curing method is band mould water-preserving curing, keeps having condensed water in punching block.
Preferably, of length no more than 1500mm of punching block.
Preferably, when lifting punching block, cooperation bottle gouard moved by hands carries out accurate positioning installation.
Preferably, when controlling its absolute altitude and flatness, absolute altitude is carried out using level by adjusting the height of plug
Review after review passes through, is locked punching block by screw rod and nut cooperation.
Construction method proposed by the present invention based on acrylic bealock punching block, has the advantages that.
1, reliable in quality.Bealock shape is corresponded to by the way that punching block is arranged, meanwhile, punching block fix stably will not be because of casting concrete
When generate drift, thus realize bealock high-precision configuration construct, therefore one-time-concreting i.e. can guarantee Forming Quality.
2, easy to operate.It is assembled that sectional type punching block can be used, facilitate construction, cooperation bottle gouard moved by hands carries out accurate positioning peace
Dress, and construction method worker is easy to operate.
3, pollution, save the cost are reduced.The disposable high survival rate of bealock high-precision configuration construction, construction quality meet design
And code requirement, it reduces because quality problems are done over again, polishing is avoided to repair, reduce dust, noise pollution, saved labour and material
Expect cost.
Detailed description of the invention
Fig. 1 is that the present invention is based on the side view structures for the punching block that support plate is equipped in the construction method of acrylic bealock punching block
Schematic diagram；
Fig. 2 is that the present invention is based on the positive structure diagrams of punching block in the construction method of acrylic bealock punching block；
Fig. 3 is the structural schematic diagram the present invention is based on the construction method of acrylic bealock punching block when template is installed；
Fig. 4 is that the present invention is based on the flow diagrams of the construction method of acrylic bealock punching block.
In figure, 1- punching block, 11- mounting hole, 12-L type panel, 13--L type support plate, 14- floor, 2- Three-section water stop spiral shell
Bar, 21- plug, 3- Template Location reinforcing bar, the common Screw arbor with nut at both-ends of 4-, 5- is to gallows timber mill, 6- double steel pipe.
The embodiments will be further described with reference to the accompanying drawings for the realization, the function and the advantages of the object of the present invention.
Specific embodiment
It should be appreciated that the specific embodiments described herein are merely illustrative of the present invention, it is not intended to limit the present invention.
It should be noted that in the description of the present invention, term " transverse direction ", " longitudinal direction ", "upper", "lower", "front", "rear",
The orientation or positional relationship of the instructions such as "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outside" is based on attached drawing institute
The orientation or positional relationship shown, is merely for convenience of description of the present invention and simplification of the description, and is not the dress of indication or suggestion meaning
It sets or element must have a particular orientation, be constructed and operated in a specific orientation, therefore should not be understood as to limit of the invention
System.In addition, term " first ", " second " etc. are used for descriptive purposes only and cannot be understood as indicating or suggesting relative importance.
Referring to figs. 1 to Fig. 4, in this preferred embodiment, a kind of construction method based on acrylic bealock punching block, including it is following
Step:
Bealock structure reinforcing bars are bound and are completed, and one end of Three-section water stop screw rod is vertically welded on reinforcing bar by step S10,
Its sleeve is upward；
Step S20, installation side form, backform and punching block 1, punching block 1 and bealock shape adaptation lift punching block when installing punching block 1
1, punching block 1 is controlled into its absolute altitude and flatness by adjusting the height of plug after Three-section water stop screw rod, and to punching block 1
The locking for carrying out punching block using nut mode is covered on screw rod；
Step S30, casting concrete, punching block reservation is not removed after the completion of concreting, carries out curing in the mold and finished product
Protection is removed side form, backform and punching block 1, and is blocked to plug hole.
Punching block 1 is provided with muti-piece, and adjacent two punching block 1 is connected by screw with nut two-by-two.Before construction, according to structure shape
Shape carries out punching block Deepen Design, and processes punching block 1 according to Deepen Design figure piecemeal.Punching block processing size is strictly wanted by Deepen Design
Execution is asked, need to meet can use manually installed construction requirement.In order to adapt to the high huge pillar of different size, according to specific bealock
Structure size carries out individual Deepen Design.In the present embodiment, of length no more than 1500mm of punching block 1 is set, to facilitate worker
Operation.
It is that L-type steel mould is illustrated for corresponding to L-type bealock by punching block, L-type steel mould 1 includes L-type in the present embodiment
Panel 12 and L-type support plate 13 and floor 14 positioned at 12 side of L-type panel offer multiple be used on L-type panel 12
The mounting hole 11 passed through for Three-section water stop screw rod.L-type panel 12 supports+- 63 × 6 ribs using 4mm thickness steel facing+- 63 × 6 right angles
Plate 14 forms.In other variant embodiments, other structures are can also be used in punching block, if U-shaped structure matches U-shaped bealock, as long as steel
Mould shape is corresponding with bealock.
In step S20, side form and backform are all made of plank sheathing, are only at bealock using punching block 1.When lifting punching block 1, cooperation
Bottle gouard moved by hands carries out accurate positioning installation.In the present embodiment, template system include punching block 1+50mm × 100mm wood a tree, used in making timber for boats+A48 ×
The 3.0 compound formwork systems of double steel pipe+M16 Three-section water stop screw rod.
Further, in order to guarantee the flatness of bealock structure, its absolute altitude peace is controlled by adjusting the height of plug
It is whole when spending, and the review of absolute altitude is carried out using level, after review passes through, punching block 1 is locked by screw rod and nut cooperation
It is fixed.
In order to guarantee thickness of concrete cover, when installing punching block 1, the position of every 1m need to be arranged identical as protective layer thickness
High-strength mortar cushion block.
In step S30, when concreting, vibrated using plate vibrator on 1 surface of punching block to guarantee that lower part is mixed
Coagulate the closely knit of soil.In order to be conducive to vibrate and guarantee concrete pouring quality, when concreting, by the way of placement layer by layer,
Height about 0.2m ~ 0.4m is poured every time, specifically pours height depending on specific bealock structure size.
In step S30, when 1 area of punching block be greater than preset area when, 1 surface of punching block opens up hole of vibrating, using vibrating spear into
Row concrete vibrates, and closes hole of vibrating at once after the completion of vibrating.2 vibrating heads can be used at bealock structure while shaking
It smashes, should be inserted using plug-in type vibrating stick and be pulled out slowly fastly, slotting point is evenly distributed, and point-by-point mobile, sequence progress must not omit, accomplish
Even jolt ramming and can not over vibration.It to vibrate in time when casting concrete, each vibrating time will be strict controlled in 30 ~ 45s.It pours mixed
Steel die can be tapped with rubber hammer during solidifying soil, guarantee the compactness of concrete.During casting concrete, need
The slump of strict control concrete, each bealock structure will show the slump of concrete before casting concrete
Field is examined, and the concrete that slump is not up to requirement (180 ~ 200mm) will be retracted immediately to be forbidden to use, in the bealock structure construction phase
Between, the concrete stopped more than 1 hour is forbidden using after adding water, answers the timely material returned.
After punching block 1 is removed, closure processing is carried out to the plug hole after removal plug using mortar.
In order to protect concrete topping not to be destroyed and pollute, concrete curing method is band mould water-preserving curing, prevents from applying
Work material and bealock structure, which collide, causes the structural failures such as losing fangle.In addition, need to keep having condensed water in punching block 1, support
Protecting the period is 2 weeks.
In order to guarantee bealock structure construction quality, the form removable time started is before subsequent job is transferred, in demolishing process
Carry out finished product protection.
Construction method proposed by the present invention based on acrylic bealock punching block, has the advantages that.
1, reliable in quality.Bealock shape is corresponded to by the way that punching block is arranged, meanwhile, punching block fix stably will not be because of casting concrete
When generate drift, thus realize bealock high-precision configuration construct, therefore one-time-concreting i.e. can guarantee Forming Quality.
2, easy to operate.It is assembled that sectional type punching block can be used, facilitate construction, cooperation bottle gouard moved by hands carries out accurate positioning peace
Dress, and construction method worker is easy to operate.
3, pollution, save the cost are reduced.The disposable high survival rate of bealock high-precision configuration construction, construction quality meet design
And code requirement, it reduces because quality problems are done over again, polishing is avoided to repair, reduce dust, noise pollution, saved labour and material
Expect cost.
The above is only a preferred embodiment of the present invention, is not intended to limit the scope of the invention, all to utilize this hair
Equivalent structure transformation made by bright specification and accompanying drawing content is applied directly or indirectly in other relevant technical fields,
Similarly it is included within the scope of the present invention.
Claims (10)
1. a kind of construction method based on acrylic bealock punching block, which comprises the following steps:
Bealock structure reinforcing bars are bound and are completed, and one end of Three-section water stop screw rod are vertically welded on reinforcing bar, sleeve court
On；
Side form, backform and punching block, punching block and bealock shape adaptation are installed, when installing punching block, punching block is lifted, punching block is passed through
Its absolute altitude and flatness are controlled after Three-section water stop screw rod by adjusting the height of plug, and punching block face is used and is covered on screw rod
Nut mode carries out the locking of punching block；
Casting concrete, punching block reservation is not removed after the completion of concreting, carries out curing in the mold and finished product protection, is removed
Side form, backform and punching block, and plug hole is blocked.
2. the construction method as described in claim 1 based on acrylic bealock punching block, which is characterized in that the punching block is L-type
For punching block to correspond to L-type bealock, L-type steel mould includes L-type panel and L-type support plate and floor positioned at L-type panel side, L
Multiple mounting holes for passing through for Three-section water stop screw rod are offered on type panel.
3. the construction method as described in claim 1 based on acrylic bealock punching block, which is characterized in that punching block is provided with more
Block, adjacent two punching block are connected by screw with nut two-by-two.
4. the construction method as described in claim 1 based on acrylic bealock punching block, which is characterized in that when concreting,
It is vibrated using plate vibrator on punching block surface to guarantee the closely knit of lower part concrete；When concreting, using layering
The mode poured, pouring height every time is 0.2m ~ 0.4m.
5. the construction method as described in claim 1 based on acrylic bealock punching block, which is characterized in that when punching block area is greater than
When preset area, punching block surface opens up hole of vibrating, and carries out vibrating for concrete using vibrating spear, and seal at once after the completion of vibrating
Close hole of vibrating.
6. the construction method as described in claim 1 based on acrylic bealock punching block, which is characterized in that after punching block is removed, adopt
Closure processing is carried out to the plug hole after removal plug with mortar.
7. the construction method as described in claim 1 based on acrylic bealock punching block, which is characterized in that concrete curing method
For band mould water-preserving curing, keep having condensed water in punching block.
8. the construction method as described in claim 1 based on acrylic bealock punching block, which is characterized in that the length of punching block does not surpass
Cross 1500mm.
9. the construction method as described in claim 1 based on acrylic bealock punching block, which is characterized in that when lifting punching block, match
It closes bottle gouard moved by hands and carries out accurate positioning installation.
10. the construction method as in one of claimed in any of claims 1 to 9 based on acrylic bealock punching block, which is characterized in that
The review of absolute altitude when controlling its absolute altitude and flatness, is carried out using level by adjusting the height of plug, after review passes through,
Punching block is locked by screw rod and nut cooperation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811321137.1A CN109488095A (en) | 2018-11-07 | 2018-11-07 | Construction method based on acrylic bealock punching block |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811321137.1A CN109488095A (en) | 2018-11-07 | 2018-11-07 | Construction method based on acrylic bealock punching block |
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| Publication Number | Publication Date |
|---|---|
| CN109488095A true CN109488095A (en) | 2019-03-19 |
Family
ID=65695261
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811321137.1A Pending CN109488095A (en) | 2018-11-07 | 2018-11-07 | Construction method based on acrylic bealock punching block |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114108949A (en) * | 2021-12-18 | 2022-03-01 | 中建三局第一建设工程有限责任公司 | Large-span prestressed bealock beam, bealock structure, maritime work pool and construction method |
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| CN114108949A (en) * | 2021-12-18 | 2022-03-01 | 中建三局第一建设工程有限责任公司 | Large-span prestressed bealock beam, bealock structure, maritime work pool and construction method |
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