CN109386133A - PC component matches mould construction method with cast-in-place wall column aluminum alloy mould plate - Google Patents

PC component matches mould construction method with cast-in-place wall column aluminum alloy mould plate Download PDF

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Publication number
CN109386133A
CN109386133A CN201710662337.2A CN201710662337A CN109386133A CN 109386133 A CN109386133 A CN 109386133A CN 201710662337 A CN201710662337 A CN 201710662337A CN 109386133 A CN109386133 A CN 109386133A
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CN
China
Prior art keywords
aluminum alloy
component
cast
alloy mould
mould plate
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
Application number
CN201710662337.2A
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Chinese (zh)
Inventor
刘尊高
毛叔东
王天祺
刘宇
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shanghai Baoye Group Corp Ltd
Original Assignee
Shanghai Baoye Group Corp Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Shanghai Baoye Group Corp Ltd filed Critical Shanghai Baoye Group Corp Ltd
Priority to CN201710662337.2A priority Critical patent/CN109386133A/en
Publication of CN109386133A publication Critical patent/CN109386133A/en
Pending legal-status Critical Current

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Classifications

    • 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
    • E04G17/04Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Retaining Walls (AREA)

Abstract

The invention discloses a kind of PC component with cast-in-place wall column aluminum alloy mould plate with mould construction method, this method is first depending on design detail, reserves indent in PC component setting aluminum alloy mould plate position;Apertured hole, pre-buried screw thread borehole jack in hole are in a row spaced apart along indent;Pressing plate is fixed by bolts in screw thread borehole jack, and angle steel passes through that pressing plate is fixed on PC component indent, aluminum alloy mould plate is bolted in another side on one side.The defect that this method effectively avoids PC component from constructing in conjunction with plank sheathing saves the duration, effectively improves construction efficiency and quality by considering PC component pre-processing the matching with aluminum alloy mould plate simultaneously.

Description

PC component matches mould construction method with cast-in-place wall column aluminum alloy mould plate
Technical field
The present invention relates to a kind of PC component with cast-in-place wall column aluminum alloy mould plate with mould construction method.
Background technique
PC(precast concrete) component be precast concrete, with the fast development of building trade, aluminium alloy Template and PC component are widely promoted and applied.Wherein aluminum alloy mould plate has intensity height, the concrete perception matter poured out The advantages that having measured, but aluminum alloy mould plate needs scene to carry out the operations such as template assembly, reinforcing bar binding, therefore speed of application is slower.PC Component is concentrated to the prefabricated processing of building structural element, and scene is mounted directly construction, and construction efficiency is high.In construction operation When, PC component is often combined with plank sheathing, and use process is easy to produce many mass defects, as plank sheathing deformation causes to leak Slurry, faulting of slab ends, crackle, apparent size error, the problems such as plastering again;Meanwhile when site operation, the reduction amount of plank sheathing is larger, Workload is significantly increased, the integrated engineering progress delayed to a certain extent reduces construction efficiency.
Summary of the invention
Technical problem to be solved by the invention is to provide applying with mould for a kind of PC component and cast-in-place wall column aluminum alloy mould plate Work method, the defect that this method effectively avoids PC component from constructing in conjunction with plank sheathing, by being examined simultaneously PC component pre-processing Consider the matching with aluminum alloy mould plate, saves the duration, effectively improve construction efficiency and quality.
In order to solve the above technical problems, the mould construction method of matching of PC component of the present invention and cast-in-place wall column aluminum alloy mould plate includes Following steps:
Step 1: the aluminum alloy mould plate position of cast-in-place wall column is arranged in PC component according to PC component and cast-in-place wall post design detail drawing Reserved indent;
Step 2: being in a row spaced apart apertured hole, pre-buried screw thread borehole jack in hole along indent;
Step 3: pressing plate is fixed by bolts in screw thread borehole jack, angle steel passes through pressing plate on one side and is fixed on PC component indent, another side Aluminum alloy mould plate is bolted.
Further, the width of the indent is 80~100mm.
Further, there are enough safe distances away from PC Member Lip for described hole.
Since the mould construction method of matching of PC component of the present invention and cast-in-place wall column aluminum alloy mould plate uses above-mentioned technical proposal, i.e., originally Method is first depending on design detail, reserves indent in the aluminum alloy mould plate position that cast-in-place wall column is arranged in PC component;It is in a row along indent It is spaced apart apertured hole, pre-buried screw thread borehole jack in hole;Pressing plate is fixed by bolts in screw thread borehole jack, and angle steel is solid by pressing plate on one side Aluminum alloy mould plate is bolted due to PC component indent, another side.This method effectively avoids PC component in conjunction with plank sheathing The defect of construction saves the duration, effectively improves and apply by considering PC component pre-processing the matching with aluminum alloy mould plate simultaneously Work efficiency rate and quality.
Detailed description of the invention
The present invention will be further described in detail below with reference to the accompanying drawings and embodiments:
Fig. 1 is for PC component of the present invention with cast-in-place wall column aluminum alloy mould plate with mould construction method schematic diagram;
Fig. 2 is the schematic diagram that PC component is connect with aluminum alloy mould plate vertical direction.
Specific embodiment
Embodiment is as shown in Figure 1, the mould construction method of matching of PC component of the present invention and cast-in-place wall column aluminum alloy mould plate includes such as Lower step:
Step 1: the aluminum alloy mould plate 3 of cast-in-place wall column is arranged in PC component 1 according to 2 design detail of PC component 1 and cast-in-place wall column Reserve indent 11 in position;
Step 2: being in a row spaced apart apertured hole, pre-buried screw thread borehole jack 4 in hole along indent 11;
Step 3: pressing plate 5 is fixed on screw thread borehole jack 4 by bolt 6, angle steel 7 is fixed on 1 indent of PC component by pressing plate 5 on one side 11, another side connects aluminum alloy mould plate 3 by bolt 8.
Preferably, the width of the indent 11 is 80~100mm, and 11 width of indent is for accommodating pressing plate 5 and angle steel 7.
Preferably, there are enough safe distances away from 1 edge of PC component for described hole, it is ensured that aluminum alloy mould plate 3 was arranged Reliability.
Fig. 1 show the aluminum alloy mould plate 3 that PC component 1 is located at same facade with cast-in-place wall column 2 and matches modular form, such as Fig. 2 institute Show, when PC component 1 is vertical with cast-in-place wall column 2, can be connected using transition angle steel 9 between pressing plate 5 and angle steel 7, transition angle steel 9 On one side use pressing plate to fix, another side compress angle steel 7 on one side, 7 another side of angle steel by bolt 8 connect aluminum alloy mould plate 3, realization PC component 1 matches mould with aluminum alloy mould plate 3.
Since there are swellings for cast-in-place concrete to final set, in view of the factor of expansion, this method is in PC component Aluminum alloy mould plate position is set and reserves indent, for adjusting, the later period can carry out plastering processing, guarantee PC component and cast-in-place wall column It is generally aligned in the same plane, while securely connecting between aluminum alloy mould plate and PC component is effectively increased by angle steel and pressure plate structure It connects.PC component and aluminum alloy mould plate reliable connection are effectively improved construction efficiency, save the duration, can solve simultaneously by this method The mass defect problem of the cast-in-place concretes such as common spillage, crackle, faulting of slab ends.

Claims (3)

1. a kind of PC component matches mould construction method with cast-in-place wall column aluminum alloy mould plate, it is characterised in that this method includes following step It is rapid:
Step 1: the aluminum alloy mould plate position of cast-in-place wall column is arranged in PC component according to PC component and cast-in-place wall post design detail drawing Reserved indent;
Step 2: being in a row spaced apart apertured hole, pre-buried screw thread borehole jack in hole along indent;
Step 3: pressing plate is fixed by bolts in screw thread borehole jack, angle steel passes through pressing plate on one side and is fixed on PC component indent, another side Aluminum alloy mould plate is bolted.
2. PC component according to claim 1 matches mould construction method with cast-in-place wall column aluminum alloy mould plate, it is characterised in that: The width of the indent is 80~100mm, with a thickness of 2mm.
3. PC component according to claim 1 or 2 matches mould construction method with cast-in-place wall column aluminum alloy mould plate, feature exists In: there are enough safe distances away from PC Member Lip for described hole.
CN201710662337.2A 2017-08-04 2017-08-04 PC component matches mould construction method with cast-in-place wall column aluminum alloy mould plate Pending CN109386133A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710662337.2A CN109386133A (en) 2017-08-04 2017-08-04 PC component matches mould construction method with cast-in-place wall column aluminum alloy mould plate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710662337.2A CN109386133A (en) 2017-08-04 2017-08-04 PC component matches mould construction method with cast-in-place wall column aluminum alloy mould plate

Publications (1)

Publication Number Publication Date
CN109386133A true CN109386133A (en) 2019-02-26

Family

ID=65412427

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201710662337.2A Pending CN109386133A (en) 2017-08-04 2017-08-04 PC component matches mould construction method with cast-in-place wall column aluminum alloy mould plate

Country Status (1)

Country Link
CN (1) CN109386133A (en)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN205206324U (en) * 2015-11-26 2016-05-04 广东合迪科技股份有限公司 Precast concrete wallboard and wall form setting node
CN205206308U (en) * 2015-11-26 2016-05-04 广东合迪科技股份有限公司 Stencil assembly and cast member installation node
CN106088595A (en) * 2016-08-10 2016-11-09 中民筑友科技投资有限公司 Erecting device and mold method
CN206267521U (en) * 2016-10-27 2017-06-20 合迪科技江苏有限公司 Precast concrete installs node with cast-in-place structural mortar leakage prevention

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN205206324U (en) * 2015-11-26 2016-05-04 广东合迪科技股份有限公司 Precast concrete wallboard and wall form setting node
CN205206308U (en) * 2015-11-26 2016-05-04 广东合迪科技股份有限公司 Stencil assembly and cast member installation node
CN106088595A (en) * 2016-08-10 2016-11-09 中民筑友科技投资有限公司 Erecting device and mold method
CN206267521U (en) * 2016-10-27 2017-06-20 合迪科技江苏有限公司 Precast concrete installs node with cast-in-place structural mortar leakage prevention

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Application publication date: 20190226