CN106285002A - Cast-in-place walls difference of height tool-type hoisting die construction method - Google Patents
Cast-in-place walls difference of height tool-type hoisting die construction method Download PDFInfo
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- CN106285002A CN106285002A CN201510279472.XA CN201510279472A CN106285002A CN 106285002 A CN106285002 A CN 106285002A CN 201510279472 A CN201510279472 A CN 201510279472A CN 106285002 A CN106285002 A CN 106285002A
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- pattern plate
- plate bolster
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Abstract
A kind of cast-in-place walls difference of height tool-type hoisting die construction method, it is characterised in that comprise the following steps: a. hangs mold materials and selects, what b. making was shaped hangs mould pattern plate bolster, c. on-the-spot unwrapping wire, d. hanging mould pattern plate bolster assembled, e. hangs the correction of mould pattern plate bolster and f. hangs mould pattern plate bolster and reinforces, and pours concrete.The cast-in-place walls difference of height tool-type hoisting die construction method of the present invention has hangs mould pattern plate bolster simple in construction, easy to make, efficiently solve between toilet, kitchen, balcony difference of height absolute altitude controls and provides technical guarantee for construction in later period decorations, it is to avoid the advantage that a series of remedial operations such as repairing are damaged at negative and positive angle.
Description
Technical field
The present invention relates to the template construction method of a kind of casting concrete, specifically, be a kind of cast-in-place walls difference of height tool-type hoisting die construction method.
Background technology
In cast-in-place building room structure construction procedure between toilet, kitchen, balcony hang mould height difference absolute altitude and control bad, can cause damaging during form removable negative and positive angle, and during form removal, there is also the badly damaged phenomenon hanging template.
The most known cast-in-place walls difference of height template construction also exists above-mentioned all inconvenience and problem.
Summary of the invention
The purpose of the present invention, is to propose a kind of cast-in-place walls difference of height tool-type hoisting die construction method improving difference of height position, plate face concrete negative and positive angle molding perception effect.
To the cast-in-place walls difference of height tool-type hoisting die construction method hanging mould damaged template when it is another object of the present invention to propose a kind of elevation control and prevent form removal.
A further object of the present invention, is to propose a kind of cast-in-place walls difference of height tool-type hoisting die construction method avoiding pouring later stage repairing.
For achieving the above object, the technical solution of the present invention is:
A kind of cast-in-place walls difference of height tool-type hoisting die construction method, it is characterised in that comprise the following steps:
A, hang mold materials select
The rectangle using 50*50*4mm angle steel to make sizing hangs mould pattern plate bolster, hangs mould pattern plate bolster corner and angle steel mounting or dismounting connecting portion both sides use diameter 18 mm reinforcing bar diagonal brace to reinforce；
What b, making were shaped hangs mould pattern plate bolster
Rectangle between each toilet, kitchen hangs mould pattern plate bolster and is processed into two, is attached forming with fixing fixture bolt time to be onstructed, and according to the model Unified number between toilet, kitchen, it is ensured that can square with in construction；
C, on-the-spot unwrapping wire
After reinforcing bar binding is complete, by surveyor according to Design Requirement Drawing, determine toilet and mould position dimension, absolute altitude are hung in kitchen, four welded corner joint spacer bars, each angular two directions respectively arrange 1 spacer bar, anti-T-shaped spacer bar is used to weld with beam stirrup, it is ensured that position dimension and absolute altitude are accurate；Spacer bar and beam stirrup, or the vertical main muscle of shear wall welds；
D, to hang mould pattern plate bolster assembled
According to Design Requirement Drawing, hang mould pattern plate bolster model and numbering according to toilet and kitchen, carry out assembly to hanging mould position, owing to each mould region of hanging uses two panels to hang mould pattern plate bolster to carry out assembly, be attached with angle bar connector time assembled；Arranging concrete bracer in the bottom hanging corner, mould position to be placed on floor bottom mould, it is ensured that hang mould pattern plate bolster during concrete placings and do not sink, impact is hung and is imitated fruit；
E, hang mould pattern plate bolster correction
Hang mould regional location size and absolute altitude according to what surveyor marked, check spacer bar, be corrected hanging mould pattern plate bolster；
F, hang mould pattern plate bolster reinforce, pour concrete
Hang mould pattern plate bolster to have corrected, utilize spacer bar to fix and hang mould pattern plate bolster, prevent casting concrete and artificial collision from causing hanging mould pattern plate bolster and moving up and down, hang the reinforcing of mould pattern plate bolster and fix after-pouring concrete.
The cast-in-place walls difference of height tool-type hoisting die construction method of the present invention can also be further achieved by the following technical measures.
Aforesaid method, wherein said pouring notes after concrete completes hanging mould pattern plate bolster striking time, and during form removal, corner angle are not destroyed dismountable, and concrete strength is not less than 1.2MPa.
Aforesaid method, wherein said hanging notes protection during mould pattern plate bolster form removal, forbids to occur to strike, pounds, falls phenomenon, it is to avoid template deformation, damage, impact is hung and imitated fruit.
Aforesaid method, the concrete residue on surface cleaned out by wherein said hang after mould pattern plate bolster has been removed in time, surface brush oil, and again numbering mark distinctness, it is simple to next time uses and can search in time.
After using technique scheme, the cast-in-place walls difference of height tool-type hoisting die construction method of the present invention has the advantage that
1, mould pattern plate bolster simple in construction, easy to make is hung；
2, efficiently solve between toilet, kitchen, balcony difference of height absolute altitude controls；
3, technical guarantee is provided for construction in later period decorations, it is to avoid a series of remedial operations such as repairing are damaged at negative and positive angle.
Accompanying drawing explanation
Fig. 1 is that mould stencil plane schematic diagram is hung in the sizing of the embodiment of the present invention；
Fig. 2 is the enlarged drawing of the angle bar mounting or dismounting connecting portion in Fig. 1；
Fig. 3 is the A-A sectional view in Fig. 1.
In figure: 1 reinforces corner reinforcing bar, and 2 reinforce diagonal brace reinforcing bar, 3 anti-T-shaped spacer bars, 4 angle bar mounting or dismounting connecting portions, 5 posts, 6 shear walls, 750*50*4 angle steel, 8 bolts, 9 beams, 10 concrete bracers, 11 Bars In Poured Concrete Slabs, 12 shear wall vertical reinforcements.
Detailed description of the invention
Below in conjunction with embodiment and accompanying drawing thereof, the present invention is illustrated further.
Embodiment 1
The construction process of the cast-in-place walls difference of height tool-type hoisting die construction method of the present invention:
Hang mold materials and select → hang the correction → formwork reinforcement → concrete placings → form removable of mould template size processing → on-the-spot unwrapping wire → hang mould template splicing → hang mould template.
The cast-in-place walls difference of height tool-type hoisting die construction method of the present invention, it is characterised in that comprise the following steps:
A, hang mold materials select
Mould stencil plane schematic diagram is hung referring now to the sizing that Fig. 1, Fig. 1 are the embodiment of the present invention.
Hang mould template, corner and the angle steel mounting or dismounting connecting portion 4 both sides diagonal brace that use 50*50*4 angle steel 7 to make sizing are reinforced the reinforcing corner reinforcing bar 1 of employing diameter 18 mm and reinforce diagonal brace reinforcing bar 2.
What b, making were shaped hangs mould template
Fig. 2 is the enlarged drawing of the angle bar mounting or dismounting connecting portion in Fig. 1.
Hang mould template between each toilet, kitchen and be processed into two, be attached forming with fixing fixture bolt time to be onstructed, and according to the model Unified number between toilet, kitchen, it is ensured that can square with in construction.
C, on-the-spot unwrapping wire
Fig. 3 is the A-A sectional view in Fig. 1.
After reinforcing bar binding is complete, by surveyor according to Design Requirement Drawing, determine toilet and mould position dimension, absolute altitude are hung in kitchen, four welded corner joint spacer bars, each angular two directions respectively arrange 1 spacer bar, anti-T-shaped spacer bar 3 is used to weld with beam stirrup, it is ensured that position dimension and absolute altitude are accurate；Spacer bar welds with beam stirrup (the vertical main muscle 12 of shear wall)；
D, hang mould template assembly
According to Design Requirement Drawing, hang mould template model and numbering according to toilet and kitchen, carry out assembly to hanging mould position, owing to each mould region of hanging uses two panels to hang mould to carry out assembly, be attached with angle bar connector time assembled.Arranging concrete bracer 10 in the bottom hanging corner, mould position to be placed on floor bottom mould, it is ensured that hang mould template during concrete placings and do not sink, impact is hung and is imitated fruit；
E, hang mould template correction: according to surveyor mark hang mould regional location size and absolute altitude, check spacer bar, be corrected hanging mould template；
F, hang mould formwork reinforcement, pour concrete
Hanging mould template to have corrected, utilize spacer bar to fix and hang mould template, prevent casting concrete and artificial collision from causing it to move up and down, formwork reinforcement fixes after-pouring concrete.Described concrete placings notes striking time after completing, and during form removal, corner angle are not destroyed dismountable, and concrete strength is not less than 1.2MPa.Note protection during described form removal, forbid to occur to strike, pound, the phenomenon such as fall, it is to avoid template deformation, damage, impact is hung and imitated fruit.In time the concrete residue etc. on surface is cleaned out after described form removable is complete, surface brush oil, and again numbering mark distinctness, it is simple to next time uses and can search in time.
The present invention has substantive distinguishing features and significant technological progress, the cast-in-place walls difference of height tool-type hoisting die construction method of the present invention, efficiently solve between toilet, kitchen, balcony difference of height absolute altitude controls in bad, demolishing process to damage negative and positive angle, during form removal to hanging the shortcomings such as the serious phenomenon of mould damaged template, avoid repairing to provide technical guarantee for construction in later period decorations simultaneously.
The large span light section steel structure structure roof girder hoisting method of the present invention is Central-South century flower city projects in Nantong, is two layers of basement, 33 layers on the ground, and version is to use in shear wall structure engineering, and effect is notable.Using through the invention of this construction method, effect is notable, and in work progress, difference of height position absolute altitude and negative and positive angle control to put in place, has obtained construction unit, supervisor and Quality Supervision Station abundant affirmation.
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, it is also possible to make various conversion or change.Therefore, the technical scheme of all equivalents also should belong to scope of the invention, should be limited by each claim.
Claims (4)
1. a cast-in-place walls difference of height tool-type hoisting die construction method, it is characterised in that comprise the following steps:
A, hang mold materials select
The rectangle using 50*50*4mm angle steel to make sizing hangs mould pattern plate bolster, hangs mould pattern plate bolster corner and angle steel mounting or dismounting connecting portion both sides use diameter 18 mm reinforcing bar diagonal brace to reinforce；
What b, making were shaped hangs mould pattern plate bolster
Rectangle between each toilet, kitchen hangs mould pattern plate bolster and is processed into two, is attached forming with fixing fixture bolt time to be onstructed, and according to the model Unified number between toilet, kitchen, it is ensured that can square with in construction；
C, on-the-spot unwrapping wire
After reinforcing bar binding is complete, by surveyor according to Design Requirement Drawing, determine toilet and mould position dimension, absolute altitude are hung in kitchen, four welded corner joint spacer bars, each angular two directions respectively arrange 1 spacer bar, anti-T-shaped spacer bar is used to weld with beam stirrup, it is ensured that position dimension and absolute altitude are accurate；Spacer bar and beam stirrup, or the vertical main muscle of shear wall welds；
D, to hang mould pattern plate bolster assembled
According to Design Requirement Drawing, hang mould pattern plate bolster model and numbering according to toilet and kitchen, carry out assembly to hanging mould position, owing to each mould region of hanging uses two panels to hang mould pattern plate bolster to carry out assembly, be attached with angle bar connector time assembled；Arranging concrete bracer in the bottom hanging corner, mould position to be placed on floor bottom mould, it is ensured that hang mould pattern plate bolster during concrete placings and do not sink, impact is hung and is imitated fruit；
E, hang mould pattern plate bolster correction
Hang mould regional location size and absolute altitude according to what surveyor marked, check spacer bar, be corrected hanging mould pattern plate bolster；
F, hang mould pattern plate bolster reinforce, pour concrete
Hang mould pattern plate bolster to have corrected, utilize spacer bar to fix and hang mould pattern plate bolster, prevent casting concrete and artificial collision from causing hanging mould pattern plate bolster and moving up and down, hang the reinforcing of mould pattern plate bolster and fix after-pouring concrete.
2. cast-in-place walls difference of height tool-type hoisting die construction method as claimed in claim 1, it is characterised in that described in pour and note after concrete completes hanging mould pattern plate bolster striking time, during form removal, corner angle are destroyed dismountable, and concrete strength is not less than 1.2MPa.
3. cast-in-place walls difference of height tool-type hoisting die construction method as claimed in claim 1, it is characterised in that described in hang mould pattern plate bolster form removal during note protection, forbid to occur to strike, pound, fall phenomenon, it is to avoid template deformation, damage, impact is hung and imitated fruit.
4. cast-in-place walls difference of height tool-type hoisting die construction method as claimed in claim 1, it is characterized in that, described in hang after mould pattern plate bolster has been removed and in time the concrete residue on surface to be cleaned out, surface brush oil, and again numbering mark distinctness, it is simple to next time uses and can search in time.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510279472.XA CN106285002A (en) | 2015-05-28 | 2015-05-28 | Cast-in-place walls difference of height tool-type hoisting die construction method |
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| CN201510279472.XA CN106285002A (en) | 2015-05-28 | 2015-05-28 | Cast-in-place walls difference of height tool-type hoisting die construction method |
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| CN106285002A true CN106285002A (en) | 2017-01-04 |
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| CN201510279472.XA Pending CN106285002A (en) | 2015-05-28 | 2015-05-28 | Cast-in-place walls difference of height tool-type hoisting die construction method |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108729673A (en) * | 2018-04-12 | 2018-11-02 | 五冶集团上海有限公司 | A kind of tool-typed formwork hoisting die construction method at plate face difference of height |
| CN108979142A (en) * | 2018-08-21 | 2018-12-11 | 中冶建工集团有限公司 | One kind hanging mould pouring construction structure |
| CN109610705A (en) * | 2018-12-04 | 2019-04-12 | 江苏兴厦建设工程集团有限公司 | It is a kind of control toilet ship-and-galley tile hollowing, cracking, leakage construction method |
| CN110067381A (en) * | 2018-01-22 | 2019-07-30 | 五冶集团上海有限公司 | A kind of cast-in-place plate face difference of height tool-type hangs mould and its making and use method |
| CN113027123A (en) * | 2021-03-18 | 2021-06-25 | 山西四建集团有限公司 | Suspended formwork construction method |
| CN116427714A (en) * | 2023-03-30 | 2023-07-14 | 中国五冶集团有限公司 | Method for controlling height difference of fine stone concrete ground |
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| CN202000639U (en) * | 2011-03-16 | 2011-10-05 | 中国建筑第二工程局有限公司 | Section steel hanging mould |
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| CN202731285U (en) * | 2012-07-30 | 2013-02-13 | 中建五局上海建设有限公司 | Descending plate mold supporting structure |
| CN202787964U (en) * | 2012-07-04 | 2013-03-13 | 中建三局第一建设工程有限责任公司 | Concrete structure drop plate angle steel tool type combined template |
| CN203603465U (en) * | 2013-11-21 | 2014-05-21 | 广东合迪科技有限公司 | Novel descending plate lifting die |
| CN203626234U (en) * | 2013-12-20 | 2014-06-04 | 中建四局第六建筑工程有限公司 | Partially-recyclable floor slab dropping suspended-formwork device |
| CN203669341U (en) * | 2013-12-13 | 2014-06-25 | 山西省第三建筑工程公司 | Combined angle steel mold for concrete pouring faces with different elevations |
| CN203795840U (en) * | 2014-04-25 | 2014-08-27 | 二十二冶集团第一建设有限公司 | Combined die for reinforced concrete engineering floor lowered area and hole |
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| CN202000639U (en) * | 2011-03-16 | 2011-10-05 | 中国建筑第二工程局有限公司 | Section steel hanging mould |
| CN102383593A (en) * | 2011-08-29 | 2012-03-21 | 浙江城建建设集团有限公司 | Support formwork device and construction method for one-step formed flange concrete in kitchens and toilets |
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| CN203626234U (en) * | 2013-12-20 | 2014-06-04 | 中建四局第六建筑工程有限公司 | Partially-recyclable floor slab dropping suspended-formwork device |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110067381A (en) * | 2018-01-22 | 2019-07-30 | 五冶集团上海有限公司 | A kind of cast-in-place plate face difference of height tool-type hangs mould and its making and use method |
| CN108729673A (en) * | 2018-04-12 | 2018-11-02 | 五冶集团上海有限公司 | A kind of tool-typed formwork hoisting die construction method at plate face difference of height |
| CN108979142A (en) * | 2018-08-21 | 2018-12-11 | 中冶建工集团有限公司 | One kind hanging mould pouring construction structure |
| CN108979142B (en) * | 2018-08-21 | 2021-02-19 | 中冶建工集团有限公司 | Hang mould and pour construction structures |
| CN109610705A (en) * | 2018-12-04 | 2019-04-12 | 江苏兴厦建设工程集团有限公司 | It is a kind of control toilet ship-and-galley tile hollowing, cracking, leakage construction method |
| CN113027123A (en) * | 2021-03-18 | 2021-06-25 | 山西四建集团有限公司 | Suspended formwork construction method |
| CN116427714A (en) * | 2023-03-30 | 2023-07-14 | 中国五冶集团有限公司 | Method for controlling height difference of fine stone concrete ground |
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Application publication date: 20170104 |