CN104763150A - Construction method of assembled type prefabricated laminated slab for building - Google Patents
Construction method of assembled type prefabricated laminated slab for building Download PDFInfo
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- CN104763150A CN104763150A CN201510167557.9A CN201510167557A CN104763150A CN 104763150 A CN104763150 A CN 104763150A CN 201510167557 A CN201510167557 A CN 201510167557A CN 104763150 A CN104763150 A CN 104763150A
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Abstract
The invention provides a construction method of an assembled type prefabricated laminated slab for a building, which has high efficiency. The construction method comprises the following steps: step S11: providing a construction plane; distributing a plurality of construction points which are arranged into a matrix are distributed along the X and Y directions along engineering column screen cloth; setting column steel bars on the construction points and mounting a column template to surround the column steel bars; step S12: erecting a bracket between the two adjacent construction points in the X direction; mounting a main beam template is arranged on the bracket and mounting a beam steel bar in the main beam template; step S13: erecting a bracket between the two adjacent construction points in the Y direction, and mounting a secondary beam component on the bracket; step S14: mounting prefabricated slabs on the two adjacent brackets in the X direction; and step S15: erecting a bracket between the two adjacent construction points in the Y direction, and mounting a secondary beam component on the bracket. The construction method of the assembled type prefabricated laminated slab for the building has the advantages that the efficiency is high and the labor cost is saved.
Description
[technical field]
The present invention relates to assembled architecture field, refer in particular to the construction method of a kind of assembled architecture with prefabricated superimposed sheet.
[background technology]
Along with the development of modern industrial technology, building house can machine produce like that, manufactures in batch completely.As long as prefabricated units are transported to building-site erection.But the good integrity of cast-in-place building is not had completely by the building that prefabricated units assemble up.Adopt prefabricated units both to meet structural integrity requirement, also can reduce on-the-spot a large amount of falsework operation, reduce operation, the reduction of erection time, reduce construction costs.
In the architectural process of heavy construction, because building area is excessive, tower crane working range cannot cover work plane completely and elevating capacity is limited, the lifting of the precast plate in prefabricated units becomes new construction Difficulties, in order to overcome this problem, a kind of small lifting equipment can be utilized, at the operated within range that tower crane cannot cover, this equipment can run on floor, has carried out the installation of precast plate.But utilize small lifting equipment to carry out the existing problem of construction to be, in the middle of work progress, efficiency is not high, and each step cannot be interted and carries out, and causes the delay in man-hour.
[summary of the invention]
For overcoming the technical problem of building large-scale assembled architecture inefficiency at present, the invention provides a kind of efficiency high assembled architecture construction method of prefabricated superimposed sheet, comprising:
Step S11: a construction plane is provided, along X, Y-direction is arranged to multiple construction point of matrix, and construction point arranges post reinforcing bar, builds column template and is surrounded by post reinforcing bar, and build post concrete;
Step S12: set up support between two adjacent in the X direction construction point, support is installed girder template and beam steel;
Step S13: set up support between two adjacent in the Y direction construction point, time beam installed by support;
Step S14: precast plate installed by two adjacent in the X direction supports; And
Step S15: set up support between two adjacent in the Y direction construction point, time beam installed by support.
Preferably, comprise further:
Step S16: build girder, bean column node concrete.
Preferably, step S13, step S14, step S15 adopt cross-layer small lifting equipment to construct, and the height of this cross-layer small lifting equipment is higher than the floor height built.
Preferably, in step s 12, when girder template is installed, first the girder template of bottom surface is installed, mounting rail reinforcing bar in the girder template of bottom surface, the girder template of two sides is finally just installed.
Preferably, this precast plate is a trough slab, and this trough slab comprises a web and two vertical ribs, and two vertical ribs are shaped in web, and the closed at both ends of trough slab is formed a square notch by two vertical ribs.
Preferably, at least four suspension hooks are provided with in trough slab.
The present invention also provides a kind of assembled architecture construction method of prefabricated superimposed sheet, comprising:
Step S21: a construction plane is provided, along X, Y-direction is arranged to multiple construction point of matrix, and construction point arranges post reinforcing bar, and post reinforcing bar surrounds by erection column template;
Step S22: set up support between two adjacent in the x, y direction respectively construction point, support is installed girder template and reinforcing bar, then build post, beam concrete, remove post, beam forms after concrete strength meets the demands, forms post and beam; And
Step S23: install precast plate between two adjacent in the Y direction beams.
Preferably, step S23 adopts and constructs with layer small lifting equipment.
Preferably, after its later layer beam column concrete strength reaches requirement, tear beam, column template and support open, lay this layer of overlapping layers reinforced mesh, then build this stacked conjunction layer concrete.
Preferably, in step S22: during mounting rail template, first install the beam forms of bottom surface, mounting rail reinforcing bar on the beam forms of bottom surface, finally just installs the beam forms of two sides.
Relative to prior art,
1. a kind of assembled architecture of the present invention by the construction method of prefabricated superimposed sheet when reaching certain scale, due to without the need to setting up full hall scaffold, a large amount of circulation material, time and cost of labor can be saved, prefabricated superimposed sheet after shaping appearance effect is good, without the need to carrying out again plastering, the finishing work such as furred ceiling, save manpower, constructional materials cost in a large number.
2. the present invention compared with prior art have passed step S13, and rapid S14, step S15, use precast plate in a large number, and engineering time is greatly reduced.
3. a kind of assembled architecture of the present invention with the construction method of prefabricated superimposed sheet adopt tower crane and small lifting equipment with the use of, facing the larger building of building area (as logistics warehouse, product production line factory building etc.) with the addition of small lifting equipment beyond the tower crane radius of clean-up, both working in coordination makes the efficiency of assembling more improve.
[accompanying drawing explanation]
Fig. 1 is the flow chart of a kind of assembled architecture of first embodiment of the invention construction method of prefabricated superimposed sheet.
Fig. 2 is the schematic diagram of a kind of assembled architecture of first embodiment of the invention construction method step S11 of prefabricated superimposed sheet.
Fig. 3 is the schematic diagram of a kind of assembled architecture of first embodiment of the invention construction method step S12 of prefabricated superimposed sheet.
Fig. 4 is the construction method step S11 of a kind of assembled architecture of first embodiment of the invention with prefabricated superimposed sheet, the schematic diagram of S12, S13, S14, S15.
Fig. 5 is the V place enlarged drawing of Fig. 4.
Fig. 6 is the structural representation of the prefabricated superimposed sheet of first embodiment of the invention.
Fig. 7 is the flow chart of a kind of assembled architecture of second embodiment of the invention construction method of prefabricated superimposed sheet.
Fig. 8 is the schematic diagram of a kind of assembled architecture of second embodiment of the invention construction method step S21 of prefabricated superimposed sheet.
Fig. 9 is the schematic diagram of a kind of assembled architecture of second embodiment of the invention construction method step S22 of prefabricated superimposed sheet.
Figure 10 is the construction method step S21 of a kind of assembled architecture of second embodiment of the invention with prefabricated superimposed sheet, the schematic diagram of S22, S23.
[detailed description of the invention]
In order to make object of the present invention, technical scheme and advantage are clearly understood, below in conjunction with accompanying drawing and embodiment, are further elaborated to the present invention.Should be appreciated that specific embodiment described herein only in order to explain the present invention, be not intended to limit the present invention.
A kind of assembled architecture of the first embodiment of the present invention is that cross-layer is installed by the construction method of prefabricated superimposed sheet: what the mode that cross-layer is installed utilized is cross-layer small lifting equipment, its height is higher than floor height, cross-layer small lifting equipment runs on this layer, installs the precast plate (during lifting, component gravity center, suspension hook are within the scope of base) of the last layer of this layer.
Refer to Fig. 1, a kind of assembled architecture of the first embodiment of the present invention is as follows by the construction method of prefabricated superimposed sheet:
Step S11: post reinforcing bar 10 is set, post reinforcing bar 10 surrounds by erection column template 11, and builds post concrete;
Step S12: set up support 13, support 13 is installed girder template 12 and reinforcing bar (not shown);
Step S13: set up support 13, time beam 15 installed by support 13;
Step S14: install precast plate 16 on the support 13 of girder template 12 correspondence;
Step S15: set up support 13, time beam 15 installed by support 13;
Step S16: build girder, bean column node concrete, it is built end face and flushes with this Rotating fields design elevation; And
Step S17: repeat above-mentioned steps, carry out the construction of next floor.
The detailed step of above-mentioned construction method is as follows:
Step S11: refer to Fig. 2, Fig. 4 and Fig. 5, there is provided a construction plane 101, this construction plane 101 is a horizontal plane, in construction plane 101 along X, Y-direction is arranged to the construction point 102 of matrix, each construction point 102 arranges multiple post reinforcing bar 10, and then post reinforcing bar 10 surrounds by erection column template 11 in the vertical direction, forms the cavity that the cuboid of opening is left at a top, and close proximity between the corresponding side of each column template 11, then builds post concrete.
Step S12: refer to Fig. 3, Fig. 4 and Fig. 5, set up support 13 between adjacent two construction point 102 in the X direction, the top of this support 13 is parallel to horizontal plane, and lower end is butted on construction plane 101.Install girder template 12 at the top of support 13, this girder template 12 and plane-parallel, at the inner mounting rail reinforcing bar of girder template 12, the two ends of this beam steel are inserted in corresponding post reinforcing bar 10.When girder template 12 is installed, first the girder template 12 of bottom surface is installed, mounting rail reinforcing bar in the girder template 12 of bottom, the girder template 12 of two sides is finally just installed.Support 13 in the middle of this step can once set up, also can gradation erection according to demand.
Step S13: refer to Fig. 4 and Fig. 5, sets up support 13 between adjacent two construction point 102 in the Y direction, and support 13 directly installs prefabricated secondary beam 15, and the height of this beam 15 end face is equal with the top of girder template 12.
Step S14: refer to Fig. 4 and Fig. 5, between the support 13 of two row's girder template 12 correspondences in the Y direction, precast plate 16 is installed, utilize cross-layer small lifting equipment 14 erecting plate 16, this cross-layer small lifting equipment 14 height is higher than floor height, equipment runs on this layer, the precast plate 16 of the last layer of this layer is installed, refer to Fig. 6, this precast plate 16 comprises web 161 and two vertical ribs 162, two vertical ribs 162 are shaped in web 161, the closed at both ends of precast plate 16 is formed a square notch by two vertical ribs 162, the notch of precast plate 16 down, at least four suspension hooks 163 are provided with in precast plate 16, suspension hook 163 is bending " several " font, and it is symmetrical.The shape of this suspension hook 163 is not construed as limiting, and " several " font is only done to illustrate, also can be barb-shaped other shapes such as grade, meets load during handling.The latter half of suspension hook 163 is embedded in the concrete of trough slab, the exposed outside at trough slab of its first half.Suspension hook 163 can be connected with the hook (non-label) of small lifting equipment when lifting, lifting precast plate 16, two of precast plate 16 vertical ribs 162 be distinguished framves on two corresponding supports 13.During lifting, the center of gravity of precast plate 16, suspension hook 163 are in base (non-label) scope of small lifting equipment.
Step S15: every four adjacent construction point 102 are called a grid, often install the precast plate 16 of a grid, then carry out the construction of time beam 15, installs precast plate 16 and time beam 15 successively along construction direction.
Step S16: lay this layer of overlapping layers reinforced mesh (not shown) on grid, then casting beams, bean column node and this floor plate overlapping layers concrete, flush with this Rotating fields design elevation.
Above-mentioned step S16 can adopt in another way: first casting beams and bean column node concrete, and flushes with the absolute altitude of precast plate 16, carries out next layer of construction after concrete strength meets.
Meanwhile, after its later layer structural strength meets the demands striking 13, tear column template 11 and beam forms 12 open, re-lay this layer of overlapping layers reinforced mesh (not shown), cast-in-place whole flooring overlapping layers (not shown).
The second embodiment of the present invention is for install with layer: what the mode of installing with layer utilized is same layer small lifting equipment, it is not highly higher than floor height, run on this layer with layer small lifting equipment, the precast plate (during lifting, component inside edge is outer in base scope) of this layer is installed.
Refer to Fig. 7 and Fig. 9, second embodiment of the invention comprises the following steps:
Step S21: post reinforcing bar 20 is set, post reinforcing bar 20 surrounds by erection column template 21;
Step S22: set up support 23, then mounting rail template 22, at beam forms 22 inner mounting rail reinforcing bar (not shown), then build post, beam concrete;
Step S23: install precast plate 26; And
Step S24: repeat above-mentioned steps, carry out the construction of next floor.
The detailed step of above-mentioned construction method is as follows:
S21: refer to Fig. 8 and Figure 10, one construction plane 201 is provided, this construction plane 201 is a horizontal plane, this construction plane 201 is along X, Y-direction is arranged to the construction point 202 of matrix, each construction point 202 arranges multiple post reinforcing bar 20, then post reinforcing bar 20 surrounds by erection column template 21 in the vertical direction, form the cavity that the cuboid of an opening is arranged at a top, and close proximity between the corresponding side of each column template 21.
S22: refer to Fig. 9 and Figure 10, set up multiple support 23 between two adjacent in the x, y direction post reinforcing bars 20, the top of this support 23 is parallel to horizontal plane, and lower end is butted on construction plane 201.In the top mounting rail template 22 of support 23, during mounting rail template 22, first install the beam forms 22 of bottom, mounting rail reinforcing bar (not shown) on the beam forms 22 of bottom, finally just installs the beam forms 22 of two sides.Then at the inner colligation beam steel of beam forms 22, the two ends of this beam steel are inserted in corresponding post reinforcing bar 20, first build post, beam concrete, after concrete intensity enough supports, remove column template 21, beam forms 22, thus form the general frame of post and beam.
S23: refer to Figure 10, installs precast plate 16, installs precast plate 16, utilize same layer small lifting equipment 27 to install precast plate 16 between the support 23 of beam forms 22 correspondence.This with layer small lifting equipment 27 height lower than floor height, this layer is run on layer small lifting equipment 27, (the present embodiment adopts the precast plate 16 described in the first embodiment to install the precast plate 16 of this layer, the frame for movement mentioned refers to view and the numbering of the precast plate 16 that first embodiment of the invention provides), the suspension hook 163 of precast plate 16 can be connected with hook when lifting, by two of precast plate 16 vertical rib 162 two beams that frame is adjacent in the Y direction respectively.During lifting, precast plate 16 inside edge is outside base scope.
Precast plate is installed in step S23 carry out after beam column concrete strength meets the demands and only removes side form and not load-bearing striking; Step S23 installs precast plate and also can meet the demands at beam column concrete strength and carry out after stripping and support.
After concrete strength meets, carry out one deck construction thereafter, meanwhile, after superstructure intensity meets, tear support 23 open, lay this layer of overlapping layers reinforced mesh, cast-in-place whole flooring overlapping layers.
Relative to prior art, the invention has the advantages that:
1. a kind of assembled architecture of the present invention by the construction method of prefabricated superimposed sheet when reaching certain scale, due to without the need to setting up full hall scaffold, a large amount of circulation material, time and cost of labor can be saved, prefabricated superimposed sheet after shaping appearance effect is good, without the need to carrying out again plastering, the finishing work such as furred ceiling, save manpower, constructional materials cost in a large number.
2. the present invention is compared with prior art by step S13, step S14, step S15, and a large amount of use precast plate 16 and time beam 15, make engineering time greatly reduce.
3. a kind of assembled architecture of the present invention with the construction method of prefabricated superimposed sheet adopt tower crane and small lifting equipment 14 with the use of, facing the larger building of building area (as logistics warehouse, product production line factory building etc.) with the addition of small lifting equipment 14 beyond the tower crane radius of clean-up, both working in coordination makes the efficiency of assembling more improve.
The foregoing is only preferred application example of the present invention, not in order to limit the present invention, all any amendments done within principle of the present invention, equivalent replacement and improvement etc. all should comprise within protection scope of the present invention.
Claims (10)
1. an assembled architecture construction method for prefabricated superimposed sheet, is characterized in that, comprising:
Step S11: a construction plane is provided, along X, Y-direction is arranged to multiple construction point of matrix, and construction point arranges post reinforcing bar, and post reinforcing bar surrounds by erection column template, and builds post concrete;
Step S12: set up support between two adjacent in the X direction construction point, support is installed girder template and reinforcing bar;
Step S13: set up support between two adjacent in the Y direction construction point, time beam installed by support;
Step S14: prefabricated superimposed sheet installed by two adjacent in the X direction supports; And
Step S15: set up support between two adjacent in the Y direction construction point, time beam installed by support.
2. a kind of assembled architecture construction method of prefabricated superimposed sheet as claimed in claim 1, is characterized in that, comprise further:
Step S16: casting beams and bean column node concrete.
3. a kind of assembled architecture as claimed in claim 2 construction method of prefabricated superimposed sheet, it is characterized in that: step S13, step S14, step S15 adopt cross-layer small lifting equipment to construct, the height of this cross-layer small lifting equipment is higher than the floor height built.
4. a kind of assembled architecture construction method of prefabricated superimposed sheet as claimed in claim 1, is characterized in that, in step s 12, when girder template is installed, first the girder template of bottom surface is installed, mounting rail reinforcing bar in the girder template of bottom surface, the girder template of two sides is finally just installed.
5. a kind of assembled architecture as claimed in claim 1 construction method of prefabricated superimposed sheet, it is characterized in that: this precast plate is a trough slab, this trough slab comprises a web and two vertical ribs, and two vertical ribs are shaped in web, and the closed at both ends of trough slab is formed a square notch by two vertical ribs.
6. a kind of assembled architecture construction method of prefabricated superimposed sheet as claimed in claim 5, is characterized in that: be provided with at least four suspension hooks in trough slab.
7. an assembled architecture construction method for prefabricated superimposed sheet, comprising:
Step S21: a construction plane is provided, along X, Y-direction is arranged to multiple construction point of matrix, and construction point arranges post reinforcing bar, and post reinforcing bar surrounds by erection column template;
Step S22: set up support between two adjacent in the x, y direction construction point, mounting rail template on support, at the inner mounting rail reinforcing bar of beam forms, then builds post, beam concrete; And
Step S23: install precast plate between two adjacent in the Y direction supports.
8. a kind of assembled architecture construction method of prefabricated superimposed sheet as claimed in claim 7, is characterized in that: step S23 adopts and constructs with layer small lifting equipment.
9. a kind of assembled architecture as claimed in claim 7 construction method of prefabricated superimposed sheet, it is characterized in that: tear support enough afterwards open until concrete strength, tear column template open, tear girder template open, lay this layer of overlapping layers reinforced mesh, then use the whole flooring overlapping layers of concrete casting.
10. a kind of assembled architecture as claimed in claim 7 construction method of prefabricated superimposed sheet, it is characterized in that, in step S22: when girder template is installed, first the girder template of bottom surface is installed, mounting rail reinforcing bar in the girder template of bottom surface, finally just installs the girder template of two sides.
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| CN201510167557.9A CN104763150A (en) | 2015-04-01 | 2015-04-01 | Construction method of assembled type prefabricated laminated slab for building |
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| CN201510167557.9A CN104763150A (en) | 2015-04-01 | 2015-04-01 | Construction method of assembled type prefabricated laminated slab for building |
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| CN104763150A true CN104763150A (en) | 2015-07-08 |
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| CN201510167557.9A Pending CN104763150A (en) | 2015-04-01 | 2015-04-01 | Construction method of assembled type prefabricated laminated slab for building |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN107514141A (en) * | 2016-06-16 | 2017-12-26 | 中国十七冶集团有限公司 | A kind of prefabricated prefabricating technique construction technology of superimposed sheet sealing reversed beam |
| CN113027022A (en) * | 2021-03-18 | 2021-06-25 | 青岛腾远设计事务所有限公司 | Fully-precast concrete plate cap component and construction method thereof |
| CN113293856A (en) * | 2021-06-07 | 2021-08-24 | 上海恪耐新材料科技有限公司 | Construction method of fabricated building |
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| CN113293856A (en) * | 2021-06-07 | 2021-08-24 | 上海恪耐新材料科技有限公司 | Construction method of fabricated building |
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