CN205557951U - Novel local cast -in -place assembled coincide building roof boarding - Google Patents
Novel local cast -in -place assembled coincide building roof boarding Download PDFInfo
- Publication number
- CN205557951U CN205557951U CN201620194768.1U CN201620194768U CN205557951U CN 205557951 U CN205557951 U CN 205557951U CN 201620194768 U CN201620194768 U CN 201620194768U CN 205557951 U CN205557951 U CN 205557951U
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- China
- Prior art keywords
- building panel
- overlapping
- roof boarding
- building roof
- coincide
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- Expired - Fee Related
Links
- 210000003205 muscle Anatomy 0.000 claims abstract description 16
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 6
- 238000010276 construction Methods 0.000 claims description 6
- 235000019994 cava Nutrition 0.000 claims description 4
- 238000005266 casting Methods 0.000 abstract description 3
- 238000009434 installation Methods 0.000 description 5
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- 239000002131 composite material Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000009408 flooring Methods 0.000 description 2
- 230000011218 segmentation Effects 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- 239000000725 suspension Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 239000011120 plywood Substances 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model belongs to the technical field of the building and specifically relates to a novel local cast -in -place assembled coincide building roof boarding. The superposed layer face is extended into to the outside level in bottom plate both sides of coincide building roof boarding, vertically sets up at least 1 row along the side edge respectively and draw and connect the muscle on the superposed layer face of both sides, the reinforcing bar of the vertical landfill in coincide building roof boarding both ends throws away the muscle to both ends respectively, the spread groove is inwards caved in into to the plate body side of coincide building roof boarding. The utility model discloses a local superimposed novel building roof boarding, it is lower great not enough with job site casting volume effectively to solve current superimposed sheet assembly rate to can guarantee the wholeness and the security of superimposed sheet.
Description
Technical field
This utility model relates to building field, the assembled overlapping building panel that a kind of novel local is cast-in-place.
Background technology
Along with continually strengthening of national energy-saving environmental protection policy, the assembled industrialized building representing green energy conservation is moving forward steadily;Assembled-type house building starts one after another in various places, and sample project is bloomed everywhere, and assembled-type house Building technology code has begun to implement.At present floorboard uses double-layer overlapped plywood mostly, and lower floor is prefabricated throws away reinforcing bar, install in place after, colligation top bars cast in situs.Though so can guarantee that globality and the safety of flooring, but owing to field cast-in-place amount is relatively big, bottom needs to add support, and flooring prefabrication and assembly construction rate is less than 50%, causes construction cost more high, and monolithic architecture assembly rate is difficult to improve.
Summary of the invention
For effectively promoting building assembly rate and saving construction cost, this utility model is on the basis of existing superimposed sheet, design the novel building panel of a kind of local overlapping, the deficiency that existing superimposed sheet assembly rate is relatively low and job site casting amount is bigger be can effectively solve, and globality and the safety of superimposed sheet ensure that.
This utility model is achieved by the following technical programs:
The assembled overlapping building panel that a kind of novel local is cast-in-place, it is characterised in that the base plate both sides of described overlapping building panel outwards extend horizontally to overlapping aspect, respectively along the longitudinally disposed at least 1 row's connecting lacing wire of side edge on the overlapping aspect of both sides;The reinforcing bar of described overlapping building panel two ends longitudinally landfill throws away muscle respectively to two ends;The plate body side of overlapping building panel caves inward into link slot.During installation, scene only needs tied part distributing bar, and in the middle of the two ends and composite beam of overlapping building panel and between plate, overlapping aspect carries out local site casting.The assembly rate of building panel can be promoted to more than 80% from current less than 50%, and lower safety supports can be cancelled substantially, greatly reduces wet trade amount and the curing time at scene, can be effectively improved work efficiency, reduction of erection time;The dead load of building can be alleviated simultaneously, reduce construction cost.
Assembled of the present utility model overlapping building panel, the width of described overlapping aspect is 100-1000 millimeter.
Assembled of the present utility model overlapping building panel, described in get rid of the length of muscle no less than 100 millimeters, preferably get rid of muscle a length of 120 millimeters.
Assembled of the present utility model overlapping building panel, the length, width and height of described overlapping building panel are pressed arrangement of reinforcement and are freely regulated;Common width is 2100-3600 millimeter, and height is 80-150 millimeter, a length of 3000-4000 millimeter.
Assembled of the present utility model overlapping building panel, described overlapping building panel, under standard criterion requires, uses with composite beam simultaneously;The method adding pre-buried connecting lacing wire on the regional and integral prefabricated beam that rural area and seismic behavior are the highest is connected.
Assembled of the present utility model overlapping building panel, it is characterised in that when the thickness of described overlapping building panel is more than 110 millimeters, plate body internal production becomes hollow-core construction, and energy is cost-effective and alleviates deadweight.
The installation method of assembled of the present utility model overlapping building panel, comprises the following steps:
(1) prefabricated overlapping building panel: pre-fabricated factory, by the Design Requirement Drawing assembling reinforcement of overlapping building panel, increases top side form on the basis of conventional prefabricated superimposed sheet;Plate end gets rid of muscle by design requirement is reserved;Overlapping aspect is reserved in base plate both sides, pre-buried connecting lacing wire at the close lateral edge of reserved aspect, remaining middle part one-time cast-forming when prefabricated;
(2) numbering is marched into the arena: marched into the arena by erection sequence numbering by prefabricated overlapping building panel, sets up safety protection frame, the levelling unwrapping wire in field operation face, lifts by crane after basic seat slurry;
(3) lifting: after installation personnel commander's crane safety is in place, checks, take off suspension hook after secondary hoisting is the most in place, lift successively;
(4) colligation: after having lifted, the support end carrying out overlapping building panel gets rid of straightening and the arrangement of muscle, by getting rid of muscle or being connected the connecting lacing wire of side with building supporting surface and carry out colligation with embedded ribs and fix, installs hydroelectric line simultaneously;The connecting lacing wire of adjacent overlapping building panel is fixed by distributing bar colligation;Mounting rail limit mould, or utilize recessed basic unit to moisten water;The safety supports of necessity is carried out at the bottom of the plate of overlapping building panel;
(5) pour concrete: line production, segmentation is installed.
Accompanying drawing explanation
Fig. 1: overlapping building panel schematic diagram.
In Fig. 1: 11--plate body, 12--overlaps aspect, 13--connecting lacing wire, and 14--gets rid of muscle, 15--link slot.
Detailed description of the invention
Below by specific embodiment, this utility model is further illustrated.
Embodiment 1:
The assembled overlapping building panel that a kind of novel local is cast-in-place, width is 2100 millimeters, it is highly 100 millimeters, a length of 4000 millimeters, the base plate both sides of described overlapping building panel outwards extend horizontally to the overlapping aspect 12 of 100 mm wides, longitudinally bury 1 row's square frame-shaped connecting lacing wire 13 underground along side edge respectively on both sides overlapping aspect 12;The reinforcing bar of described overlapping building panel two ends longitudinally landfill throws away 100 millimeters of muscle respectively to two ends;The plate body side of overlapping building panel caves inward into link slot 15.
Embodiment 2:
The assembled overlapping building panel that a kind of novel local is cast-in-place, width is 3600 millimeters, and height is 150 millimeters, length 4000 millimeters, is cylindrical hollow structure in the middle of plate body 11;The base plate both sides of described overlapping building panel outwards extend horizontally to the overlapping aspect 12 of 300 mm wides, bury 2 rows connecting lacing wire protruding upward 13 underground along side edge is parallel longitudinal respectively on both sides overlapping aspect 12;The reinforcing bar of described overlapping building panel two ends longitudinally landfill throws away 120 millimeters of muscle respectively to two ends;The plate body side of overlapping building panel caves inward into link slot 13.
Embodiment 3:
The installation method of the assembled overlapping building panel described in a kind of embodiment 1, comprises the following steps:
(1) prefabricated overlapping building panel: pre-fabricated factory, by the Design Requirement Drawing assembling reinforcement of overlapping building panel, increases top side form on the basis of conventional prefabricated superimposed sheet;Plate end gets rid of muscle by design requirement is reserved;Overlapping aspect is reserved in base plate both sides, pre-buried connecting lacing wire at the close lateral edge of reserved aspect, remaining middle part one-time cast-forming when prefabricated;
(2) numbering is marched into the arena: marched into the arena by erection sequence numbering by prefabricated overlapping building panel, sets up safety protection frame, the levelling unwrapping wire in field operation face, lifts by crane after basic seat slurry;
(3) lifting: after installation personnel commander's crane safety is in place, checks, take off suspension hook after secondary hoisting is the most in place, lift successively;
(4) colligation: after having lifted, the support end carrying out overlapping building panel gets rid of straightening and the arrangement of muscle, by getting rid of muscle or being connected the connecting lacing wire of side with building supporting surface and carry out colligation with embedded ribs and fix, installs hydroelectric line simultaneously;The connecting lacing wire of adjacent overlapping building panel is fixed by distributing bar colligation;Mounting rail limit mould, or utilize recessed basic unit to moisten water;The safety supports of necessity is carried out at the bottom of the plate of overlapping building panel;
(5) pour concrete: line production, segmentation is installed.
Claims (4)
1. the assembled overlapping building panel that a novel local is cast-in-place, it is characterised in that the base plate both sides of described overlapping building panel outwards extend horizontally to overlapping aspect, respectively along the longitudinally disposed at least 1 row's connecting lacing wire of side edge on the overlapping aspect of both sides;The reinforcing bar of described overlapping building panel two ends longitudinally landfill throws away muscle respectively to two ends;The plate body side of overlapping building panel caves inward into link slot.
2. assembled overlapping building panel as claimed in claim 1, it is characterised in that the width of described overlapping aspect is 100-1000 millimeter.
3. assembled overlapping building panel as claimed in claim 1, it is characterised in that described in get rid of the length of muscle not less than 100 millimeters.
4. assembled overlapping building panel as claimed in claim 1, it is characterised in that when the thickness of described overlapping building panel is more than 110 millimeters, can be made into hollow-core construction inside plate body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620194768.1U CN205557951U (en) | 2016-03-15 | 2016-03-15 | Novel local cast -in -place assembled coincide building roof boarding |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620194768.1U CN205557951U (en) | 2016-03-15 | 2016-03-15 | Novel local cast -in -place assembled coincide building roof boarding |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205557951U true CN205557951U (en) | 2016-09-07 |
Family
ID=56818009
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620194768.1U Expired - Fee Related CN205557951U (en) | 2016-03-15 | 2016-03-15 | Novel local cast -in -place assembled coincide building roof boarding |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205557951U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106555453A (en) * | 2017-02-04 | 2017-04-05 | 赤峰市建筑科学研究院有限公司 | A kind of prefabricated overlapped hollow plate of prestressing force and its construction method |
| CN109281425A (en) * | 2018-10-24 | 2019-01-29 | 江苏中南建筑产业集团有限责任公司 | A kind of prefabricated concrete floor and its construction method |
| WO2020125378A1 (en) * | 2018-12-19 | 2020-06-25 | 哈尔滨达城绿色建筑技术开发股份有限公司 | One-way precast hollow slab having gradually varying cross section for laminated slab of agglomeration building |
| CN111576709A (en) * | 2020-05-26 | 2020-08-25 | 常虹 | Prefabricated local coincide floor |
-
2016
- 2016-03-15 CN CN201620194768.1U patent/CN205557951U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106555453A (en) * | 2017-02-04 | 2017-04-05 | 赤峰市建筑科学研究院有限公司 | A kind of prefabricated overlapped hollow plate of prestressing force and its construction method |
| CN109281425A (en) * | 2018-10-24 | 2019-01-29 | 江苏中南建筑产业集团有限责任公司 | A kind of prefabricated concrete floor and its construction method |
| WO2020125378A1 (en) * | 2018-12-19 | 2020-06-25 | 哈尔滨达城绿色建筑技术开发股份有限公司 | One-way precast hollow slab having gradually varying cross section for laminated slab of agglomeration building |
| CN111576709A (en) * | 2020-05-26 | 2020-08-25 | 常虹 | Prefabricated local coincide floor |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160907 Termination date: 20190315 |