CN109057119A - A kind of assembly concrete laminated floor slab connection structure - Google Patents
A kind of assembly concrete laminated floor slab connection structure Download PDFInfo
- Publication number
- CN109057119A CN109057119A CN201811045747.3A CN201811045747A CN109057119A CN 109057119 A CN109057119 A CN 109057119A CN 201811045747 A CN201811045747 A CN 201811045747A CN 109057119 A CN109057119 A CN 109057119A
- Authority
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- China
- Prior art keywords
- reinforcing bar
- superimposed sheet
- floor slab
- groove
- laminated floor
- 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.)
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Links
- 239000004567 concrete Substances 0.000 title claims abstract description 39
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 88
- 210000003205 muscle Anatomy 0.000 claims abstract description 14
- 238000011065 in-situ storage Methods 0.000 claims abstract description 13
- 230000002787 reinforcement Effects 0.000 claims description 14
- 238000005452 bending Methods 0.000 claims description 13
- 229910000831 Steel Inorganic materials 0.000 claims description 12
- 239000010959 steel Substances 0.000 claims description 12
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 6
- 238000007711 solidification Methods 0.000 claims description 3
- 230000008023 solidification Effects 0.000 claims description 3
- 239000011120 plywood Substances 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 10
- 230000003247 decreasing effect Effects 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 7
- 238000000034 method Methods 0.000 description 6
- 238000009826 distribution Methods 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000004364 calculation method Methods 0.000 description 2
- 238000005266 casting Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000009828 non-uniform distribution Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 238000005728 strengthening Methods 0.000 description 2
- 241000208340 Araliaceae Species 0.000 description 1
- 241000196324 Embryophyta Species 0.000 description 1
- 235000005035 Panax pseudoginseng ssp. pseudoginseng Nutrition 0.000 description 1
- 235000003140 Panax quinquefolius Nutrition 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 235000008434 ginseng Nutrition 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 238000009958 sewing Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
- E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The present invention provides a kind of assembly concrete laminated floor slab connection structures, including top in-situ layer and lower part prefabricated board, the lower part prefabricated board is made of muti-piece superimposed sheet, multiple grooves are arranged in the surrounding of the superimposed sheet, the multiple superimposed sheet groove in combination is aligned, and connection reinforcing bar is placed in the groove.The present invention is based on the superimposed sheet for not going out muscle.Do not go out muscle and avoid the collision between reinforcing bar, to improve the standardization of design, significantly reduces the workload for designing figure, while decreasing the generation of mistake.Floor is assembled using close spell shape formula in scene, eliminates post-cast strip, so that construction more convenient and quicker.Connection reinforcing bar is put into groove, so that the effective height for connecting reinforcing bar is increased compared to Normal practice, so as to accordingly reduce in-situ layer thickness, saves project cost.
Description
Technical field
The present invention relates to assembly concrete building, in particular to a kind of assembly concrete laminated floor slab connection structure.
Background technique
It is well known that superposed floor is a kind of mode of construction common in current prefabricated concrete structure at present.It is this
For floor system by prefabrication steel bar girder reinforced concrete slab as template, scene binds steel again on laminated floor slab
Muscle, casting concrete.
The process that this construction process saves live formwork and part assembling reinforcement, improves construction efficiency, saves
Manpower is the embodiment of building industrialization production method.However, floor can not in a room due to producing, transporting etc.
Integral prefabricated, lower part prefabricated board is often split into muti-piece, in order to make lower part prefabricated board that can bear structure after construction
The effect of stress, it is necessary that the intraplate discontinuous reinforcing bar energy effective force of piecemeal.
Therefore it needs one kind that can improve connection reinforcing bar effective height, reinforces bonding pad strength and stiffness, and can conveniently set
The concrete building board connecting structure of meter and construction.
Summary of the invention
The purpose of the present invention is to provide a kind of assembly concrete laminated floor slab connection structures, to solve in the prior art
The problems such as existing construction trouble, waste of material.
In order to solve the above technical problems, the present invention provides a kind of assembly concrete laminated floor slab connection structure, including upper
Portion's in-situ layer and lower part prefabricated board, the lower part prefabricated board include the superimposed sheet of muti-piece splicing；The superimposed sheet is itself and other
Multiple first grooves are offered on the side of superimposed sheet splicing, the first groove one is a pair of at the splicing edge on two adjacent superimposed sheets
Should and be mutually matched to form the second groove, second inside grooves are placed with connection reinforcing bar, the top in-situ layer pour in
On the lower part prefabricated board and the connection reinforcing bar.
Optionally, the second groove upper vertical is placed with elongated reinforcing bar in the second groove extending direction, described elongated
The length of reinforcing bar is equal to the length on the side where the stitching portion of two adjacent superimposed sheets.
Optionally, the connection reinforcing bar is linear, and it is recessed that the both ends of the connection reinforcing bar are located at composition described second
In two the first grooves of slot.
Optionally, the connection reinforcing bar is using annular bending reinforcing steel bar, and the annular bending reinforcing steel bar is by a rectangular-ambulatory-plane reinforcing bar
Formed with rectilinear reinforcement, the rectangular-ambulatory-plane reinforcing bar include opposite first while and when second, opposite third side and the 4th
Side, the both ends of the rectilinear reinforcement be separately fixed at the first of the rectangular-ambulatory-plane reinforcing bar while and midpoint when second, it is described
The first of rectangular-ambulatory-plane reinforcing bar while and with rectilinear reinforcement be that the axial same direction is bent to form a bulge-structure when second, it is described
The third of rectangular-ambulatory-plane reinforcing bar while and the 4th while be respectively arranged in two adjacent the second grooves.
Optional amount, there is embedded bar in the superimposed sheet, and the embedded bar includes intersecting vertically to be distributed in superimposed sheet
The internal transverse steel along the first groove extending direction and the longitudinal reinforcement perpendicular to the first groove extending direction,
The transverse steel is a little being folded upward at and is being exposed close to the stitching portion overlapping plate surface and be located at two adjacent institutes
It states between the first groove.
Optionally, first groove is rectangular recess, and the rectangular recess is made by the way of mold, mold is pressed
It is pressed into the concrete surface of ot-yet-hardened, takes out mold to form first groove after concrete curing solidification.
Optionally, the superimposed sheet is the smooth superimposed sheet for not going out muscle of surrounding.
Optionally, the depth of first groove is greater than the diameter of the connection reinforcing bar.
Optionally, the length of the connection reinforcing bar be less than or equal to two first grooves along extending direction length it
With.
Optionally, the superimposed sheet quantity is muti-piece, is connected between muti-piece superimposed sheet by close spelling mode.
The present invention provides a kind of assembly concrete laminated floor slab connection structure, including top in-situ layer and lower part it is prefabricated
Plate, the lower part prefabricated board are made of muti-piece superimposed sheet, and groove is arranged in the surrounding of the superimposed sheet, place connection in the groove
Reinforcing bar.
The present invention is based on the superimposed sheet for not going out muscle.Do not go out muscle and avoid the collision between reinforcing bar, is set to improve
The standardization of meter significantly reduces the workload for designing figure, while decreasing the generation of mistake.Close muscle of can not spelling can save
Live supporting module is gone, directly using superimposed sheet as template.Secondly, unified rectangle is arranged in the surrounding of superimposed sheet by the present invention
Groove.Rectangular recess is made by the way of " print ", i.e., after factory's casting concrete, mold compresses are entered the mixed of ot-yet-hardened
Solidifying soil surface, takes out mold after concrete curing solidification, rectangular recess self-assembling formation.Be arranged rectangular recess purpose be for
Connection reinforcing bar is placed at the scene, and the connection reinforcing bar that groove reduces puts depth, thus company when improving floor Force Calculation
The effective height of reinforcing bar is connect, the thickness for increasing in-situ layer is thus no longer needed to, and plays and improves connecting portion strength and stiffness
Effect.Elongated reinforcing bar is placed along the direction perpendicular to the connection reinforcing bar above groove, elongated reinforcing bar pours in section after strengthening
Connect the globality of reinforcing bar.
Detailed description of the invention
Fig. 1 is the schematic diagram for the monolithic superimposed sheet that the embodiment of the present invention one provides；
Fig. 2 is the schematic diagram that two pieces of superimposed sheets provided in an embodiment of the present invention are stitched together；
Fig. 3 is the annular bending connection reinforcing bar schematic diagram placed in the groove of alignment；
Fig. 4 is the embedded bar schematic diagram being distributed in prefabricated board；
Fig. 5 is the schematic top plan view for setting up the prefabricated board of annular bending connection reinforcing bar；
Fig. 6 is that elongated reinforcing bar schematic diagram is placed on groove along vertical piece direction；
Fig. 7 is the organigram of edge joint position before cast in situs；
Fig. 8 is the schematic cross-section after the completion of pouring；
Fig. 9 is a kind of schematic diagram for assembly concrete laminated floor slab connection structure that the present embodiment one provides；
Figure 10 is the schematic diagram for another assembly concrete laminated floor slab connection structure that the present embodiment one provides；
Figure 11 is a kind of schematic top plan view for assembly concrete laminated floor slab connection structure that embodiment two provides；
Figure 12 is that the section of another assembly concrete laminated floor slab connection structure provided by Embodiment 2 of the present invention shows
It is intended to；
The lower part 1- prefabricated board, 10- superimposed sheet, the first groove of 11-, the second groove of 110-, 100- embedded bar, 20- connection
Reinforcing bar, the back-shaped reinforcing bar of 201-, 202- rectilinear reinforcement, the elongated reinforcing bar of 30-, 40- in-situ layer.
Specific embodiment
Concrete building board connecting structure proposed by the present invention is made below in conjunction with the drawings and specific embodiments further detailed
Explanation.According to following explanation and claims, advantages and features of the invention will be become apparent from.It should be noted that attached drawing is adopted
With very simplified form and using non-accurate ratio, only to facilitate, lucidly aid in illustrating the embodiment of the present invention
Purpose.
Embodiment one
As shown in Figures 1 to 8.The present invention provides a kind of assembly concrete laminated floor slab connection structure, including top shows
Layer 40 and lower part prefabricated board 1 are poured, the lower part prefabricated board 1 includes the superimposed sheet of muti-piece splicing；The superimposed sheet is itself and other
Multiple first grooves 11, the first groove 11 1 at the splicing edge on two adjacent superimposed sheets are offered on the side of superimposed sheet splicing
One corresponds to and is mutually matched to form the second groove 110, and connection reinforcing bar 20, the top are placed with inside second groove 110
In-situ layer 40 is poured on the lower part prefabricated board 1 and the connection reinforcing bar 20.First groove 11 is rectangular recess, described
Rectangular recess is made by the way of mold, and mold compresses are entered to the concrete surface of ot-yet-hardened, is solidified to concrete curing
Mold is taken out afterwards, rectangular recess self-assembling formation.The purpose that rectangular recess is arranged is in order to place connection reinforcing bar 20 at the scene, such as
Shown in Fig. 3, the connection reinforcing bar 20 is using annular bending reinforcing steel bar, and the annular bending connection reinforcing bar is by a rectangular-ambulatory-plane reinforcing bar
201 and rectilinear reinforcement 202 form, wherein the both ends of a reinforcing bar are joined together to form rectangular-ambulatory-plane reinforcing bar 201,
The intermediate position of the rectangular-ambulatory-plane reinforcing bar 201 is connected with the straight line steel along the position perpendicular to 201 two sides of rectangular-ambulatory-plane reinforcing bar
Muscle 202, the rectangular-ambulatory-plane reinforcing bar 201 are that the axial same direction is bent with rectilinear reinforcement 202.The annular bending connection reinforcing bar
Two sides be placed into two adjacent grooves respectively.Reinforcing bar can be effectively reduced using annular bending reinforcing steel bar
Anchorage length, the length of concrete tooth-like recesses can be reduced by reducing anchorage length of steel bar, to reduce what groove was destroyed
Risk；Simultaneously as the connection reinforcing bar in two grooves is connected by annular bending, so that it is easy to put, to simplify
Construction technology.The connection reinforcing bar that groove reduces puts depth, to connect the effective of reinforcing bar when improving floor Force Calculation
Highly, it thus no longer needs to increase the thickness of in-situ layer, and plays the role of improving connecting portion strength and stiffness.The overlapping
10 quantity of plate is muti-piece, connects into an entirety by close spelling mode between muti-piece superimposed sheet, is spliced in the way of close spelling
It constructs relatively simple.
Preferably, as shown in fig. 6, can be placed in 110 upper vertical of the second groove in 110 extending direction of the second groove
There is elongated reinforcing bar 30, Fig. 7 is the organigram of the edge joint position when setting up elongated reinforcing bar before pouring, the length of the elongated reinforcing bar 30
Degree is generally equivalent to the length of its placed superimposed sheet side, pours in section and connects after being strengthened by placing elongated reinforcing bar on groove
The globality of reinforcing bar, in addition, there is embedded bar in the superimposed sheet, the orthogonal distribution of embedded bar in superimposed sheet
Portion, the embedded bar are folded upward in one end at connecting portion and expose overlapping plate surface.It is pre-buried in prefabricated board
Reinforcing bar is folded upward at exposing plate face at close connecting portion can play the role of reinforcing connection reinforcing bar to drawing, can effectively subtract
Few anchorage length of steel bar.
In the present embodiment, the size shape of all first grooves 110 is all the same.It is to be understood that these first grooves 11
Between size and shape can also be not exactly the same, for example, the size of a part of groove is larger, and the ruler of another part groove
Very little smaller, for another example, the shape of a part of groove is rectangle, and the shape of another part groove is trapezoidal or other shapes
, if the groove on two joint faces can coincide on enable groove place connection reinforcing bar, can also have it is many its
His deformation, this will not be repeated here.
All groove parts are to be uniformly distributed in the present embodiment, it is to be understood that these grooves can also in practical applications
With non-uniform Distribution, as shown in figure 9, the distribution of groove required for oneself can be arranged as needed, it should be noted that at this time
It is described annular bending connection reinforcing bar be also sized to corresponding adjustment is made with the non-uniform Distribution of groove.
Superimposed sheet only has two sides distribution fluted in the present embodiment, and groove is aligned between two pieces of adjacent superimposed sheets, to it
Groove in place connection reinforcing bar become an entirety.It is understood that the groove can be distributed in four sides of superimposed sheet
Side is not only and is distributed in two sides, and as shown in Figure 10, groove can also be distributed in three sides of superimposed sheet, such as in engineering
In application, the superimposed sheet of outermost is only needed in three side redistribution grooves, thus engineering in practice can be as needed
Select that groove is arranged in which specific side of superimposed sheet, groove only can also be set a side, this will not be repeated here.
Embodiment two
As shown in figure 11, the present embodiment two and the difference of embodiment one are, the connection reinforcing bar 20 is not using annular
Bending connection reinforcing bar, but using a rectilinear reinforcement as connection reinforcing bar, in the direction along vertical connection reinforcing bar 20 described
Elongated reinforcing bar 30 is placed on second groove 110, Figure 11 is the organigram of edge joint position when setting up elongated reinforcing bar before pouring,
The process process that reinforcing bar early period can be reduced using rectilinear reinforcement as connection reinforcing bar, can effectively save certain cost.
Optionally, connection type can become separate type, such as Figure 12 by close spelling mode between the superimposed sheet of lower part prefabricated board
It is shown, it does not contact directly between two pieces of adjacent superimposed sheets but is existed in the case where the alignment of groove each other using connection reinforcing bar
Become whole after the completion of pouring, while pouring the globality for connecting reinforcing bar in section after strengthening using elongated reinforcing bar.
In conclusion being had the advantages that cast-in-place including top in concrete building board connecting structure provided by the invention
Layer and lower part prefabricated board, the lower part prefabricated board are made of muti-piece superimposed sheet, and multiple grooves, institute is arranged in the surrounding of the superimposed sheet
It states multiple superimposed sheets groove in combination to be aligned, connection reinforcing bar is placed in the groove.The precast concrete for not going out muscle overlaps building
Plate, is the concrete slab being prefabricated in the factory, and when site operation can be used as template use；The rectangle at prefabricated superimposed sheet edge is recessed
Slot, to place connection reinforcing bar；The elongated distributing bar of vertical connecting sewing；Cast-in-place concrete overlapping layers.Above-mentioned construction is so that pre-
Reinforced concrete slab processed simplifies plant produced process, improves the degree of product standardization without going out muscle.Scene uses close spelling
Form assembles floor, eliminates post-cast strip, so that construction more convenient and quicker.Connection reinforcing bar is put into rectangular recess, so that comparing
In Normal practice, the effective height for connecting reinforcing bar is increased, and so as to accordingly reduce in-situ layer thickness, saves project cost.
It should be noted last that the above examples are only used to illustrate the technical scheme of the present invention and are not limiting, although ginseng
It is described the invention in detail according to preferred embodiment, those skilled in the art should understand that, it can be to the present invention
Technical solution be modified or replaced equivalently, without departing from the spirit and scope of the technical solution of the present invention.
Claims (10)
1. a kind of assembly concrete laminated floor slab connection structure, which is characterized in that including top in-situ layer and lower part prefabricated board,
The lower part prefabricated board includes the superimposed sheet of muti-piece splicing；The superimposed sheet offers on its side with the splicing of other superimposed sheets
Multiple first grooves, the first groove corresponds and is mutually matched that form second recessed at the splicing edge on two adjacent superimposed sheets
Slot, second inside grooves are placed with connection reinforcing bar, and the top in-situ layer is poured in the lower part prefabricated board and the company
It connects on reinforcing bar.
2. a kind of assembly concrete laminated floor slab connection structure as described in claim 1, which is characterized in that described second is recessed
Slot upper vertical is placed with elongated reinforcing bar in the second groove extending direction, and the length of the elongated reinforcing bar is equal to adjacent two and folds
The length on the side where the stitching portion of plywood.
3. a kind of assembly concrete laminated floor slab connection structure as described in claim 1, which is characterized in that the connection steel
Muscle is linear, and the both ends of the connection reinforcing bar are located in two the first grooves for forming second groove.
4. a kind of assembly concrete laminated floor slab connection structure as described in claim 1, which is characterized in that the connection steel
Muscle is made of using annular bending reinforcing steel bar, the annular bending reinforcing steel bar a rectangular-ambulatory-plane reinforcing bar and a rectilinear reinforcement, and described time
Font reinforcing bar include opposite first while and when second, opposite third while and when the 4th, the both ends difference of the rectilinear reinforcement
Be fixed on the first of the rectangular-ambulatory-plane reinforcing bar while and midpoint when second, the rectangular-ambulatory-plane reinforcing bar first while and when second
Be that the axial same direction is bent to form a bulge-structure with rectilinear reinforcement, the third of the rectangular-ambulatory-plane reinforcing bar while and when the 4th
It is respectively arranged in two adjacent the second grooves.
5. a kind of assembly concrete laminated floor slab connection structure as described in claim 1, which is characterized in that the superimposed sheet
Inside have an embedded bar, the embedded bar include intersect vertically be distributed in inside superimposed sheet along the first groove extending direction
Transverse steel and longitudinal reinforcement perpendicular to the first groove extending direction, the transverse steel a little close to described
Stitching portion is folded upward at and exposes overlapping plate surface and between two adjacent first grooves.
6. a kind of assembly concrete laminated floor slab connection structure as described in claim 1, which is characterized in that described first is recessed
Slot is rectangular recess, and the rectangular recess is made by the way of mold, and mold compresses are entered to the concrete surface of ot-yet-hardened,
Mold is taken out to form first groove after concrete curing solidification.
7. a kind of assembly concrete laminated floor slab connection structure as described in claim 1, which is characterized in that the superimposed sheet
For the smooth superimposed sheet for not going out muscle of surrounding.
8. a kind of assembly concrete laminated floor slab connection structure as claimed in claim 3, which is characterized in that described first is recessed
The depth of slot is greater than the diameter of the connection reinforcing bar.
9. a kind of assembly concrete laminated floor slab connection structure as claimed in claim 3, which is characterized in that the connection steel
The length of muscle is less than or equal to two first grooves along the sum of the length of extending direction.
10. a kind of assembly concrete laminated floor slab connection structure as described in claim 1, which is characterized in that the overlapping
Plate quantity is muti-piece, is connected between muti-piece superimposed sheet by close spelling mode.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820992291 | 2018-06-26 | ||
| CN2018209922910 | 2018-06-26 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109057119A true CN109057119A (en) | 2018-12-21 |
| CN109057119B CN109057119B (en) | 2024-05-24 |
Family
ID=64760780
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821473580.6U Expired - Fee Related CN208981603U (en) | 2018-06-26 | 2018-09-07 | A kind of assembly concrete laminated floor slab connection structure |
| CN201811045747.3A Active CN109057119B (en) | 2018-06-26 | 2018-09-07 | Assembled concrete coincide floor connection structure |
Family Applications Before (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821473580.6U Expired - Fee Related CN208981603U (en) | 2018-06-26 | 2018-09-07 | A kind of assembly concrete laminated floor slab connection structure |
Country Status (1)
| Country | Link |
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| CN (2) | CN208981603U (en) |
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109732742A (en) * | 2019-03-01 | 2019-05-10 | 中国二十二冶集团有限公司 | Laminated floor slab mold and its construction method |
| CN110080445A (en) * | 2019-05-27 | 2019-08-02 | 沈阳建筑大学 | A kind of sawtooth pattern Honeycomb Beam superimposed sheet and its preparation and connection method |
| CN110185182A (en) * | 2019-06-13 | 2019-08-30 | 天津城建大学 | Concrete folding plate construction is with being stably connected with structure and construction method |
| CN110258907A (en) * | 2019-05-15 | 2019-09-20 | 悉地（北京）国际建筑设计顾问有限公司 | A kind of prefabricated board and production method, laminated floor slab and production method |
| CN110424603A (en) * | 2019-07-18 | 2019-11-08 | 南京长江都市建筑设计股份有限公司 | A kind of two-way prefabricated superimposed sheet structure of close spelling formula |
| CN110735492A (en) * | 2019-10-28 | 2020-01-31 | 浙江中清大建筑产业化有限公司 | Connecting structure of prestressed hollow composite slabs and construction method thereof |
| CN110847467A (en) * | 2019-11-18 | 2020-02-28 | 三一筑工科技有限公司 | Laminated prefabricated floor slab and construction method thereof |
| CN112240071A (en) * | 2020-11-05 | 2021-01-19 | 江苏建筑职业技术学院 | Prefabricated assembly type laminated slab and using method thereof |
| CN112523411A (en) * | 2020-12-22 | 2021-03-19 | 福州建工（集团）总公司 | Assembled composite floor slab and installation method thereof |
| CN113043419A (en) * | 2021-02-23 | 2021-06-29 | 中建科技集团有限公司 | Production device and production method of laminated slab with grooves and ribs not formed on periphery |
| CN115262831A (en) * | 2022-08-09 | 2022-11-01 | 筑邦绿建科技(重庆)有限公司 | Integral type splicing seam construction method for fabricated floor and floor |
| CN115538676A (en) * | 2022-09-14 | 2022-12-30 | 上海宝冶集团有限公司 | Prefabricated reinforcement-free laminated slab and construction method thereof |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN208981603U (en) * | 2018-06-26 | 2019-06-14 | 华东建筑设计研究院有限公司 | A kind of assembly concrete laminated floor slab connection structure |
| CN111255136B (en) * | 2020-03-18 | 2024-10-08 | 无锡磊砼工程技术有限公司 | Ribbed prestressed laminated slab |
| CN111305047A (en) * | 2020-04-02 | 2020-06-19 | 江西省高速公路投资集团有限责任公司 | Steel-concrete composite beam |
Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201087490Y (en) * | 2007-08-16 | 2008-07-16 | 同济大学 | Novel steel reinforced concrete superimposed sheet |
| JP2011094335A (en) * | 2009-10-28 | 2011-05-12 | Takenaka Komuten Co Ltd | Method for constructing floor slab |
| CN103410265A (en) * | 2013-08-07 | 2013-11-27 | 南京工业大学 | Splicing structure of laminated floor slab |
| CN203393876U (en) * | 2013-07-29 | 2014-01-15 | 湖北弘顺钢结构制造有限公司 | Connection structure between composite floor slabs |
| CN103850352A (en) * | 2014-03-17 | 2014-06-11 | 初明进 | Connection method of prefabricated slab |
| CN103953147A (en) * | 2014-04-29 | 2014-07-30 | 清华大学 | Two-way sandwich panel for split mounting type reinforcing bar girder |
| CN105275096A (en) * | 2015-09-17 | 2016-01-27 | 中民筑友有限公司 | Prefabricated pieced two-way slab construction method |
| CN205954968U (en) * | 2016-08-04 | 2017-02-15 | 四川宜宾仁铭住宅工业技术有限公司 | A strenghthened type concrete combined slab for green building |
| CN106639093A (en) * | 2017-01-17 | 2017-05-10 | 沈阳建筑大学 | Close splicing seam-type laminated slab |
| CN106703269A (en) * | 2016-12-30 | 2017-05-24 | 山东省建筑科学研究院 | Prestressed concrete superimposed sheet with steel trusses and manufacturing method |
| CN107386508A (en) * | 2017-07-01 | 2017-11-24 | 清华大学 | The prefabricated board piece connecting structure and construction method of a kind of two-way concrete folding plate |
| CN107605070A (en) * | 2017-09-27 | 2018-01-19 | 湖北宇辉中工建筑产业化有限公司 | The node connection engineering method of overlaid plate type Combined concrete prefabricated components |
| CN208981603U (en) * | 2018-06-26 | 2019-06-14 | 华东建筑设计研究院有限公司 | A kind of assembly concrete laminated floor slab connection structure |
-
2018
- 2018-09-07 CN CN201821473580.6U patent/CN208981603U/en not_active Expired - Fee Related
- 2018-09-07 CN CN201811045747.3A patent/CN109057119B/en active Active
Patent Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201087490Y (en) * | 2007-08-16 | 2008-07-16 | 同济大学 | Novel steel reinforced concrete superimposed sheet |
| JP2011094335A (en) * | 2009-10-28 | 2011-05-12 | Takenaka Komuten Co Ltd | Method for constructing floor slab |
| CN203393876U (en) * | 2013-07-29 | 2014-01-15 | 湖北弘顺钢结构制造有限公司 | Connection structure between composite floor slabs |
| CN103410265A (en) * | 2013-08-07 | 2013-11-27 | 南京工业大学 | Splicing structure of laminated floor slab |
| CN103850352A (en) * | 2014-03-17 | 2014-06-11 | 初明进 | Connection method of prefabricated slab |
| CN103953147A (en) * | 2014-04-29 | 2014-07-30 | 清华大学 | Two-way sandwich panel for split mounting type reinforcing bar girder |
| CN105275096A (en) * | 2015-09-17 | 2016-01-27 | 中民筑友有限公司 | Prefabricated pieced two-way slab construction method |
| CN205954968U (en) * | 2016-08-04 | 2017-02-15 | 四川宜宾仁铭住宅工业技术有限公司 | A strenghthened type concrete combined slab for green building |
| CN106703269A (en) * | 2016-12-30 | 2017-05-24 | 山东省建筑科学研究院 | Prestressed concrete superimposed sheet with steel trusses and manufacturing method |
| CN106639093A (en) * | 2017-01-17 | 2017-05-10 | 沈阳建筑大学 | Close splicing seam-type laminated slab |
| CN107386508A (en) * | 2017-07-01 | 2017-11-24 | 清华大学 | The prefabricated board piece connecting structure and construction method of a kind of two-way concrete folding plate |
| CN107605070A (en) * | 2017-09-27 | 2018-01-19 | 湖北宇辉中工建筑产业化有限公司 | The node connection engineering method of overlaid plate type Combined concrete prefabricated components |
| CN208981603U (en) * | 2018-06-26 | 2019-06-14 | 华东建筑设计研究院有限公司 | A kind of assembly concrete laminated floor slab connection structure |
Non-Patent Citations (1)
| Title |
|---|
| 林光明;黄海林;吴方伯;: "新型单向预应力双向配筋混凝土叠合楼盖结构体系开发及其在灾后重建中的应用", 中外建筑, no. 07 * |
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| CN208981603U (en) | 2019-06-14 |
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