CN109972730A - Assembled I-steel laminated floor slab mounting structure - Google Patents
Assembled I-steel laminated floor slab mounting structure Download PDFInfo
- Publication number
- CN109972730A CN109972730A CN201910278355.XA CN201910278355A CN109972730A CN 109972730 A CN109972730 A CN 109972730A CN 201910278355 A CN201910278355 A CN 201910278355A CN 109972730 A CN109972730 A CN 109972730A
- Authority
- CN
- China
- Prior art keywords
- steel
- assembled wall
- steel concrete
- concrete
- concrete assembled
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
-
- 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
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
Abstract
Assembled I-steel laminated floor slab mounting structure, including left steel concrete assembled wall and right steel concrete assembled wall, at least two supporting and regulating devices are provided on sustained height on the right side of left steel concrete assembled wall and on the left of right steel concrete assembled wall, several pieces of connecting plates and several internally threaded sleeves are embedded with inside left steel concrete assembled wall and right steel concrete assembled wall, internally threaded sleeve is located between two pieces of adjacent connecting plates of sustained height, and I-steel laminated floor slab left side and right side are separately positioned on the supporting and regulating device upper end of left and right side.It is of the invention novel in design, structure is simple, convenient for operation, the adjustable levelness before pouring, so that it is guaranteed that construction quality, and bonding strength is high, stability is good.
Description
Technical field
The invention belongs to assembled architecture technical field of construction, and in particular to a kind of assembled I-steel laminated floor slab installation
Structure.
Background technique
In recent years, due to the jumping up of the raising of energy-saving and emission-reduction policy requirements and the price of labour power, simultaneously by
Start to get rid of low ebb in the application of popularity of the advanced technology in fabricated construction, fabricated construction, presentation rises rapidly
Trend.Assembled architecture is primarily adapted for use in non-Aseismic Design at present and seismic fortification intensity is 6-8 degree Aseismic Design area
Class B and Class B all kinds of civil buildings below.In assembled architecture application process, existing laminated floor slab is adopted
It is made of framework of steel reinforcement+lower-layer concrete, there are biggish mismatches for this installation with assembled steel concrete compound shear wall, not only
It is cumbersome, and bonding strength is not high, and levelness is also not easy to adjust in actual installation process.
Summary of the invention
The present invention provides one kind and is convenient for operation, bonding strength height, is easy to adjust to solve shortcoming in the prior art
The assembled I-steel laminated floor slab mounting structure of water-saving Pingdu.
In order to solve the above technical problems, the present invention adopts the following technical scheme: assembled I-steel laminated floor slab installation knot
Structure, including vertical itself and left steel concrete assembled wall disposed in parallel and right steel concrete assembled wall, on the right side of left steel concrete assembled wall and
At least two supporting and regulating devices, left steel concrete assembled wall and the right side are provided on sustained height on the left of right steel concrete assembled wall
Several pieces of connecting plates and several internally threaded sleeves, the connecting plate on sustained height are embedded with inside steel concrete assembled wall
It is evenly arranged along the longitudinal direction, internally threaded sleeve is located between two pieces of adjacent connecting plates of sustained height, left steel concrete assembled wall
The right end of interior connecting plate right side and internally threaded sleeve is flushed with left steel concrete assembled wall right lateral surface, right steel concrete faced wall
Intracorporal connecting plate left side and the left end of internally threaded sleeve are flushed with right steel concrete assembled wall left-hand face, I-steel overlapping
Floor left side and right side are separately positioned on the supporting and regulating device upper end of left and right side.
The structure of all supporting and regulating devices is all the same, a supporting and regulating device packet on the right side of left steel concrete assembled wall
It includes and is embedded in intracorporal two connecting sleeves of left steel concrete faced wall, two connecting sleeves arrange that two connecting sleeves are logical up and down
It crosses a connection and is bolted the open braced frame in right side, braced frame screw top is connected with a carrying bolt, props up
The head of staybolt is located above braced frame, and it is L that ipsilateral level row carrying bolt upper end, which is provided with one piece of cross section,
The support plate of type has gap together, a left side for support plate between braced frame upper left-hand and left steel concrete assembled wall right side
Side is located in the gap.
I-steel laminated floor slab includes the number I-steel equal with connecting plate, all I-steel water in left-right direction
Flat setting, the both ends of every I-steel are and on the left of the one piece of connecting plate and right steel concrete assembled wall on the right side of left steel concrete assembled wall
One piece of connecting plate it is corresponding and contact, be spaced apart along its length on the web of I-steel and be equipped with several and pour open-work, I-shaped
The lower part of steel is equipped with and pours the level horizontal mesh reinforcement in open-work bottom, has poured lower layer's coagulation outside horizontal mesh reinforcement
Soil, the left and right sides of lower-layer concrete are respectively apart from left steel concrete assembled wall and right steel concrete assembled wall 10-50cm, lower layer
The left and right sides bottom of concrete is supported in the support plate of left and right side, is poured at the same height in open-work top along the longitudinal direction
Several longitudinal reinforcements are provided with, longitudinal reinforcement passes through and pours open-work and be welded as a whole with I-steel, connects at adjacent two pieces
Internally threaded sleeve between plate is provided with two layers, and the internally threaded sleeve on upper layer is threaded with transverse steel, upper transverse direction steel
Muscle is located above longitudinal reinforcement and is integrated with longitudinal reinforcement binding, and the internally threaded sleeve of lower layer is threaded with lower lateral steel
Muscle, the right end of transverse steel is contacted with the left side of lower-layer concrete under a row in left side, transverse steel under a row on right side
Left end contacted with the right edge of lower-layer concrete.
By adopting the above technical scheme, each pour open-work be it is run-track shaped, each pour and be equipped with two in open-work
Longitudinal reinforcement.The adjusting that flatness is first carried out to laminated floor slab, turns carrying bolt using spanner, passes through the height of carrying bolt
Adjust the height of support plate, to finely tune the flatness of laminated floor slab, then by the both ends of I-steel respectively with adjacent company
Fishplate bar is welded as a whole, and can then carry out pouring upper layer concrete after the pipeline installation of lower-layer concrete surface, by longitudinal steel
Muscle, lower transverse steel, upper transverse steel and I-steel are all cast in the height of inner support plate.It pours and completes and make upper layer coagulation
After soil solidification, supporting and regulating device is removed, and connecting sleeve is blocked.
The present invention by I-steel and be embedded in the intracorporal connecting plate of left steel concrete assembled wall, right steel concrete faced wall weld with
And it is threadedly attached in the upper transverse steel of internally threaded sleeve and lower transverse steel is cast in dual company in layer concrete
Connect reinforcing mode.So that it is guaranteed that the reliability and stability connected between floor and steel concrete assembled wall.
Connecting plate, internally threaded sleeve and connecting sleeve are just pre-buried according to design drawing when factory makes steel concrete compound tube
Inside.Lower-layer concrete, horizontal mesh reinforcement and I-steel pour the I-steel laminated floor slab being formed by connecting and also make in factory.
The present invention is novel in design, structure is simple, convenient for operation, the adjustable levelness before pouring, so that it is guaranteed that construction
Quality, and bonding strength is high, stability is good.
Detailed description of the invention
Fig. 1 is schematic perspective view of the invention；
Fig. 2 is the enlarged drawing in Fig. 1 at A；
Fig. 3 is the enlarged drawing in Fig. 1 at B.
Specific embodiment
As shown in Figure 1, Figure 2 and Figure 3, assembled I-steel laminated floor slab mounting structure of the invention, including it is vertical itself and
Left steel concrete assembled wall 1 disposed in parallel and right steel concrete assembled wall 2, left 1 right side of steel concrete assembled wall and right steel concrete faced wall
2 left side of body is provided at least two supporting and regulating devices 3, left steel concrete assembled wall 1 and the combination of right steel concrete on sustained height
Several pieces of connecting plates 5 and several internally threaded sleeves 4 are embedded with inside wall 2, the connecting plate 5 on sustained height is along preceding
Rear direction is evenly arranged, and internally threaded sleeve 4 is located between two pieces of adjacent connecting plates 5 of sustained height, in left steel concrete assembled wall 1
5 right side of connecting plate and the right end of internally threaded sleeve 4 flushed with left 1 right lateral surface of steel concrete assembled wall, right steel concrete combination
The left end of 5 left side of connecting plate and internally threaded sleeve 4 in wall 2 is flushed with right 2 left-hand face of steel concrete assembled wall, I-shaped
6 left side of steel laminated floor slab and right side are separately positioned on 3 upper end of supporting and regulating device of left and right side.
The structure of all supporting and regulating devices 3 is all the same, a supporting and regulating device on left 1 right side of steel concrete assembled wall
3 include two connecting sleeves being embedded in left steel concrete assembled wall 1, and two connecting sleeves are arranged up and down, two connecting sleeves
The open braced frame 8 in right side is bolted by a connection, 8 screw top of braced frame is connected with a support spiral shell
Bolt 9, the head of carrying bolt 9 are located at 8 top of braced frame, and ipsilateral level 9 upper end of row carrying bolt is provided with one piece
Cross section is the support plate 10 of L-type, between having together between 8 upper left-hand of braced frame and left 1 right side of steel concrete assembled wall
Gap, the left-hand portion of support plate 10 is in the gap, and the stability of support plate 10 can be enhanced in the setting in gap, and support plate rises
To the effect of end template.
I-steel laminated floor slab 6 includes the number I-steel 11 equal with connecting plate 5, and all I-steel 11 are along left and right
Direction is horizontally disposed, the both ends of every I-steel 11 with one piece of connecting plate 5 on left 1 right side of steel concrete assembled wall and right steel concrete group
One piece of connecting plate 5 for closing 2 left side of wall is corresponded to and is contacted, and is spaced apart along its length on the web of I-steel 11 and is equipped with several
Open-work 12 is poured, the lower part of I-steel 11 is equipped with and pours the level horizontal mesh reinforcement 13 in 12 bottom of open-work, horizontal reinforcement
Lower-layer concrete 14 is poured outside net 13, the left and right sides of lower-layer concrete 14 are respectively apart from left 1 He of steel concrete assembled wall
Right steel concrete assembled wall 2 is 10-50cm, and the left and right sides bottom of lower-layer concrete 14 is supported on the support plate of left and right side
On 10, pours 12 top of open-work and pass through and pour with several longitudinal reinforcements 15, longitudinal reinforcement 15 is provided at height along the longitudinal direction
It builds open-work 12 and is welded as a whole with I-steel 11, the internally threaded sleeve 4 between adjacent two pieces of connecting plates 5 is provided with two layers,
The internally threaded sleeve 4 on upper layer is threaded with transverse steel 16, upper transverse steel 16 be located at 15 top of longitudinal reinforcement and with
The binding of longitudinal reinforcement 15 is integrated, and the internally threaded sleeve 4 of lower layer is threaded with lower transverse steel 17, transverse direction under a row in left side
The right end of reinforcing bar 17 is contacted with the left side of lower-layer concrete 14, and the left end of transverse steel 17 is and lower layer under a row on right side
The right edge of concrete 14 contacts.
Each pour open-work 12 be it is run-track shaped, each pour and be equipped with two longitudinal reinforcements 15 in open-work 12.First
The adjusting that flatness is carried out to laminated floor slab, turns carrying bolt 9 using spanner, branch is adjusted by the height of carrying bolt 9
The height of fagging 10, to finely tune the flatness of laminated floor slab, then by the both ends of I-steel 11 respectively with adjacent connecting plate 5
It is welded as a whole, can then carry out pouring upper layer concrete after 14 surface pipeline installation of lower-layer concrete, by longitudinal reinforcement
15, lower transverse steel 17, upper transverse steel 16 and I-steel 11 are all cast in the height of inner support plate 10.It pours and completes and make
After the concrete setting of upper layer, supporting and regulating device 3 is removed, and connecting sleeve is blocked.
The present invention by I-steel 11 be embedded in left steel concrete assembled wall 1, the connecting plate 5 in right steel concrete assembled wall 2
The upper transverse steel 16 and lower transverse steel 17 for welding and being threadedly attached in internally threaded sleeve 4 are cast in layer concrete
Interior dual reinforcement by connection mode.So that it is guaranteed that the reliability and stability connected between floor and steel concrete assembled wall.
Connecting plate 5, internally threaded sleeve 4 and connecting sleeve are just pre- according to design drawing when factory makes steel concrete compound tube
In being embedded in.Lower-layer concrete 14, horizontal mesh reinforcement 13 and I-steel 11 pour the I-steel laminated floor slab 6 being formed by connecting also in work
Factory's production.
The present embodiment not makes any form of restriction shape of the invention, material, structure etc., all according to this hair
Bright technical spirit any simple modification, equivalent change and modification to the above embodiments, belong to the technology of the present invention side
The protection scope of case.
Claims (4)
1. assembled I-steel laminated floor slab mounting structure, it is characterised in that: including vertical itself and left steel concrete group disposed in parallel
Wall and right steel concrete assembled wall are closed, is all provided on sustained height on the right side of left steel concrete assembled wall with right steel concrete assembled wall left side
At least two supporting and regulating devices are equipped with, several pieces of connections are embedded with inside left steel concrete assembled wall and right steel concrete assembled wall
Plate and several internally threaded sleeves, the connecting plate on sustained height are evenly arranged along the longitudinal direction, and internally threaded sleeve is located at
Between two pieces of adjacent connecting plates of sustained height, the right end of left steel concrete faced wall intracorporal connecting plate right side and internally threaded sleeve
It is flushed with left steel concrete assembled wall right lateral surface, a left side for right steel concrete faced wall intracorporal connecting plate left side and internally threaded sleeve
End is flushed with right steel concrete assembled wall left-hand face, I-steel laminated floor slab left side and right side be separately positioned on left side and
The supporting and regulating device upper end on right side.
2. assembled I-steel laminated floor slab mounting structure according to claim 1, it is characterised in that: all support tune
The structure of regulating device is all the same, and a supporting and regulating device on the right side of left steel concrete assembled wall includes being embedded in left steel concrete faced wall
Intracorporal two connecting sleeves, two connecting sleeves arrange that two connecting sleeves pass through a connection and have been bolted up and down
The braced frame of right side opening, braced frame screw top are connected with a carrying bolt, and the head of carrying bolt is located at support
Above frame, ipsilateral level row carrying bolt upper end is provided with one piece of cross section for the support plate of L-type, in braced frame
There is gap together between left steel concrete assembled wall right side, the left-hand portion of support plate is in the gap on the left of portion.
3. assembled I-steel laminated floor slab mounting structure according to claim 2, it is characterised in that: I-steel overlaps building
Plate includes the number I-steel equal with connecting plate, and all I-steel are horizontally disposed in left-right direction, every I-steel
Both ends are corresponding simultaneously with one piece of connecting plate on the left of the one piece of connecting plate and right steel concrete assembled wall on the right side of left steel concrete assembled wall
It contacts, is spaced apart along its length on the web of I-steel and pours open-work equipped with several, the lower part of I-steel is equipped with and pours
The level horizontal mesh reinforcement in open-work bottom is built, lower-layer concrete, the left and right of lower-layer concrete have been poured outside horizontal mesh reinforcement
Two sides are respectively apart from left steel concrete assembled wall and right steel concrete assembled wall 10-50cm, the left and right sides bottom of lower-layer concrete
It is supported in the support plate of left and right side, pours and be provided with several longitudinal steel at the top of open-work at same height along the longitudinal direction
Muscle, longitudinal reinforcement pass through and pour open-work and be welded as a whole with I-steel, the internally threaded sleeve between adjacent two pieces of connecting plates
It is provided with two layers, the internally threaded sleeve on upper layer is threaded with transverse steel, and upper transverse steel is located above longitudinal reinforcement
And be integrated with longitudinal reinforcement binding, the internally threaded sleeve of lower layer is threaded with lower transverse steel, transverse direction under a row in left side
The right end of reinforcing bar is contacted with the left side of lower-layer concrete, and the left end of transverse steel is and lower-layer concrete under a row on right side
Right edge contact.
4. assembled I-steel laminated floor slab mounting structure according to claim 3, it is characterised in that: each pour open-work
Be it is run-track shaped, each pour and be equipped with two longitudinal reinforcements in open-work.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910278355.XA CN109972730A (en) | 2019-04-09 | 2019-04-09 | Assembled I-steel laminated floor slab mounting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910278355.XA CN109972730A (en) | 2019-04-09 | 2019-04-09 | Assembled I-steel laminated floor slab mounting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109972730A true CN109972730A (en) | 2019-07-05 |
Family
ID=67083534
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910278355.XA Pending CN109972730A (en) | 2019-04-09 | 2019-04-09 | Assembled I-steel laminated floor slab mounting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109972730A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110397156A (en) * | 2019-07-25 | 2019-11-01 | 温州林嘉建筑有限公司 | A kind of Prefabricated reinforced concrete is whole to pour building structure and construction method |
| CN112482612A (en) * | 2020-11-20 | 2021-03-12 | 哈尔滨学院 | Assembled steel construction wallboard connecting device |
| CN113006268A (en) * | 2021-03-02 | 2021-06-22 | 惠州城际工程咨询有限公司 | Prefabricated building laminated slab mounting structure and construction method thereof |
| CN115341650A (en) * | 2022-07-13 | 2022-11-15 | 江苏非凡重工有限公司 | Assembled house floor board and shear wall corner steel construction |
-
2019
- 2019-04-09 CN CN201910278355.XA patent/CN109972730A/en active Pending
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110397156A (en) * | 2019-07-25 | 2019-11-01 | 温州林嘉建筑有限公司 | A kind of Prefabricated reinforced concrete is whole to pour building structure and construction method |
| CN112482612A (en) * | 2020-11-20 | 2021-03-12 | 哈尔滨学院 | Assembled steel construction wallboard connecting device |
| CN113006268A (en) * | 2021-03-02 | 2021-06-22 | 惠州城际工程咨询有限公司 | Prefabricated building laminated slab mounting structure and construction method thereof |
| CN115341650A (en) * | 2022-07-13 | 2022-11-15 | 江苏非凡重工有限公司 | Assembled house floor board and shear wall corner steel construction |
| CN115341650B (en) * | 2022-07-13 | 2023-10-27 | 江苏非凡重工有限公司 | Assembled residential floor board and shear wall corner steel structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109972730A (en) | Assembled I-steel laminated floor slab mounting structure | |
| CN106677049B (en) | Assembled steel-concrete combined structure bridge and construction method | |
| CN203097016U (en) | Assembled-type concrete frame shear wall structure | |
| CN106149540A (en) | Assembling steel plate composite beam bridge and construction method thereof based on steel reinforced concrete combined bridge deck | |
| CN208473116U (en) | A kind of partial precast assembly steel reinforced concrete holes in soffit beam | |
| CN203320738U (en) | Assembled concrete frame-shear wall structure | |
| CN106958186B (en) | The construction method of bridge floor body, bridge and bridge | |
| CN206418384U (en) | A kind of few girder composite beam bridge of use Prefabricated composite floorings | |
| CN106948472A (en) | A kind of Light-weight Steel Structures and its construction method | |
| CN104806011B (en) | Raft board post poured band formwork for placing | |
| CN205894291U (en) | Assemble integral precast prestressed reinforced concrete roof beam and frame support connnection structure | |
| CN208441138U (en) | Integrated assembled piping lane based on composite bottom board | |
| CN110258789A (en) | A kind of beam-column connection and its construction method that energy consumption rod iron is replaceable | |
| CN108867860A (en) | A kind of precast reinforced concrete beam plate body system and prefabricated rod structure entirety assembling constructing method | |
| CN205821975U (en) | A kind of assembling steel plate composite beam bridge based on bolted steel reinforced concrete combined bridge deck | |
| CN208668596U (en) | A kind of reinforced concrete girder slab system and prefabricated post assembly node | |
| CN109469204A (en) | Assembled steel reinforced concrete combination frame structure and construction method based on composite beam | |
| CN105821962A (en) | Assembled integrated connection structure for prefabricated prestressed reinforced concrete beam and frame columns | |
| CN207469550U (en) | A kind of across wall balcony slab of assembled | |
| CN105625573A (en) | Beam-bottom medium-strength prestressed steel bar and ordinary steel bar sleeve connecting beam-column joint | |
| CN205591349U (en) | Strong prestressing tendons's precast concrete beam post node in adoption | |
| CN210975382U (en) | Prefabricated plate rail structure for urban rail transit overhead line | |
| CN105696453A (en) | Steel-concrete composite beam | |
| CN212866938U (en) | Leveling structure of prefabricated wall body | |
| CN209637142U (en) | Steel concrete combines the light-duty assembled stair of flat underside |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |