CN208981594U - A kind of connection structure between assembled floor - Google Patents
A kind of connection structure between assembled floor Download PDFInfo
- Publication number
- CN208981594U CN208981594U CN201821737466.XU CN201821737466U CN208981594U CN 208981594 U CN208981594 U CN 208981594U CN 201821737466 U CN201821737466 U CN 201821737466U CN 208981594 U CN208981594 U CN 208981594U
- Authority
- CN
- China
- Prior art keywords
- flute profile
- adjacent
- rectangular prismatoid
- prismatoid
- connection structure
- 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.)
- Expired - Fee Related
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses the connection structure between a kind of assembled floor, including multiple groups precast floor slab, abutting end between contiguous prefabricated floor is equipped with the interconnecting piece that will be horizontally connected to one another, the interconnecting piece includes rectangular prismatoid, flute profile bolt, round steel, the rectangular prismatoid upper bottom surface precast floor slab end integrated molding connection, and adjacent rectangular prismatoid bottom surface is bonded.The utility model uses the connection type of flute profile bolt and flute profile preformed hole, is not necessarily to assembling reinforcement, and construction site need to only tighten bolt, it is often more important that so that field operation installation is more convenient, facilitates commander and management, improves installation speed.
Description
Technical field
Connection structure the utility model relates to building engineering field, between specifically a kind of assembled floor.
Background technique
Fabricated construction building is a kind of current novel architecture construction mode, is prefabricated various in advance in the factory
Beam, column, board member, it is directly assembled at the construction field (site) to complete, have batch production degree high, speed of application is fast, and it is small by seasonal effect,
Be conducive to housing industrialization, and in fabricated construction building, floor is wherein important component part, in vertical uniform load q
Under, to meet the requirement of bearing capacity and vertical rigidity.The junction of floor plays very big effect, and the company of cast-in-situ floor at present
The wet operation largely used is connect, and dry type connection can then make construction more convenient and quick.In consideration of it, this case utility model
People, which carries out the above problem, to be furtherd investigate, and has this case generation then.
Utility model content
The purpose of this utility model is to provide the connection structures between a kind of assembled floor, to solve above-mentioned background technique
The problem of middle proposition.
In order to solve the above-mentioned technical problem, the technical solution adopted in the utility model is:
A kind of connection structure between assembled floor, including multiple groups precast floor slab, the abutting end between contiguous prefabricated floor are equal
Equipped with the interconnecting piece that will be horizontally connected to one another, the interconnecting piece includes rectangular prismatoid, flute profile bolt, round steel, the right angle ladder
The connection of body upper bottom surface precast floor slab end integrated molding, and adjacent rectangular prismatoid bottom surface is bonded, the right-angled trapezium
The right angle waist of body offers the reserved groove along its thickness direction, two reserved inside grooves phases in adjacent rectangular prismatoid
It is logical, and the reserved inside grooves in rectangular prismatoid are provided tiltedly with and sequentially pass through its ontology and rectangular prismatoid adjacent thereto
Flute profile preformed hole, and extend respectively on the oblique girdle plane of rectangular prismatoid adjacent thereto, and use the flute profile bolt
It is inserted into inside flute profile preformed hole, and is tightened with nut, it is axial that the non-adjacent sidewall symmetry of adjacent reserved inside grooves is equipped with multiple groups
The jack vertical with its thickness direction, the round steel has more, and the both ends of every round steel are inserted into respectively in every group of jack.
Further, the reserved groove is reinforced for cast-in-place concrete.
Further, the round steel is gap-matched with jack.
Further, the flute profile preformed hole between the adjacent rectangular prismatoid interlocks branch.
The beneficial effects of the utility model are:
The utility model provides the connection structure between a kind of assembled floor, and which obviate the defects of wet type connection.Using
The connection type of flute profile bolt and flute profile preformed hole, is not necessarily to assembling reinforcement, and construction site need to only tighten bolt, it is often more important that
So that field operation installation is more convenient, facilitates commander and management, improve installation speed.Pass through teeming Concrete Filled building
Plate reserves construction space caused by groove, enhances bonding strength.
Detailed description of the invention
Utility model will be further described in detail below with reference to the attached drawings and specific embodiments.
Fig. 1 is the decomposition diagram of the utility model.
Fig. 2 is the combination diagram of the utility model.
Fig. 3 is the status diagram that cast-in-place concrete filling floor reserves groove.
Fig. 4 is the structural schematic diagram of flute profile bolt.
Fig. 5 is the axial, cross-sectional view of flute profile preformed hole.
Fig. 6 is the assembled state partial top view of the utility model.
In figure: 1, precast floor slab, 2, rectangular prismatoid, 3, flute profile bolt, 4, round steel, 5, reserved groove, 6, flute profile it is reserved
Hole, 7, nut, 8, jack, 9, cast-in-place concrete.
Specific embodiment
The technical solution of the utility model is clearly and completely described below in conjunction with attached drawing, it is clear that described
Embodiment is the utility model a part of the embodiment, instead of all the embodiments.Based on the embodiments of the present invention, originally
Field those of ordinary skill every other embodiment obtained without making creative work belongs to practical
Novel protected range.
As shown in figs. 1 to 6, the utility model provides the connection structure between a kind of assembled floor, including the prefabricated building of multiple groups
Plate 1, the abutting end between contiguous prefabricated floor 1 are equipped with the interconnecting piece that will be horizontally connected to one another, and the interconnecting piece includes right angle ladder
Body 2, flute profile bolt 3, round steel 4,1 upper bottom surface precast floor slab end integrated molding of the rectangular prismatoid connection, and it is adjacent
The fitting of 2 bottom surface of rectangular prismatoid, the right angle waist of the rectangular prismatoid 2 offer the reserved groove 5 along its thickness direction,
It is communicated inside two reserved grooves 5 in adjacent rectangular prismatoid 2, and the reserved inside grooves inclination in rectangular prismatoid 2 is set
There is the flute profile preformed hole 6 for sequentially passing through its ontology and rectangular prismatoid 2 adjacent thereto, and extends respectively to adjacent thereto
On the oblique girdle plane of rectangular prismatoid 2, and it is inserted into inside flute profile preformed hole 6 using the flute profile bolt 3, and tightened with nut 7,
Non-adjacent sidewall symmetry inside adjacent reserved groove 5 is equipped with the axial jack 8 vertical with its thickness direction of multiple groups, the round steel
4 have more, and the both ends of every round steel 4 are inserted into respectively in every group of jack 8.
The reserved groove 5 is reinforced for cast-in-place concrete 9.
The round steel 4 is gap-matched with jack 8.
Flute profile preformed hole 6 between adjacent rectangular prismatoid 2 interlocks branch.
Comprehensive the technical solution of the utility model, which obviate the defects of wet type connection.Using flute profile bolt and flute profile
The connection type of preformed hole, is not necessarily to assembling reinforcement, and construction site need to only tighten bolt, it is often more important that so that field operation is installed
It is more convenient, facilitate commander and management, improves installation speed.It is reserved produced by groove by teeming Concrete Filled floor
Construction space, enhance bonding strength.
Above-described the utility model embodiment does not constitute the restriction to scope of protection of the utility model, any
Modifications, equivalent substitutions and improvements made within spirit of the present utility model and principle etc., should be included in the utility model
Claims within.
Claims (4)
1. the connection structure between a kind of assembled floor, which is characterized in that including multiple groups precast floor slab, between contiguous prefabricated floor
Abutting end is equipped with the interconnecting piece that will be horizontally connected to one another, and the interconnecting piece includes rectangular prismatoid, flute profile bolt, round steel, institute
The connection of rectangular prismatoid upper bottom surface precast floor slab end integrated molding is stated, and adjacent rectangular prismatoid bottom surface is bonded, it is described
The right angle waist of rectangular prismatoid offers the reserved groove along its thickness direction, two in adjacent rectangular prismatoid reserve it is recessed
It is communicated inside slot, and the reserved inside grooves in rectangular prismatoid are provided tiltedly with and sequentially pass through its ontology and adjacent thereto straight
The flute profile preformed hole of angle prismatoid, and extend respectively on the oblique girdle plane of rectangular prismatoid adjacent thereto, and using described
Flute profile bolt is inserted into inside flute profile preformed hole, and is tightened with nut, and the non-adjacent sidewall symmetry of adjacent reserved inside grooves is equipped with
The axial jack vertical with its thickness direction of multiple groups, the round steel has more, and the both ends of every round steel are inserted into every group respectively and are inserted
Kong Zhong.
2. the connection structure between assembled floor according to claim 1, which is characterized in that the reserved groove is for existing
Pouring concrete is reinforced.
3. the connection structure between assembled floor according to claim 1, which is characterized in that the round steel and jack use
Clearance fit.
4. the connection structure between assembled floor according to claim 1, which is characterized in that the adjacent rectangular prismatoid
Between flute profile preformed hole interlock branch.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201821737466.XU CN208981594U (en) | 2018-10-25 | 2018-10-25 | A kind of connection structure between assembled floor |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201821737466.XU CN208981594U (en) | 2018-10-25 | 2018-10-25 | A kind of connection structure between assembled floor |
Publications (1)
Publication Number | Publication Date |
---|---|
CN208981594U true CN208981594U (en) | 2019-06-14 |
Family
ID=66788990
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201821737466.XU Expired - Fee Related CN208981594U (en) | 2018-10-25 | 2018-10-25 | A kind of connection structure between assembled floor |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN208981594U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109162396A (en) * | 2018-10-25 | 2019-01-08 | 安徽建筑大学 | A kind of connection structure between assembled floor |
CN113235385A (en) * | 2021-03-27 | 2021-08-10 | 天津市泽琪水泥构件有限公司 | Assembled hollow slab beam |
-
2018
- 2018-10-25 CN CN201821737466.XU patent/CN208981594U/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109162396A (en) * | 2018-10-25 | 2019-01-08 | 安徽建筑大学 | A kind of connection structure between assembled floor |
CN113235385A (en) * | 2021-03-27 | 2021-08-10 | 天津市泽琪水泥构件有限公司 | Assembled hollow slab beam |
CN113235385B (en) * | 2021-03-27 | 2022-02-18 | 天津市泽琪水泥构件有限公司 | Assembled hollow slab beam |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN108331158B (en) | On-site connection method of prefabricated reinforced concrete beam column | |
CN209040284U (en) | A kind of beams of concrete column connected node assembled using high-strength bolt | |
CN208981594U (en) | A kind of connection structure between assembled floor | |
CN109162350A (en) | A kind of connecting node of assembly concrete beam column | |
CN204370562U (en) | A kind of frame structure, frame structure body | |
CN212427508U (en) | Dry-type connected node of assembled concrete beam column | |
CN203603261U (en) | Connecting structure for balcony slab and superposed beam | |
CN109162351A (en) | A kind of beams of concrete column connected node assembled using high-strength bolt | |
CN204983396U (en) | Bamboo - aerated concrete combination beam | |
CN111809729A (en) | Dry-type connected node of assembled concrete beam column | |
CN111608316A (en) | Light steel floor structure of prefabricated building | |
CN111622382A (en) | Vertical connection structure of assembled hollow shear wall | |
CN208088563U (en) | A kind of assembled compound shear wall and its with girder steel, the connecting structure of floor | |
CN109162396A (en) | A kind of connection structure between assembled floor | |
CN209040283U (en) | A kind of connecting node of assembly concrete beam column | |
CN108193800A (en) | A kind of assembled compound shear wall and its with girder steel, the connecting structure of floor | |
CN203546908U (en) | Assembly type building wall beam stable connection structure | |
CN210767437U (en) | Assembled light floor | |
CN103498512B (en) | A kind of assembled architecture wall beam stablizes syndeton | |
CN112267594A (en) | Connecting structure of prefabricated shear wall and assembled inner wall plate | |
CN105239666A (en) | Assembled type bamboo-aerated concrete combined structure and manufacturing method | |
CN216380178U (en) | High-strength precast concrete composite floor slab | |
CN205712826U (en) | A kind of damping precast stair | |
CN216076287U (en) | Combined reinforcing assembly for shear wall | |
CN211229117U (en) | Assembled composite floor and node structure |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
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: 20190614 Termination date: 20211025 |