CN207260394U - A kind of through ribbed prefabricated one-way slabs entirely - Google Patents
A kind of through ribbed prefabricated one-way slabs entirely Download PDFInfo
- Publication number
- CN207260394U CN207260394U CN201721282487.2U CN201721282487U CN207260394U CN 207260394 U CN207260394 U CN 207260394U CN 201721282487 U CN201721282487 U CN 201721282487U CN 207260394 U CN207260394 U CN 207260394U
- Authority
- CN
- China
- Prior art keywords
- pvc pipe
- buried
- plate
- prefabricated board
- prefabricated
- 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
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
Prefabricated assembled concrete structural construction field is the utility model is related to, is specially a kind of through ribbed prefabricated one-way slabs entirely.The structure is two part docking compositions of pre-buried pvc pipe prefabricated board and pre-buried pvc pipe superimposed sheet, in lower the layer arrangement Reinforcement and horizontal distribution reinforcing bar of pre-buried pvc pipe prefabricated board, the upper layer arrangement distributing bar of pre-buried pvc pipe prefabricated board；It is embedded with pvc pipe in plate at the central axes of pre-buried pvc pipe prefabricated board, pvc pipe runs through pre-buried pvc pipe prefabricated board in plate, vertically connects grouting pvc pipe entrance at the Single port of pvc pipe in plate, pre-buried pvc pipe prefabricated board is formed by pouring into a mould concrete；Pre-buried pvc pipe superimposed sheet concrete structure is roughly the same with No.1 prefabricated board, and pvc pipe outlet of being only in the milk is set in the opposite side of pre-buried pvc pipe superimposed sheet.The utility model assembly concrete floor uses full prefabricated concrete floor, and compared with assembly concrete superimposed sheet floor and cast-in-place concrete floor, wet construction amount greatly reduces.
Description
Technical field
Prefabricated assembled concrete structural construction field is the utility model is related to, is specially that a kind of through ribbed is complete prefabricated unidirectional
Plate.
Background technology
Prefabricated concrete structure has the advantages that fast speed of application, energy conservation and environmental protection, on-site wet operation amount are small, exists in recent years
The country is grown rapidly.Floor is the important composition component of prefabricated concrete structure.At present in assembly concrete knot
In structure, the floor of use is generally superimposed sheet, i.e., half is prefabricated, half cast-in-place, although the wet construction amount of this floor is compared with cast-in-situ floor
It is few but also very big.Before superimposed sheet, prefabricated concrete structure, using full prefabricated concrete floor, although cast-in-place amount
Seldom, but because of globality poor, gradually banned.For this reason, the utility model provides a kind of complete prefabricated dress of new good integrity
With formula concrete building harden structure and assembly method.
Utility model content
The purpose of this utility model is to provide a kind of full-prefabricated assembled concrete floor construction, realizes various full prefabricated boards
Making and full prefabricated board between connection, with meet actual design with construction in needs.
The technical solution of the utility model：
Prefabricated one-way slabs, the structure are two portions of pre-buried pvc pipe prefabricated board and pre-buried pvc pipe superimposed sheet to a kind of through ribbed entirely
Divide docking composition, wherein：
(1) pre-buried pvc pipe prefabricated board
In lower the layer arrangement Reinforcement and horizontal distribution reinforcing bar of pre-buried pvc pipe prefabricated board, pre-buried pvc pipe prefabricated board
Upper layer arrangement distributing bar；Pvc pipe in plate is embedded with the central axes of pre-buried pvc pipe prefabricated board, pvc pipe is through pre-buried in plate
Pvc pipe prefabricated board, grouting pvc pipe entrance is vertically connected in plate at the Single port of pvc pipe, by pour into a mould concrete formed it is pre-buried
Pvc pipe prefabricated board；
(2) pre-buried pvc pipe superimposed sheet
In lower the layer arrangement Reinforcement and horizontal distribution reinforcing bar of pre-buried pvc pipe superimposed sheet, pre-buried pvc pipe superimposed sheet
Upper layer arrangement distributing bar；Pvc pipe in plate is embedded with the central axes of pre-buried pvc pipe superimposed sheet, pvc pipe is through pre-buried in plate
Pvc pipe superimposed sheet, the outlet of grouting pvc pipe is vertically connected in plate at the Single port of pvc pipe, by pour into a mould concrete formed it is pre-buried
Pvc pipe superimposed sheet.
The through ribbed prefabricated one-way slabs entirely, grouting pvc pipe entrance bottom and PVC in the plate of pre-buried pvc pipe prefabricated board
Pipe penetrates through.
Prefabricated one-way slabs, grouting pvc pipe export bottom and PVC in the plate of pre-buried pvc pipe superimposed sheet to the through ribbed entirely
Pipe penetrates through.
Prefabricated one-way slabs, insertion connection reinforcing bar pvc pipe out of pre-buried pvc pipe prefabricated board plate are inserted into the through ribbed entirely
In the plate of pre-buried pvc pipe superimposed sheet in pvc pipe, the both ends of insertion connection reinforcing bar are respectively at the non-stitching portion end of pvc pipe in plate
Mouthful, reinforcing bar and grouting material are connected by the insertion in pvc pipe in plate between pre-buried pvc pipe prefabricated board and pre-buried pvc pipe superimposed sheet
Connection.
The advantages of the utility model and beneficial effect are：
1st, the utility model assembly concrete floor uses full prefabricated concrete floor, with assembly concrete superimposed sheet
Floor is compared with cast-in-place concrete floor, and wet construction amount greatly reduces.
2nd, the full prefabricated concrete floor of the utility model, because changing the structure of original prefabricated board, the company between plate and plate
Connect more reliable, globality is more preferable, fully meets requirement of engineering.
3rd, the utility model is high with assembly rate, the assembly concrete such as energy conservation and environmental protection, the requirement for meeting Green Architectural Development
The advantages of structure.
Brief description of the drawings
Fig. 1 is the graphics of No.1 prefabricated board arrangement of reinforcement and pvc pipe grout hole.
Fig. 2 is the graphics of No.1 prefabricated board.
Fig. 3 is the graphics of No. two superimposed sheet arrangements of reinforcement and pvc pipe grout hole.
Fig. 4 is the graphics of No. two superimposed sheets.
Fig. 5 is No.1 prefabricated board and the graphics of No. two superimposed sheet splicings.
The graphics that Fig. 6 is No.1 prefabricated board and No. two superimposed sheet splicings are completed.
In figure, 1 distributing bar；2 Reinforcements；3 horizontal distribution reinforcing bars；4 grouting pvc pipe entrances；Pvc pipe in 5 plates；
6 No.1 prefabricated boards；7 grouting pvc pipe outlets；8 No. two superimposed sheets；9 insertion connection reinforcing bars.
Embodiment：
As shown in figs 1 to 6, the utility model through ribbed prefabricated one-way slabs entirely, mainly includes：Pre-buried pvc pipe prefabricated board
Two parts of (Fig. 2) and pre-buried pvc pipe superimposed sheet (Fig. 4) form.
(1) as Figure 1-Figure 2, No.1 prefabricated board (pre-buried pvc pipe prefabricated board) concrete structure is as follows：
On lower the layer arrangement Reinforcement 2 and horizontal distribution reinforcing bar 3 of No.1 prefabricated board 6, the upper strata of No.1 prefabricated board 6
Arrange distributing bar 1；Pvc pipe 5 in plate are embedded with the central axes of No.1 prefabricated board 6, pvc pipe 5 runs through No.1 prefabricated board in plate
6, grouting pvc pipe entrance 4 is vertically connected in plate at the Single port of pvc pipe 5, No.1 prefabricated board 6 is formed by pouring into a mould concrete.
Wherein, distributing bar 1, Reinforcement 2, horizontal distribution reinforcing bar 3 are determined according to practical engineering calculation, calculating side
The same Bars In Poured Concrete Slab of method, 4 bottom of grouting pvc pipe entrance are penetrated through with pvc pipe in plate 5.
(2) as Figure 3-Figure 4, No. two superimposed sheet (pre-buried pvc pipe superimposed sheet) concrete structures are as follows：
On lower the layer arrangement Reinforcement 2 and horizontal distribution reinforcing bar 3 of No. two superimposed sheets 8, the upper strata of No. two superimposed sheets 8
Arrange distributing bar 1；Pvc pipe 5 in plate are embedded with the central axes of No. two superimposed sheets 8, pvc pipe 5 runs through No. two superimposed sheets in plate
8, grouting pvc pipe outlet 7 is vertically connected in plate at the Single port of pvc pipe 5, No. two superimposed sheets 8 are formed by pouring into a mould concrete.
Wherein, distributing bar 1, Reinforcement 2, horizontal distribution reinforcing bar 3 are determined according to practical engineering calculation, calculating side
The same Bars In Poured Concrete Slab of method, grouting pvc pipe export 7 bottoms and are penetrated through with pvc pipe in plate 5.
No. two superimposed sheet concrete structures are roughly the same with No.1 prefabricated board, and pvc pipe outlet 7 of being only in the milk is in No. two superimposed sheets 8
Opposite side set.
(3) as shown in Fig. 5-Fig. 6, the connection between No.1 prefabricated board 6 and No. two superimposed sheets 8, its connection structure and method
It is as follows：
No.1 prefabricated board 6 and No. two superimposed sheets 8 are placed at identical height level, No.1 prefabricated board 6 and No. two superimposed sheets 8
Side bottom edge line connect, pvc pipe 5 is in the same horizontal position in the plate of No.1 prefabricated board 6 and No. two superimposed sheets 8, and tightly
Contiguity is touched, and the grouting pvc pipe outlet 7 of the grouting pvc pipe entrance 4 of No.1 prefabricated board 6 and No. two superimposed sheets 8 is pre- positioned at No.1 respectively
Making sheet 6 and the outside of No. two superimposed sheets 8；The insertion connection pvc pipe 5 out of No.1 prefabricated board 6 plate of reinforcing bar 9 is inserted into No. two overlappings
In the plate of plate 8 in pvc pipe 5, the port of the non-stitching portion of pvc pipe 5 in plugging plate, and by stitching portion encapsulation process, successively from filling
Slurry pvc pipe entrance 4 pours into grouting material, until grouting material is overflowed from grouting pvc pipe outlet 7, completes No.1 prefabricated board 6 and No. two folded
Connection between plywood 8.
Example result of implementation shows, the assembly concrete of the utility model prefabricated one-way slabs entirely, easy for installation, wet construction
Very little is measured, assembly rate is high, and the connection between energy conservation and environmental protection, plate and plate is more reliable, good integrity, fully meets engineering design and applies
Work needs, and meets Green Architectural Development requirement etc., future in engineering applications is wide.
Claims (4)
1. a kind of through ribbed prefabricated one-way slabs entirely, it is characterised in that the structure is folded for pre-buried pvc pipe prefabricated board and pre-buried pvc pipe
Two part docking compositions of plywood, wherein：
(1) pre-buried pvc pipe prefabricated board
In lower the layer arrangement Reinforcement and horizontal distribution reinforcing bar of pre-buried pvc pipe prefabricated board, pre-buried pvc pipe prefabricated board it is upper
Layer arrangement distributing bar；Pvc pipe in plate is embedded with the central axes of pre-buried pvc pipe prefabricated board, pvc pipe runs through pre-buried PVC in plate
Pipe prefabricated board, grouting pvc pipe entrance is vertically connected in plate, pre-buried pvc pipe is formed by pouring into a mould concrete at the Single port of pvc pipe
Prefabricated board；
(2) pre-buried pvc pipe superimposed sheet
In lower the layer arrangement Reinforcement and horizontal distribution reinforcing bar of pre-buried pvc pipe superimposed sheet, pre-buried pvc pipe superimposed sheet it is upper
Layer arrangement distributing bar；Pvc pipe in plate is embedded with the central axes of pre-buried pvc pipe superimposed sheet, pvc pipe runs through pre-buried PVC in plate
Pipe superimposed sheet, the outlet of grouting pvc pipe is vertically connected in plate, pre-buried pvc pipe is formed by pouring into a mould concrete at the Single port of pvc pipe
Superimposed sheet.
2. through ribbed described in accordance with the claim 1 prefabricated one-way slabs entirely, it is characterised in that grouting pvc pipe entrance bottom with it is pre-
Pvc pipe in the plate of pvc pipe prefabricated board is buried to penetrate through.
3. through ribbed described in accordance with the claim 1 prefabricated one-way slabs entirely, it is characterised in that grouting pvc pipe outlet bottom with it is pre-
Pvc pipe in the plate of pvc pipe superimposed sheet is buried to penetrate through.
4. through ribbed described in accordance with the claim 1 prefabricated one-way slabs entirely, it is characterised in that insertion connection reinforcing bar is from pre-buried PVC
Pvc pipe is inserted into the plate of pre-buried pvc pipe superimposed sheet in pvc pipe in the plate of pipe prefabricated board, and the both ends of insertion connection reinforcing bar are located respectively
In the non-stitching portion port of pvc pipe in plate, by pvc pipe in plate between pre-buried pvc pipe prefabricated board and pre-buried pvc pipe superimposed sheet
Insertion connection reinforcing bar connected with grouting material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721282487.2U CN207260394U (en) | 2017-09-30 | 2017-09-30 | A kind of through ribbed prefabricated one-way slabs entirely |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721282487.2U CN207260394U (en) | 2017-09-30 | 2017-09-30 | A kind of through ribbed prefabricated one-way slabs entirely |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207260394U true CN207260394U (en) | 2018-04-20 |
Family
ID=61916151
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721282487.2U Expired - Fee Related CN207260394U (en) | 2017-09-30 | 2017-09-30 | A kind of through ribbed prefabricated one-way slabs entirely |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207260394U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107700749A (en) * | 2017-09-30 | 2018-02-16 | 沈阳建筑大学 | The structure and assembly method of through ribbed prefabricated one-way slabs entirely |
-
2017
- 2017-09-30 CN CN201721282487.2U patent/CN207260394U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107700749A (en) * | 2017-09-30 | 2018-02-16 | 沈阳建筑大学 | The structure and assembly method of through ribbed prefabricated one-way slabs entirely |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106381923A (en) | Multilayer architectural structure adopting prefabricated panel and construction method thereof | |
| CN106968381A (en) | With the prefabricated shear wall and overlapping plate node of Combined grouting sleeve connection | |
| CN206956959U (en) | Light composite heat insulation outer wall plate | |
| CN108316522A (en) | The prefabricated double board wall units of one kind, assembly concrete shear wall and preparation method thereof | |
| CN108385857B (en) | A kind of precast prestressed connecting structure of wall of abnormity and assembly method | |
| CN107700749A (en) | The structure and assembly method of through ribbed prefabricated one-way slabs entirely | |
| CN107152036A (en) | A kind of pipe gallery and its construction method | |
| CN103343583A (en) | Novel block wall body system and construction method thereof | |
| CN106592630B (en) | It is cast-in-place with the prefabricated comprehensive pipe gallery structure and its construction method combined | |
| CN107761759A (en) | A kind of L-type concrete guard wall | |
| CN206015953U (en) | Honeycomb structure blockwork | |
| CN207260394U (en) | A kind of through ribbed prefabricated one-way slabs entirely | |
| CN207919759U (en) | A kind of precast prestressed connecting structure of wall of abnormity | |
| CN202482889U (en) | Underground diaphragm wall of interlocked prefabricated pile | |
| CN215106098U (en) | Prefabricated post connection structure | |
| CN203296208U (en) | Pouring hole non-mortar reinforcing bar building block brickwork shear wall | |
| CN205669211U (en) | A kind of prefabricated Gravity Retaining Wall | |
| CN108018972A (en) | Full precast floor slab and laminated floor slab combining structure, making and assembly method | |
| CN208347063U (en) | The prefabricated double board wall units of one kind, shear-wall element and assembly concrete shear wall | |
| CN206873734U (en) | With the prefabricated shear wall and overlapping plate node of Combined grouting sleeve connection | |
| CN103243913B (en) | The method for blocking of fabricated shear wall architectural lower floor junction grout blanket | |
| CN207122021U (en) | Assembled bolt connection concrete-filled steel tube shear wall | |
| CN205954967U (en) | A superimposed sheet for green building | |
| CN205917862U (en) | Connected node on basis | |
| CN108571068A (en) | The insertion of steel fabric sheet cross section carries out high-strength concrete pouring construction engineering method |
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: 20180420 Termination date: 20180930 |