CN206360203U - A kind of high strength cast iron concrete prefabricated parts - Google Patents
A kind of high strength cast iron concrete prefabricated parts Download PDFInfo
- Publication number
- CN206360203U CN206360203U CN201720021835.4U CN201720021835U CN206360203U CN 206360203 U CN206360203 U CN 206360203U CN 201720021835 U CN201720021835 U CN 201720021835U CN 206360203 U CN206360203 U CN 206360203U
- Authority
- CN
- China
- Prior art keywords
- bottom plate
- reinforced concrete
- rib
- concrete bottom
- steel plate
- 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
- Reinforcement Elements For Buildings (AREA)
Abstract
The utility model discloses a kind of high strength cast iron concrete prefabricated parts, including the reinforced concrete bottom plate with some longitudinal reinforcements and the longitudinal rib being arranged on reinforced concrete bottom plate, provided with top rib at the top of longitudinal rib, reinforced concrete bottom plate is respectively arranged on the left side and the right side the split steel plate that position interlocks, split steel plate can be superimposed with each other with the left side split steel plate of contiguous prefabricated component and pass through retention mechanism and reinforce on the right side of reinforced concrete bottom plate, provided with the mutual reinforcement cross rib of connection between longitudinal rib and reinforced concrete bottom plate, the bottom for strengthening cross rib and longitudinal rib is provided with the hole passed through for transverse steel, compared with prior art, the utility model on reinforced concrete bottom plate by setting split steel plate, when polylith splicing prefabricated components, adjacent two prefabricated components split steel plate is superimposed with each other and linked together through retention mechanism, strengthen piece, improve structural strength and globality, strengthen cross rib by setting simultaneously, after transverse steel passes through its cavity, further strengthen lateral stiffness, improve horizontal bending resistance.
Description
【Technical field】
The utility model is related to the technical field of building prefabricated components, particularly a kind of high strength cast iron concrete prefabricated parts.
【Background technology】
There is concrete prefabricated structural board quality easily to ensure, install convenient, profile various attractive in appearance the features such as, it can be
Plant produced concrete prefabricated structural board for building, in factory manufacture concrete prefabricated structural board when just can by window frame,
Pipeline also together makes, and can be to be mounted directly to after handling to building site on building, can greatly speed up the speed of construction,
And quality can ensure, therefore increasingly liked by architect.
Floor spiced reinforced concrete prefabricated member generally uses Prefabricated component board of ribbed reinforced concrete, in Prefabricated reinforced concrete
Component longitudinal rib bottom is provided with hole, and transverse steel passes through the hole of prefabricated components longitudinal rib bottom, and connection polylith reinforced concrete is pre-
Panels processed.Because this Prefabricated component board of ribbed reinforced concrete only opens up hole, horizontal effective depth in longitudinal rib bottom
Small, anti-bending strength difference takes reinforcing bar, it is necessary to configure a large amount of transverse steels to improve horizontal anti-bending strength.
【Utility model content】
The purpose of this utility model is exactly to solve the problems of the prior art, proposes a kind of prefabricated structure of high-strength steel-bar reinforced concrete
Part, it is possible to increase structural strength, the horizontal anti-bending strength of lifting.
To achieve the above object, the utility model proposes a kind of high strength cast iron concrete prefabricated parts, including with some
It is described provided with top rib at the top of the reinforced concrete bottom plate of longitudinal reinforcement and the longitudinal rib being arranged on the reinforced concrete bottom plate, the longitudinal rib
Reinforced concrete bottom plate is respectively arranged on the left side and the right side the split steel plate that position interlocks, and split steel plate can be with the right side of the reinforced concrete bottom plate
The left side split steel plate of contiguous prefabricated component is superimposed with each other and passes through retention mechanism reinforcing, between the longitudinal rib and reinforced concrete bottom plate
Provided with the mutual reinforcement cross rib of connection, the bottom of the reinforcement cross rib and longitudinal rib is provided with the hole passed through for transverse steel.
Preferably, the retention mechanism includes fastener and is opened in the split steel of the reinforced concrete bottom plate left and right sides
The corresponding connecting hole in position on plate, the connecting hole passes through for fastener.
Preferably, the fastener is bolt, the connecting hole is screw.
Preferably, the hole for strengthening cross rib is through the reinforcement cross rib and longitudinal rib.
Preferably, the reinforcement cross rib and longitudinal rib and the perpendicular connection of reinforced concrete bottom plate.
Preferably, the split steel plate is in one through bend reinforcement and the cast of reinforced concrete bottom plate.
The beneficial effects of the utility model：Compared with prior art, the utility model on reinforced concrete bottom plate by setting
Split steel plate, when polylith splicing prefabricated components, adjacent two prefabricated components split steel plate is superimposed with each other and connected through retention mechanism
Together, piece is strengthened, structural strength and globality is improved, while strengthening cross rib by setting, when transverse steel is passed through
Behind its cavity, further strengthen lateral stiffness, improve horizontal bending resistance.
Feature and advantage of the present utility model will be described in detail by embodiment combination accompanying drawing.
【Brief description of the drawings】
Fig. 1 is structural representation of the present utility model；
Fig. 2 is use state figure of the present utility model；
In figure：1- longitudinal reinforcements, 2- reinforced concretes bottom plate, 3- longitudinal ribs, 4- tops rib, 5- splits steel plate, 6- strengthen cross rib, 7- horizontal strokes
To reinforcing bar, 8- holes, 9- fasteners, 10- connecting holes, 11- bend reinforcements.
【Embodiment】
Refering to Fig. 1 and Fig. 2, the utility model includes the reinforced concrete bottom plate 2 with some longitudinal reinforcements 1 and is arranged on described
Longitudinal rib 3 on reinforced concrete bottom plate 2, reinforced concrete bottom plate 2 is mutually perpendicular to longitudinal rib 3, and rib 4 is pushed up in the top of longitudinal rib 3 provided with top rib 4
It is parallel to each other with reinforced concrete bottom plate 2, the reinforced concrete bottom plate 2 is respectively arranged on the left side and the right side the split steel plate 5 that position interlocks, institute
Stating the right side split steel plate 5 of reinforced concrete bottom plate 2 can be superimposed with each other with the left side split steel plate of contiguous prefabricated component and pass through fastening machine
Structure is reinforced, described to strengthen cross rib 6 and longitudinal rib 3 provided with mutual reinforcement cross rib 6 is connected between the longitudinal rib 3 and reinforced concrete bottom plate 2
Bottom be provided with the hole 8 passed through for transverse steel 7, the reinforcement cross rib 6 is in spatial vertical with longitudinal rib 3 and reinforced concrete bottom plate 2
Connection, the bottom for strengthening cross rib 6 is connected with reinforced concrete bottom plate 2, and the side for strengthening cross rib 6 is connected with longitudinal rib 3.
Specifically, the retention mechanism includes fastener 9 and is opened in the split steel of the left and right sides of reinforced concrete bottom plate 2
The corresponding connecting hole 10 in position on plate 5, the connecting hole 10 passes through for fastener 9.The fastener 9 is bolt, the company
Hole 10 is connect for screw.After multiple prefabricated components splits, corresponding split steel plate 5 is superimposed together, and bolt then with screw spiral shell
It is combined.
Specifically, the hole 8 for strengthening cross rib 6 is through the reinforcement cross rib 6 and longitudinal rib 3.Strengthen the hole 8 of cross rib 6
Arranged in vertical shape, quantity is at least two, the split steel plate 5 is through bend reinforcement 11 and the cast of reinforced concrete bottom plate 2 in one.
It, to explanation of the present utility model, is limited of the present utility model that above-described embodiment, which is, any new to this practicality
Scheme after type simple transformation belongs to protection domain of the present utility model.
Claims (6)
1. a kind of high strength cast iron concrete prefabricated parts, it is characterised in that：Including the reinforced concrete bottom plate with some longitudinal reinforcements (1)
(2) and the longitudinal rib (3) that is arranged on the reinforced concrete bottom plate (2), provided with top rib (4), the reinforced concrete at the top of the longitudinal rib (3)
Bottom plate (2) is respectively arranged on the left side and the right side the split steel plate (5) that position interlocks, split steel plate on the right side of the reinforced concrete bottom plate (2)
(5) it can be superimposed with each other with the left side split steel plate of contiguous prefabricated component and pass through retention mechanism and reinforced, the longitudinal rib (3) and reinforcing bar
Provided with mutual reinforcement cross rib (6) is connected between concrete bottom plate (2), the bottom for strengthening cross rib (6) and longitudinal rib (3) is provided with for horizontal
The hole (8) passed through to reinforcing bar (7).
2. a kind of high strength cast iron concrete prefabricated parts according to claim 1, it is characterised in that：The retention mechanism includes
Fastener (9) and the corresponding connecting hole in position being opened on the split steel plate (5) of reinforced concrete bottom plate (2) left and right sides
(10), the connecting hole (10) passes through for fastener (9).
3. a kind of high strength cast iron concrete prefabricated parts according to claim 2, it is characterised in that：The fastener (9) is
Bolt, the connecting hole (10) is screw.
4. a kind of high strength cast iron concrete prefabricated parts according to claim 1, it is characterised in that：The reinforcement cross rib (6)
Hole (8) through the reinforcement cross rib (6) and longitudinal rib (3).
5. a kind of high strength cast iron concrete prefabricated parts according to claim 1, it is characterised in that：The reinforcement cross rib (6)
With longitudinal rib (3) and the perpendicular connection of reinforced concrete bottom plate (2).
6. a kind of high strength cast iron concrete prefabricated parts according to claim 1, it is characterised in that：The split steel plate (5)
Through bend reinforcement (11) and reinforced concrete bottom plate (2) cast in one.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720021835.4U CN206360203U (en) | 2017-01-09 | 2017-01-09 | A kind of high strength cast iron concrete prefabricated parts |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720021835.4U CN206360203U (en) | 2017-01-09 | 2017-01-09 | A kind of high strength cast iron concrete prefabricated parts |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206360203U true CN206360203U (en) | 2017-07-28 |
Family
ID=59379689
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720021835.4U Expired - Fee Related CN206360203U (en) | 2017-01-09 | 2017-01-09 | A kind of high strength cast iron concrete prefabricated parts |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206360203U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108661077A (en) * | 2018-03-28 | 2018-10-16 | 上海理工大学 | The prefabricated underground space top plate of sliceable assembled waterproof |
-
2017
- 2017-01-09 CN CN201720021835.4U patent/CN206360203U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108661077A (en) * | 2018-03-28 | 2018-10-16 | 上海理工大学 | The prefabricated underground space top plate of sliceable assembled waterproof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103029204B (en) | Modularized side form for prefabricating superimposed sheet | |
| CN204418662U (en) | A kind of building vertical structure typified form negative and positive angle bracing means | |
| CN206360203U (en) | A kind of high strength cast iron concrete prefabricated parts | |
| CN102400552B (en) | Boundary beam upper-port anti-expansion mold reinforcing device | |
| CN206571007U (en) | A kind of lattice pillar compound shear wall of the concealed batten plate of band | |
| CN203247698U (en) | Pre-cast concrete structural member capable of being horizontally connected | |
| CN204266378U (en) | A kind of steel structural embedded parts that can bear larger pulling force | |
| CN204001702U (en) | A kind of J-shaped wall plastic formwork | |
| CN203626237U (en) | Steel-wood square column for supporting and forming reinforced concrete member in building construction | |
| CN203834694U (en) | Steel and wood connection structure | |
| CN203795840U (en) | Combined die for reinforced concrete engineering floor lowered area and hole | |
| CN202937003U (en) | Aluminium alloy easy-dismounting formwork for buildings | |
| CN205171661U (en) | A core section of thick bamboo | |
| CN207630233U (en) | A kind of hollow building block die | |
| CN205348214U (en) | Column formula reinforced concrete and shaped steel hybrid portal crane basis | |
| CN208267410U (en) | A kind of reconstruction structure of old building | |
| CN211774952U (en) | Concrete superimposed sheet mosaic structure | |
| CN203755661U (en) | Large-section stiffness steel rib column hoop erecting structure | |
| CN203034377U (en) | Construction template of cable bent tower of cable-stayed bridge | |
| CN202124934U (en) | Connecting device for reinforced concrete beam and shear wall | |
| CN205077868U (en) | Reinforcement aluminum alloy template K spacer pin subassembly for board | |
| CN204024051U (en) | The assembled column template of a kind of high-strength die mould of gradual change undergauge | |
| CN205421712U (en) | Reinforced concrete embeds channel steel structure | |
| CN206034905U (en) | Board combination design mould falls in bathroom | |
| CN204899034U (en) | Prefabricated wall post |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170728 Termination date: 20180109 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |