CN206128445U - Reserve solid post of prefabrication of plug hole - Google Patents
Reserve solid post of prefabrication of plug hole Download PDFInfo
- Publication number
- CN206128445U CN206128445U CN201621187313.3U CN201621187313U CN206128445U CN 206128445 U CN206128445 U CN 206128445U CN 201621187313 U CN201621187313 U CN 201621187313U CN 206128445 U CN206128445 U CN 206128445U
- Authority
- CN
- China
- Prior art keywords
- post
- plug hole
- pillar
- floor
- prefabrication
- 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
- Rod-Shaped Construction Members (AREA)
Abstract
The utility model discloses a reserve solid post of prefabrication of plug hole, it is by the concrete post that the prefabrication becomes with the reinforcing bar, if the reinforcing bar in the outside is stretched out futilely at the post both ends, the post bottom is equipped with the taper cavity, communicates the plug hole on the cavity. During the installation, can utilize the overhanging steel bar connection of reinforcing bar coupler between with the post fixed, erect the post mould in the upper portion and the lower part of post, pass through the plug hole in the post lower part and pour into a mould the post to set up the floor in post top, water the position of being connected of full post and floor in the floor top, make whole of post and floor formation. The utility model discloses reserve solid post of prefabrication of plug hole, the sum of distribution of post reinforcing bar is connected can directly adopt the existing building technical specification, very big improvement assembly type structure's quality.
Description
Technical field
This utility model belongs to building field, specifically a kind of prefabricated solid post of reserved plug hole.
Background technology
Pillar for building is generally all that scene concrete and reinforcing bar are poured and made in prior art, the system of this pillar
Make complicated process, construction cost height, raw materials consumption is big, waste many, engineering time length, inefficiency, serious environment pollution
The shortcomings of.In addition, the cast-in-place amount of precast hollow pillar is larger, column interior can not prick diagonal stirrup, it is difficult to ensure pillar intensity.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of prefabricated solid post of reserved plug hole, existing to overcome
There are complex manufacturing process, construction cost height, big raw materials consumption, many, the engineering time length of waste, the work efficiency of technology pillar
Low, serious environment pollution and the cast-in-place amount of precast hollow pillar are larger, and column interior can not prick diagonal stirrup, it is difficult to ensure post
The problems such as sub- intensity.
This utility model solves the technical scheme that its technical problem adopted：A kind of reserved plug hole it is prefabricated solid
Post, it is the pillar by made by concrete and steel bar preassembling, and pillar two ends are provided with some reinforcing bars for stretching out outside, and bottom of the pillar is provided with
Taper cavity, connects plug hole on cavity.During installation, it is possible to use rebar connector is solid by the protruding bar connection between pillar
It is fixed, pillar mould is set up in the upper and lower of pillar, pillar, and the frame above pillar are poured into a mould by plug hole in pillar bottom
If floor, the connecting portion of full pillar and floor is poured above floor, make pillar and floor form an entirety.
The prefabricated solid post of above-mentioned reserved plug hole, bar construction presses existing building technical specification point in the cylinder
Cloth, it is ensured that the quality of assembled architecture.
The prefabricated solid post of above-mentioned reserved plug hole, the reinforcing bar that outside is stretched out at the pillar two ends is different in size, described
Mutually stagger end reinforced position.
Using the prefabricated solid post of the reserved plug hole of this utility model, the connection of pillar reinforcing bar can be connected using existing building
Connection technology standard operation, that is, ensure that the bond strength of assembly node, greatly improve the quality of assembled architecture.With it is prefabricated
Hollow pillar is compared, and cast-in-place amount is little, and column interior can prick diagonal stirrup, it is ensured that pillar intensity.Compared to the prior art, have
Manufacturing process is simple, raw materials consumption is few, the engineering time is short, high working efficiency, the advantages of be conducive to the protection of environment.
Description of the drawings
Fig. 1 is the agent structure schematic diagram of the prefabricated solid post of the reserved plug hole of this utility model.
Fig. 2 is Fig. 1 elevational schematic views.
In figure：1-protruding bar
2-cylinder
3-plug hole
4-conical cavity
Specific embodiment
The structure of the prefabricated solid post of the reserved plug hole of this utility model is further described below in conjunction with the accompanying drawings：
As depicted in figs. 1 and 2, the prefabricated solid post of the reserved plug hole of this utility model is prefabricated into by concrete and reinforcing bar
Pillar, including cylinder 2, pillar two ends stretch out outside protruding bar 1, bottom of the pillar taper cavity 4 and cavity on connect
Logical plug hole 3.
As depicted in figs. 1 and 2, the prefabricated solid post of the reserved plug hole of this utility model be by concrete and reinforcing bar it is prefabricated and
Into the reinforcing bar in cylinder 2 extends to form protruding bar 1 to pillar two ends, and protruding bar 1 is different in size, end reinforced position phase
Mutually stagger.The bottom of cylinder 2 is provided with taper cavity 4 and the coconnected plug hole 3 of cavity.During installation, it is possible to use bar connecting
Part is connected the protruding bar 1 between pillar, and in the upper and lower of pillar pillar mould is set up, and passes through in pillar bottom
Plug hole 3 pours into a mould pillar, and floor is set up above pillar, and the connecting portion of full pillar and floor is poured above floor, makes post
Son and floor form an entirety.After cast-in-place concrete setting, pillar mould is pulled down.
The prefabricated solid post of the reserved plug hole of this utility model, the conical cavity that bottom of the pillar is arranged, in cast concrete
When be conducive to the discharge of gas, enable concrete to be full of whole pillar, it is ensured that the quality of pillar after cast.
Claims (3)
1. a kind of prefabricated solid post of reserved plug hole, it is characterised in that it is the pillar by made by concrete and steel bar preassembling, post
Sub- two ends are provided with some reinforcing bars for stretching out outside, and bottom of the pillar is provided with taper cavity, plug hole is connected on cavity.
2. the prefabricated solid post of reserved plug hole according to claim 1, it is characterised in that bar construction in the cylinder
It is distributed by existing building technical specification.
3. the prefabricated solid post of reserved plug hole according to claim 1, it is characterised in that stretch out outer in the pillar two ends
The reinforcing bar of side is different in size, and end reinforced position is mutually staggered.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621187313.3U CN206128445U (en) | 2016-11-04 | 2016-11-04 | Reserve solid post of prefabrication of plug hole |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621187313.3U CN206128445U (en) | 2016-11-04 | 2016-11-04 | Reserve solid post of prefabrication of plug hole |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206128445U true CN206128445U (en) | 2017-04-26 |
Family
ID=58577789
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621187313.3U Expired - Fee Related CN206128445U (en) | 2016-11-04 | 2016-11-04 | Reserve solid post of prefabrication of plug hole |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206128445U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109252619A (en) * | 2017-07-14 | 2019-01-22 | 李聪 | A kind of open tubular column and its construction method with top pillar |
-
2016
- 2016-11-04 CN CN201621187313.3U patent/CN206128445U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109252619A (en) * | 2017-07-14 | 2019-01-22 | 李聪 | A kind of open tubular column and its construction method with top pillar |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103758291B (en) | A kind of shearing enhancement mode half grout sleeve | |
| CN207003479U (en) | A kind of cast-in-place city integrated piping lane entirety formwork system | |
| CN206267422U (en) | A kind of assembly concrete superposed column | |
| CN108678218A (en) | Assembly concrete shear wall and its method of construction based on multipurpose thin-wall steel tube | |
| CN209369031U (en) | A kind of assembled steel reinforced concrete frame node attachment device | |
| CN209040349U (en) | A kind of ring muscle fastening shear wall structure being easily installed | |
| CN206128445U (en) | Reserve solid post of prefabrication of plug hole | |
| CN208343121U (en) | Prefabricated assembled steel structure concrete wallboard mould | |
| CN109537775A (en) | The method for preparing assembly concrete shear wall using local corrugated thin-wall steel pipe | |
| CN105735470A (en) | Precast concrete frame system using high-performance materials differentially | |
| CN103866866B (en) | Super High Core Walls Structure and housing water node after setting a roof beam in place | |
| CN206784661U (en) | The steel plate concrete combined shear wall of steel plate built in the middle part of the outsourcing of end | |
| CN206048468U (en) | A kind of horizontal piping lane mould | |
| CN205591349U (en) | Strong prestressing tendons's precast concrete beam post node in adoption | |
| CN207647031U (en) | A kind of reinforced column shaft segment structure for building industrialization | |
| CN105625571B (en) | The precast concrete bean column node of strength prestressed muscle in a kind of use | |
| CN202850017U (en) | Modified type prestress high-strength concrete hollow square pile | |
| CN206233359U (en) | A kind of assembled architecture reinforced concrete member | |
| CN103243691A (en) | Prefabricated steel formwork for gallery top arch of dam absorption basin | |
| CN205712471U (en) | A kind of prefabricated building structure post | |
| CN204225360U (en) | A kind of prefabricated post and the syndeton with precast beam | |
| CN210086647U (en) | Composite concrete superposed beam | |
| CN209179203U (en) | Column and basic connection component and frame structure system | |
| CN209244001U (en) | A kind of precast shear wall | |
| CN103184781A (en) | Pre-stress confined concrete member and manufacturing method thereof |
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: 20170426 Termination date: 20191104 |