CN2692232Y - Precasted column connected on beam - Google Patents
Precasted column connected on beam Download PDFInfo
- Publication number
- CN2692232Y CN2692232Y CN 03208090 CN03208090U CN2692232Y CN 2692232 Y CN2692232 Y CN 2692232Y CN 03208090 CN03208090 CN 03208090 CN 03208090 U CN03208090 U CN 03208090U CN 2692232 Y CN2692232 Y CN 2692232Y
- Authority
- CN
- China
- Prior art keywords
- precast pole
- precast
- pole
- several
- engagement
- 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 - Lifetime
Links
Images
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model relates to a precasted column connected on a beam. A connecting groove is formed in an appropriate position on the beam of the building, and corresponding to the connecting groove, a connecting raised part is formed on the position of the precasted column of the building. Inserting the connecting raised part into the connecting groove, the precasted column is steadily bonded with the beam by means of the reinforcing steel bars or shearing force connectors which is arranged on the connecting raised part and the solidification of the concrete or the non-shrinking mortar filled in between the connecting precasted column and the connecting raised part, and thus the goal of convenient construction and steady bond is achieved.
Description
Technical field
The utility model relates to a kind of precast pole that is engaged on the beam, mainly is to engage precast pole in the beam top of building, can reach convenient construction and engage certain purpose.
Background technology
Reinforced concrete structure (RC) worker manufactured post, beam, concrete wherein be in order to want resistance to compression, but reinforcing bar is for tension and bear shearing, so that concrete structure thing can bear seismic forces and load-carrying.
When the post in the construction of buildings, beam, in post, beam inside reinforcing cage is set after grouting again, have the supporting role of interior of building.
General have two kinds of modes in the beam of concrete steel building inside, the molding mode of post, and first kind is on-the-spot grouting (notes) mode, and second kind is the precasting mode, and on-the-spot grouting (notes) mode has the slower shortcoming of construction; And the precasting mode has the advantage fast of constructing.
But, mode with precasting moulding beam or post, generally be just precast pole can be set up in the two ends of precasting beam, appropriate location, stage casing in the precasting beam then can not be provided with precast pole, therefore, if building have need be when precasting beam appropriate position be provided with precast pole (as engaging of grade beam and post), then can't construct, so the mode of above-mentioned precasting moulding beam or post, can not be fit to requiredly, necessity of being improved is arranged in fact.
Summary of the invention
The utility model mainly is a kind of precast pole that is engaged on the beam of design because aforementioned existing structure still has its shortcoming to exist on reality is used and redesigned.
Main purpose of the present utility model is for providing a kind of precast pole that is engaged on the beam, thereby can reach convenient construction and engage certain purpose.
For reaching aforementioned purpose, the technological means that the utility model used is to provide a kind of precast pole that is engaged on the beam, it mainly is beam appropriate location formation engagement groove in building, the precast pole relative bonding groove of building forms engagement lugs, insert engagement groove relatively with engagement lugs, by reinforcing bar set on the engagement lugs or or the shearing attachment, again after inserting concrete or non-shrink mortar between engagement lugs and engagement groove and waiting to solidify, can make between precast pole and the beam engaging really, to reach convenient construction and to engage certain purpose.
Description of drawings
Fig. 1 be first kind of embodiment of the present utility model in conjunction with sectional view;
Fig. 2 is the plan view from above of first kind of embodiment of the present utility model;
Fig. 3 be second kind of embodiment of the present utility model in conjunction with sectional view;
Fig. 4 is the plan view from above of second kind of embodiment of the present utility model;
Fig. 5 be the third embodiment of the present utility model in conjunction with sectional view;
Fig. 6 is the plan view from above of the third embodiment of the present utility model;
Fig. 7 be the 4th kind of embodiment of the present utility model in conjunction with sectional view;
Fig. 8 is the plan view from above of the 4th kind of embodiment of the present utility model.
Symbol description among the figure
10 beams, 11 engagement groove
12 stirrups, 13 engagement groove
131 tapering overhead kicks, 14 stirrups
15 engagement groove, 151 shearing attachments
20 precast poles, 21 reinforcing bars
22 combined blocks, 23 concrete
24 engagement lugs, 25 reinforcing bars
251 stirrups, 26 shearing attachments
27 inclined-planes, 28 reinforcing bars
The specific embodiment
Describe the specific embodiment of the present utility model in detail below in conjunction with drawings and Examples.
The utility model is a kind of precast pole that is engaged on the beam, sees also shown in Fig. 1,2, for first kind of embodiment of the present utility model, includes;
Reinforcing cage is established in beam 10 inside in building, and the appropriate location, stage casing of precasting beam 10 forms several engagement groove 11, for panting beam 10 and post joint structural strength, be provided with the stirrup 12 that several are square and enclose bundle in beam 10 inside;
One precast pole 20, be provided with several reinforcing bars 21 from top to bottom by its inside, each reinforcing bar 21 bottom is established combined block 22 respectively, in counting reinforcing bar 21 upper outside in advance with concrete 23 slurry molding, number reinforcing bar 21 bottoms and combined block 22 protrude out the precast pole bottom, and formation engagement lugs 24, during combination, engagement lugs 24 is inserted in the engagement groove 11 down, in joint, after solidifying with the grouting of concrete 23 or non-shrink mortar engagement lugs 24 and engagement groove 11 are combined as a whole, to reach easy construction and to engage certain purpose.
Therefore, the topmost purpose of desiring to reach in the utility model is: when desiring when the appropriate position, stage casing of beam 10 is provided with precast pole 20, mainly can insert in the engagement groove of beam 10 relatively by the set engagement lugs 23 in precast pole 20 bottoms, add after engagement lugs 24 and 11 of engagement groove are inserted concrete 23 or non-shrink mortar and solidified in reinforcing bar set on the engagement lugs 24 21, can reach convenient construction and engage certain purpose.
As shown in Fig. 3,4, be second kind of embodiment of the present utility model, it is for establishing reinforcing cage in a beam 10 inside, in the appropriate position, top, stage casing of beam 10 engagement groove 13, engagement groove 13 lower rim are formed with tapering overhead kick 131, for the structural strength of stiffening girder 10 and post joint, inner and enclose to restraint several stirrups 14 are arranged in engagement groove 13 outer setting in beam 10;
One precast pole 20, can be located on the engagement groove 13, in precast pole 20 inside several L-shaped reinforcing bars 25 are set from top to bottom, reinforcing bar 25 bottoms overlap mutually, form engagement lugs 24 in several stirrups 251 of reinforcing bar 25 arranged outside, engagement groove 13 width are greater than engagement lugs 24 width, insert in the engagement groove 13 by engagement lugs 24, solidify in conjunction with fixing with concrete 23 or non-shrink mortar in joint, the effect of tapering overhead kick 131 can prevent to take place between precast pole 20 and the precasting beam 10 the improper problem that gets loose.
As shown in Fig. 5,6, be the third embodiment of the present utility model, same, in beam 10, establish reinforcing cage, and be provided with several stirrups 14, in the beam 10 inner engagement groove 15 that form, locate to protrude out to be provided with several shearing attachments 151 by the side of engagement groove 15;
One precast pole 20, from top to bottom insert in the engagement groove 15, the width of engagement groove 15 is greater than the width of precast pole 20, place, precast pole 20 sides protrudes out and is provided with several shearing attachments 151, penetration concrete 23 or non-shrink mortar between engagement groove and precast pole, can prop up shearing attachment 26 in precast pole 20 lower side present count, form several inclined-planes 27 in precast pole 20 bottoms, solidify fixing in joint penetration concrete 23 or non-shrink mortar, can increase surface area to strengthen adhesion, can pass through each shearing attachment 151,26 with concrete 23 or non-shrink mortar between certain combining, make precast pole 20 can positively be incorporated into location on the beam 10, can not produce the problem of getting loose fully.
As Fig. 7, shown in 8, be the 4th kind of embodiment of the present utility model, major part is same as earlier figures 5, structure shown in 6, its difference be in: L-shaped reinforcing bar 25 bottoms are protruded out by the side of precast pole 20,25 of each reinforcing bars are also established several stirrups 251, precast pole 20 bottoms are provided with several inclined-planes 27, be provided with several the reinforcing bars 28 that extend towards the side in precast pole 20 sides, to form engagement lugs 24, the width of engagement groove 15 is greater than the width of engagement lugs 24, be arranged on the engagement groove 15 of beam 10 when the engagement lugs 24 of precast pole 20 bottoms after, in joint penetration concrete 23 or non-shrink mortar, after concrete 23 or non-shrink mortar solidify, can make precast pole 20 reach certain stationary positioned purpose, to reach convenient construction and to engage certain purpose.
Therefore, the utility model is with quite simple structure kenel, Liang Chu in building forms engagement groove, the precast pole relative bonding groove of building forms engagement lugs, after inserting engagement groove relatively with engagement lugs, insert concrete in joint, can make between precast pole and precasting beam engaging really, and the purpose that can reach convenient construction and engage really; Precast pole in the utility model also can suitably be arranged at appropriate location on the floor, and is same, also can possess identical aforesaid effect, and the utility model is real to be a kind of innovation and practical innovation and creation.
Claims (8)
1. a precast pole that is engaged on the beam is characterized in that,
The bottom of this precast pole is provided with engagement lugs, the engagement groove place of this engagement lugs relative bonding on this beam;
This engagement lugs is intercalated in this engagement groove, has concrete therebetween, makes precast pole engage with beam and is one.
2. the precast pole that is engaged on the beam as claimed in claim 1, it is characterized in that this precast pole is provided with several reinforcing bars from top to bottom by its inside, each reinforcing bar bottom is provided with combined block respectively, number reinforcing bar bottom and combined block protrude out the precast pole bottom, to form engagement lugs.
3. the precast pole that is engaged on the beam as claimed in claim 1, it is characterized in that, in this precast pole inside several L-shaped reinforcing bars are set from top to bottom, the reinforcing bar bottom is overlap joint mutually, several stirrups are set in the reinforcing bar bottom form engagement lugs, the width of this engagement lugs is less than the width of this engagement groove.
4. the precast pole that is engaged on the beam as claimed in claim 1, it is characterized in that, this precast pole inside is provided with several L-shaped reinforcing bars, each reinforcing bar bottom is overlap joint mutually, each reinforcing bar outside is provided with several stirrups, in default several shearing attachments of precast pole lower side, the width of this precast pole is less than the width of this engagement groove.
5. the precast pole that is engaged on the beam as claimed in claim 4 is characterized in that, forms several inclined-planes in this precast pole bottom.
6. the precast pole that is engaged on the beam as claimed in claim 1, it is characterized in that, L-shaped reinforcing bar bottom is protruded out by the side of this precast pole, several stirrups are established in the outside between each reinforcing bar, be provided with several the reinforcing bars that extend towards the side in the precast pole side, to form engagement lugs, the width of engagement lugs is less than the width of this engagement groove.
7. the precast pole that is engaged on the beam as claimed in claim 6 is characterized in that, forms several inclined-planes in this precast pole bottom.
8. the precast pole that is engaged on the beam as claimed in claim 1 is characterized in that this engagement lugs is inserted this engagement groove, and making precast pole engage with beam with non-shrink mortar is one.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 03208090 CN2692232Y (en) | 2003-09-28 | 2003-09-28 | Precasted column connected on beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 03208090 CN2692232Y (en) | 2003-09-28 | 2003-09-28 | Precasted column connected on beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2692232Y true CN2692232Y (en) | 2005-04-13 |
Family
ID=34754986
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 03208090 Expired - Lifetime CN2692232Y (en) | 2003-09-28 | 2003-09-28 | Precasted column connected on beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2692232Y (en) |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106088352A (en) * | 2016-07-29 | 2016-11-09 | 初明进 | A kind of precast reinforced concrete structure method of attachment |
| CN106121052A (en) * | 2016-08-31 | 2016-11-16 | 初明进 | A kind of precast reinforced concrete structure method of attachment |
| CN106193323A (en) * | 2016-07-29 | 2016-12-07 | 初明进 | A kind of precast concrete method of attachment |
| CN106223481A (en) * | 2016-07-29 | 2016-12-14 | 初明进 | A kind of precast concrete method of attachment |
| CN106223486A (en) * | 2016-07-29 | 2016-12-14 | 初明进 | A kind of precast reinforced concrete structure method of attachment |
| CN106223487A (en) * | 2016-07-29 | 2016-12-14 | 初明进 | A kind of precast reinforced concrete structure method of attachment |
| CN106223482A (en) * | 2016-07-29 | 2016-12-14 | 初明进 | A kind of precast reinforced concrete structure method of attachment |
| CN106245756A (en) * | 2016-08-31 | 2016-12-21 | 初明进 | A kind of precast concrete method of attachment |
| CN106245758A (en) * | 2016-08-31 | 2016-12-21 | 初明进 | A kind of precast concrete method of attachment |
| CN106245757A (en) * | 2016-08-31 | 2016-12-21 | 初明进 | A kind of precast reinforced concrete structure method of attachment |
| CN106245788A (en) * | 2016-07-29 | 2016-12-21 | 初明进 | A kind of precast concrete method of attachment |
-
2003
- 2003-09-28 CN CN 03208090 patent/CN2692232Y/en not_active Expired - Lifetime
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106088352A (en) * | 2016-07-29 | 2016-11-09 | 初明进 | A kind of precast reinforced concrete structure method of attachment |
| CN106193323A (en) * | 2016-07-29 | 2016-12-07 | 初明进 | A kind of precast concrete method of attachment |
| CN106223481A (en) * | 2016-07-29 | 2016-12-14 | 初明进 | A kind of precast concrete method of attachment |
| CN106223486A (en) * | 2016-07-29 | 2016-12-14 | 初明进 | A kind of precast reinforced concrete structure method of attachment |
| CN106223487A (en) * | 2016-07-29 | 2016-12-14 | 初明进 | A kind of precast reinforced concrete structure method of attachment |
| CN106223482A (en) * | 2016-07-29 | 2016-12-14 | 初明进 | A kind of precast reinforced concrete structure method of attachment |
| CN106245788A (en) * | 2016-07-29 | 2016-12-21 | 初明进 | A kind of precast concrete method of attachment |
| CN106121052A (en) * | 2016-08-31 | 2016-11-16 | 初明进 | A kind of precast reinforced concrete structure method of attachment |
| CN106245756A (en) * | 2016-08-31 | 2016-12-21 | 初明进 | A kind of precast concrete method of attachment |
| CN106245758A (en) * | 2016-08-31 | 2016-12-21 | 初明进 | A kind of precast concrete method of attachment |
| CN106245757A (en) * | 2016-08-31 | 2016-12-21 | 初明进 | A kind of precast reinforced concrete structure method of attachment |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN2692232Y (en) | Precasted column connected on beam | |
| CN101939492B (en) | Precast temporary facility structure and construction method for the same | |
| KR100903398B1 (en) | Precast multi tee fiber and wiremesh slab | |
| KR101478131B1 (en) | Construction Method of Precast Pier | |
| CN103195172A (en) | Beam-column joint structure of prefabricated concrete frame | |
| KR101229263B1 (en) | Slab-type box girder with a vertical connecting structure made by precast concrete and method constructing the bridge thereof | |
| JP5509380B1 (en) | Seismic reinforcement method and structure for existing buildings | |
| KR101036177B1 (en) | Method for constructing building using PRC integrating method | |
| CN218204941U (en) | Connecting structure of shear wall and floor slab | |
| KR102386348B1 (en) | Girder installed strengthen and space cap device | |
| CN214423683U (en) | Special-shaped section assembled shear wall with visual post-pouring cavity | |
| KR102257540B1 (en) | Truss composite precast deck plate and construction method using it | |
| CN210562680U (en) | Connection node of prefabricated plate with groove | |
| JP2001303592A (en) | Method for installing and fixing block | |
| JPS61169563A (en) | Construction of upstairs | |
| KR101006968B1 (en) | Outrigger system constructing core wall embedding part by using prestressing factors | |
| CN1580412A (en) | Method for constituting beam type bridge | |
| CN214784703U (en) | T-shaped beam joint prefabricated column | |
| CN2679263Y (en) | Joint of semi-precast beam | |
| KR101203730B1 (en) | Modular pier structure and constructing method thereof | |
| CN111188429B (en) | Vertical connection structure of built-in steel sleeve of prefabricated reinforced concrete shear wall | |
| CN214784704U (en) | Take prefabricated post of cross beam joint | |
| CN218861766U (en) | Connection reinforcing structure | |
| KR102197299B1 (en) | Non abutment bridge girder construction method using pc deck | |
| CN217078488U (en) | Assembled culvert based on tenon fourth of twelve earthly branches structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CX01 | Expiry of patent term |
Expiration termination date: 20130928 Granted publication date: 20050413 |