CN204225367U - The precast unit that straight thread is connected with pier nose break adrift grout sleeve, assemble concrete component - Google Patents
The precast unit that straight thread is connected with pier nose break adrift grout sleeve, assemble concrete component Download PDFInfo
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- CN204225367U CN204225367U CN201420526794.0U CN201420526794U CN204225367U CN 204225367 U CN204225367 U CN 204225367U CN 201420526794 U CN201420526794 U CN 201420526794U CN 204225367 U CN204225367 U CN 204225367U
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Abstract
The precast unit that straight thread is connected with pier nose break adrift grout sleeve, assemble concrete component, belong to construction work assembling concrete structure technique field.The utility model have employed the method that straight thread is connected with pier nose break adrift grout sleeve, and straight thread (6) is processed in reinforcing bar one end, and the other end is processed into pier nose (5); Branch sleeve diameter comparatively small end inwall is processed into screw thread (9), is connected and power transmission by straight thread (6) with reinforcing bar; The larger end inwall of branch sleeve diameter is processed into screw thread (16), be connected by external screw thread (17) with the stifled ring (10) matched, by making reinforcing bar pulling force be extruded and bond power transmission by pier nose break adrift after injected hole (8) grouting, change the mode of reinforcing bar pulling force mainly through the power transmission that bonds of the prefabricated units that former grouting connects.Novel precast unit described in this method be connected to safety and economy aspect all increases.
Description
Technical field
The utility model relates to a kind of bar connecting structure being applied to assembled type concrete prefabricated part, belongs to construction work assembling concrete structure technique field.Straight thread is processed in reinforcing bar one end, other end pier is thick: branch sleeve one end inwall is processed into screw thread, be threaded connection with reinforcing bar, the other end adopts the internal diameter stifled ring less than reinforcing bar pier nose external diameter and is in the milk, be connected with the reinforcing bar of band pier nose, reinforcing bar is made to utilize pier nose, stifled ring, break adrift extruding between grouting material and sleeve and bonding power transmission, change the mode of reinforcing bar pulling force mainly through the power transmission that bonds of the prefabricated units that former grouting connects, adopt cast-in-place band that prefabricated units are connected, thus make this novel precast unit be connected to safety and economy aspect increases, belong to construction work assembling concrete structure technique field.
Background technology
At present, the connection of precast unit mainly adopts sleeve, bellows to be connected with reserving hole grouting.These connected modes are all that the reinforcing bar that will connect pulls open a segment distance or overlap joint, then in hole, pour into high-strength grout; After sclerosis, reinforcing bar forms Unified Global together with the concrete strong bonded outside sleeve, bellows or hole.The pulling force of connecting reinforcement, then to be gone on grouting material and surrounding sleeve, bellows or concrete interface by Shear transfer to grouting material by Shear transfer, mainly relies on bonding power transmission, and reliability is not high; Because the pulling force of reinforcing bar mainly relies on bonding power transmission, the length of sleeve, bellows or hole and diameter all can be larger, and cause steel using amount very large, cost is high; Because the volume ratio of sleeve, bellows or hole is comparatively large, the special grouting material consumption therefore adopted is also comparatively large, and its durability is not fully verified, does not live through the test of the earthquake of actual generation; Space usually reserved between the prefabricated units of vertical connection is less, and there is the problem that grouting can not be full of space, cause bonding surface easy cracking destruction under horizontal loads, building continuous collapse can occur, and can cause serious life and property loss.
Utility model content
The purpose of this utility model is to provide one precast unit method of attachment very reliably, makes prefabricated units connect safety and economy and convenient construction more.
The technical solution adopted in the utility model is as follows:
Straight thread be connected with pier nose break adrift grout sleeve precast unit, described precast unit side comprise end belt straight thread longitudinal reinforcement and with the sleeve be threaded; Precast unit opposite side comprises the longitudinal reinforcement of band pier nose and stifled ring.
With the assembling concrete component that described precast unit is formed, it is made up of described precast unit; Two precast units connect in work progress, and the reinforcing bar namely on a precast unit is connected with the sleeve on another precast unit by the stifled ring that it connects; The side of sleeve is provided with injected hole; Be cast-in-place band between two precast units, sleeve completes connection at cast-in-place band place.
Described sleeve vertically internal diameter has difference, and one end internal diameter being connected with stifled ring is comparatively large, and the internal diameter of the other end is less; Sleeve two ends are equipped with screwed hole, and wherein the screwed hole of one end that internal diameter is larger is for being connected with the threaded engagement on described stifled ring; When described assembling concrete component is for vertically connecting, when stifled ring end is in upside, described cartridges sides has an injected hole; When stifled ring end is in downside, cartridges sides is provided with an injected hole and a slurry outlet; When described assembling concrete component is level connection joint, cartridges sides is provided with an injected hole and a slurry outlet.
With the external screw thread matched with the bush whorl hole being connected prefabricated units end during assembling outside stifled ring, stifled ring is connected by screw thread with sleeve.
Longitudinal reinforcement end, described prefabricated units side is straight thread, sleeve one end inwall is the screw thread matched, and the two is threaded connection, and the pier nose ring that can be blocked blocks, even if when not grouting, pulling force still can by the pressure transmission of pier nose and stifled ring.
Described prefabricated units opposite side longitudinal reinforcement is with pier nose, and pier nose maximum gauge is greater than stifled ring internal diameter and is less than the internal diameter of the larger end of sleeve diameter.
Described assembling concrete component when vertically connecting and composing body of wall, when the sleeve side connecting stifled ring is in lower end, the shutoff pad of sealing when the opening part of stifled ring lower end is provided with for being in the milk; Described assembling concrete component, when level connection joint forms beam, blocks up the shutoff pad of sealing when ring outer openings place is provided with for being in the milk.
Stifled ring set, before reinforcing bar pier nose, is first entered reinforcing bar pier nose side by described precast unit, then by the other end of reinforcing bar and sleeve with being threaded.
When component is used for vertically connecting, in the lower end side reserved structure hole of the top precast unit of the cast-in-place band of described assembling concrete component, extends inside from component side and extend downward the bottom of place prefabricated units; When described component is used for level connection joint, without the need to arranging structure hole.
The practice of described assembling concrete component, is mainly undertaken by following three steps: a prefabricated units, and b component docks, c concreting.
When producing prefabricated units, arrange that one end is threaded branch sleeve, one end with the reinforcing bar of pier nose and stifled ring; When component is used for vertically connecting, be positioned at that the side of precast unit above bottom on cast-in-place band top is pre-buried to be extended inside from the side and lead to the sleeve pipe of bottom, after concreting, form structure hole.During prefabricated units docking, component one end bar pier nose extends in the sleeve of connecting elements, and stifled ring is screwed in sleeve, then from injected hole grouting, completes bar connecting.
After bar connecting, between precast unit, use template shutoff; When described component vertically connects, by the structure hole concreting of prefabricated units, form cast-in-place band; When described modular level connects, above sleeve, directly namely to form the position fluid concrete of cast-in-place band.
The utility model can obtain following beneficial effect:
The utility model have employed the method that straight thread is connected with pier nose break adrift grout sleeve, i.e. sleeve one end straight thread and bar connecting, the sleeve other end grouting of pier nose break adrift and bar connecting.
These prefabricated units connect, and are connected with sleeve grouting by straight screw connection, make reinforcing bar, stifled ring, sleeve become as a whole.One end straight screw connection can reduce length sleeve; The other end is less than the thick diameter of corresponding reinforcing bar pier due to stifled ring internal diameter, and the shearing ring area of reinforcing bar tension increases all greatly, and a part of reinforcement stresses can be passed to grouting amount by extruding and passes to sleeve again, also can reduce length sleeve.
When earthquake, even if due to construction or quality problems, after grouting material destroys, the pulling force of reinforcing bar also can pass through the pressure transmission of reinforcing bar pier nose and stifled ring, avoid collapsing of building, save the Loss of Life and property of the people, also meet and improve engineering structures anti-seismic performance and the demand with multiple defence line.This prefabricated units sleeve connection, utilizes reinforcing bar pier nose thicker, and occurring to block up ring when destroying can pin pier nose, is unlikely to pull.Realize reinforcing bar pulling force by extruding and bonding power transmission, sleeve height and diameter can be reduced, namely decrease steel using amount and grouting amount, save material and cost, simultaneously can increase operating space, the sleeve reducing length is compared to the larger sleeve of original length, when making body of wall earthquake crack go out evenly, distributed areas are larger, greatly improve the anti-seismic performance of body of wall.
This prefabricated units sleeve connects when for vertically connecting, and sleeve is placed on cast-in-place band position, when stifled ring end is in upside, only establishes a grout hole, and omits conduit, can reduce processing and manufacturing cost.
This prefabricated units sleeve connection, arranges higher cast-in-place band, can effectively avoid original sleeve connection technology to cause, during earthquake, the problems such as shearing slip occur because conjunction old and new concret face is comparatively near, perfusion leakiness etc. easily forms straight joint at element joints.
Accompanying drawing explanation
Fig. 1 monolithic precast shear wall schematic diagram;
Fig. 2 is the precast concrete shear wall connection diagram that straight thread is connected with pier nose break adrift pier grout sleeve;
Fig. 3 is upper strata precast wall body elevation;
Fig. 4 is upper strata precast wall body ground plan;
Tu5Shi lower floor precast wall body elevation;
Tu6Shi lower floor precast wall body top plane view;
Fig. 7 is the detail drawing at reinforcing bar pier nose and sleeve A place;
Fig. 8 is the detail drawing at reinforcing bar and sleeve straight screw connection B place;
Fig. 9 is the detail drawing at sleeve connection C place;
Figure 10-13 is 4 kinds of sleeve distribution schematic diagrams;
Figure 14-15 straight thread and the pier nose break adrift precast concrete beam that straight sleeve is connected that is in the milk connects end face and side schematic view.
In figure: 1-precast shear wall, 2-upper strata precast wall body, 3-lower floor precast wall body, 4-upper strata body of wall vertical reinforcement, 5-reinforcing bar pier nose, 6-reinforced bar straight thread, 7-sleeve, 8-injected hole, the less internal thread of 9-sleeve diameter, 10-blocks up ring, and 11-constructs hole, the cast-in-place band of 12-, 13-lower floor body of wall vertical reinforcement, the reinforcing bar that 14-does not connect, the vertical reinforcement that 15-connects and sleeve, the larger internal thread of 16-sleeve diameter, 17-blocks up ring external screw thread, 18-side precast beam, 19-opposite side precast beam, 20-blocks up the shutoff pad of ring.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the utility model is described further.
Embodiment 1
As shown in figure 1 to figure 13, the assembling concrete shear force wall that straight thread is connected with pier nose break adrift grout sleeve, it is connected and composed by pier nose break adrift grout sleeve at cast-in-place band by precast concrete shear wall; Prefabricated units described are herein upper strata body of wall and lower floor's body of wall.
The assembling concrete component that described straight thread is connected with pier nose break adrift grout sleeve includes upper strata body of wall vertical reinforcement 4, lower floor's body of wall vertical reinforcement 13, and upper strata body of wall vertical reinforcement 4 and lower floor's body of wall vertical reinforcement 13 are connected to each other by sleeve 7; End, sleeve 7 upper end is provided with internal thread 16, and sleeve 7 side is provided with injected hole 8; The end of upper strata body of wall vertical reinforcement 4 and lower floor's body of wall vertical reinforcement 13 is respectively arranged with reinforcing bar pier nose 5 and reinforced bar straight thread 6; The top cover of upper strata vertical reinforcement 4 has stifled ring 10, the internal diameter of stifled ring 10 is greater than the diameter of upper strata body of wall vertical reinforcement 4, but be less than the diameter of reinforcing bar pier nose 5, the external diameter of stifled ring 10 is identical with the internal diameter of sleeve 7 upper end pipe, stifled ring 10 outer setting has external screw thread 17, and the external screw thread 17 that stifled ring 10 is arranged is engaged mutually with the internal thread 16 that end, sleeve 7 upper end is arranged; Sleeve 7 lower end is provided with shutoff pad 9.
The strength cement-based grouting material from the perfusion of described injected hole 8 is provided with, the upper strata body of wall vertical reinforcement 4 in grouting material branch sleeve 7 and lower floor's body of wall vertical reinforcement 13 in described sleeve 7.
In the lower end side reserved structure hole 11 of the top precast concrete shear wall 2 of the cast-in-place band 12 of described assembling concrete shear force wall, extend inside from the side of precast shear wall 2 and extend downward the bottom of place prefabricated units 2, for building cast-in-place band 12 between upper strata precast wall body 2 and lower floor's precast wall body 3.
Sleeve 7 upper end is the pipe that one section of internal diameter is larger, and lower end is the pipe that one section of internal diameter is less.
The end of upper strata body of wall vertical reinforcement 4 and lower floor's body of wall vertical reinforcement 13 is respectively arranged with reinforcing bar pier nose 5 and reinforced bar straight thread 6.The making of the precast shear wall be connected with pier nose break adrift grout sleeve based on straight thread, method of attachment and step are as follows:
S1, screwing steel bars and sleeve: sleeve 7 vertically internal diameter is different, one end internal diameter of beginning is comparatively large, and the internal diameter of the other end is less; Sleeve two ends inwall is all processed into screwed hole, and cartridges sides has an injected hole 8; With the external screw thread 17 matched with the larger internal thread 16 of sleeve diameter being connected prefabricated units end during assembling outside stifled ring 10, stifled ring is connected by screw thread with sleeve; The reinforcing bar end be connected compared with small end with sleeve diameter is processed into straight thread 6, and the other end is processed into pier nose 5; Stifled ring 10 is enclosed within reinforcing bar pier nose 5 side, reinforcing bar 13 is connected with the internal thread 9 of sleeve 7 by straight thread 6.
S2, precast wall body: arrange the vertical reinforcement (it is 4 that vertical reinforcement is arranged in upper strata body of wall period division, and being arranged in lower floor's body of wall period division is 13) with straight thread 6 and pier nose 5; The stifled ring 10 adhered on it is pushed pier nose side; The upper side reserved structure hole 11 of component vertical reinforcement pier nose side, extends inside from component side and passes to bottom; Reserve thickness of concrete cover in shear wall both sides by spacer, then prop up the template of concreting, concreting.
S3, levels body of wall dock: lifting upper strata body of wall 2, the reinforcing bar 4 of bottom belt pier nose 6 is stretched in lower floor's body of wall 3 sleeve 7, carry out firmly with bearing diagonal, the external screw thread 17 of stifled ring 10 is tightened along the larger internal thread 16 of upper cartridge diameter, be in the milk by injected hole 8, the sleeve top surface until grouting material is emerged.
S4, concreting: cast-in-place band 12 place configuration template carries out shutoff, by structure hole 11 concrete perfusion of upper strata body of wall 2, fills up cast-in-place band, reaches stripping after some strength until concrete.
The distribution reinforcement of the sleeve connection of precast concrete panel can adopt double layout, single layout, and Z-shaped layout or mixed-arrangement can see Figure 10-13.
Embodiment 2:
As shown in figs. 14-15, in the present embodiment, the precast concrete beam that straight thread is connected with pier nose break adrift grout sleeve, assemble concrete beam and the practice all with embodiment 1 in similar, can with reference to figure 1-9.Described prefabricated units are precast concrete beam: side precast beam 18 and opposite side precast beam 19, pass through sleeve connection between side precast beam 18 and opposite side precast beam 19.Difference does not all need to arrange structure hole in side precast beam 18 and opposite side precast beam 19, and during grouting, directly between side precast beam 18 and opposite side precast beam 19, perfusion forms cast-in-place band 12; Stifled ring end side is also with shutoff pad; Injected hole slurry outlet to be provided with on sleeve 7 top of horizontal positioned, be in the milk from injected hole, till emerging from slurry outlet.
It is noted that above is illustrative to description of the present utility model, and nonrestrictive.For those skilled in the art, under the prerequisite not departing from the utility model principle, can also carry out some amendments, improvement and equivalence, these changes all fall within protection domain of the present utility model, such as: 1. the shape changing sleeve.2., when connecting, be inverted at sleeve two ends, diameter is contrary with of the present utility model with stifled ring end compared with minor thread end.3. the arrangement of branch sleeve.4. change the size of reinforcing bar pier nose shape or change pier nose.Four examples are just enumerated above, and the actual amendment change falling into the utility model protection domain is not restricted to this, and each ingredient not clear and definite in the present embodiment all can use existing techniques in realizing.
Claims (9)
1. straight thread be connected with pier nose break adrift grout sleeve precast unit, it is characterized in that: described precast unit side comprise end belt straight thread longitudinal reinforcement and with the sleeve be threaded; Precast unit opposite side comprises the longitudinal reinforcement of band pier nose and stifled ring.
2., with the assembling concrete component that precast unit according to claim 1 is formed, it is characterized in that: it is made up of precast unit according to claim 1; Two precast units connect in work progress, and the reinforcing bar namely on a precast unit is connected with the sleeve on another precast unit by the stifled ring that it connects; The side of sleeve is provided with injected hole; Be cast-in-place band between two precast units, sleeve completes connection at cast-in-place band place.
3. assembling concrete component according to claim 2, is characterized in that: described sleeve vertically internal diameter has difference, and one end internal diameter being connected with stifled ring is comparatively large, and the internal diameter of the other end is less; Sleeve two ends are equipped with screwed hole, and wherein the screwed hole of one end that internal diameter is larger is for being connected with the threaded engagement on described stifled ring; When described assembling concrete component is for vertically connecting, when stifled ring end is in upside, described cartridges sides has an injected hole; When stifled ring end is in downside, cartridges sides is provided with injected hole slurry outlet; When described assembling concrete component is level connection joint, cartridges sides is provided with an injected hole and a slurry outlet.
4. assembling concrete component according to claim 2, is characterized in that: with the external screw thread matched with the bush whorl hole being connected prefabricated units end during assembling outside stifled ring, stifled ring is connected by screw thread with sleeve.
5. assembling concrete component according to claim 2, is characterized in that: longitudinal reinforcement end, described prefabricated units side is straight thread, and sleeve one end inwall is the screw thread matched, and the two is threaded connection.
6. assembling concrete component according to claim 2, it is characterized in that: described prefabricated units side longitudinal reinforcement is with pier nose, pier nose diameter is greater than stifled ring internal diameter and is less than the internal diameter of the larger end of sleeve diameter, namely the pier nose ring that can be blocked blocks, even if when not being in the milk, pulling force still can by the pressure transmission between reinforcing bar pier nose and stifled ring.
7. assembling concrete component according to claim 2, is characterized in that: described assembling concrete component when vertically connecting, when the sleeve side connecting stifled ring is in lower end, the shutoff pad of sealing when the opening part of stifled ring lower end is provided with for being in the milk; Described assembling concrete component, when level connection joint, blocks up the shutoff pad of sealing when ring outer openings place is provided with for being in the milk.
8. assembling concrete component according to claim 2, is characterized in that: stifled ring set, after reinforcing bar pier nose, is first entered reinforcing bar pier nose side by described precast unit, then by the other end of reinforcing bar and sleeve with being threaded.
9. assembling concrete component according to claim 2, it is characterized in that: when component is used for vertically connecting, in the lower end side reserved structure hole of the top precast unit of the cast-in-place band of described assembling concrete component, extend inside from component side and extend downward the bottom of place prefabricated units; When described component is used for level connection joint, without the need to arranging structure hole.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201420526794.0U CN204225367U (en) | 2014-09-12 | 2014-09-12 | The precast unit that straight thread is connected with pier nose break adrift grout sleeve, assemble concrete component |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201420526794.0U CN204225367U (en) | 2014-09-12 | 2014-09-12 | The precast unit that straight thread is connected with pier nose break adrift grout sleeve, assemble concrete component |
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| CN201420526794.0U Expired - Fee Related CN204225367U (en) | 2014-09-12 | 2014-09-12 | The precast unit that straight thread is connected with pier nose break adrift grout sleeve, assemble concrete component |
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Cited By (12)
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| CN104234326A (en) * | 2014-09-12 | 2014-12-24 | 中国中建设计集团有限公司 | Precast concrete member connected by straight thread and pier head lock anchor grouting sleeve, and method for assembling same |
| CN105756291A (en) * | 2016-04-26 | 2016-07-13 | 中民筑友科技投资有限公司 | Grouting sleeve and pre-fabricated part |
| CN105781029A (en) * | 2016-04-26 | 2016-07-20 | 中民筑友科技投资有限公司 | Grouting sleeve and prefabricated piece |
| CN105781023A (en) * | 2016-04-26 | 2016-07-20 | 中民筑友科技投资有限公司 | Grouting sleeve and prefabricated member |
| CN105781027A (en) * | 2016-04-26 | 2016-07-20 | 中民筑友科技投资有限公司 | Grouting sleeve and prefabricated member |
| CN105781024A (en) * | 2016-04-26 | 2016-07-20 | 中民筑友科技投资有限公司 | Grouting sleeve and prefabricated member |
| CN105781028A (en) * | 2016-04-26 | 2016-07-20 | 中民筑友科技投资有限公司 | Grouting sleeve and prefabricated member |
| CN105781025A (en) * | 2016-04-26 | 2016-07-20 | 中民筑友科技投资有限公司 | Grouting sleeve and prefabricated piece |
| CN105781026A (en) * | 2016-04-26 | 2016-07-20 | 中民筑友科技投资有限公司 | Grouting sleeve and prefabricated member |
| CN105863171A (en) * | 2016-04-26 | 2016-08-17 | 中民筑友科技投资有限公司 | Grouting sleeve and fabricated part |
| CN107989200A (en) * | 2018-01-15 | 2018-05-04 | 安徽建筑大学 | Novel heat preservation wall connecting piece |
| CN109356294A (en) * | 2018-12-17 | 2019-02-19 | 吉林建筑大学 | A kind of scoria lightweight wall plate connecting elements |
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| CN104234326A (en) * | 2014-09-12 | 2014-12-24 | 中国中建设计集团有限公司 | Precast concrete member connected by straight thread and pier head lock anchor grouting sleeve, and method for assembling same |
| CN105781028A (en) * | 2016-04-26 | 2016-07-20 | 中民筑友科技投资有限公司 | Grouting sleeve and prefabricated member |
| CN105781029A (en) * | 2016-04-26 | 2016-07-20 | 中民筑友科技投资有限公司 | Grouting sleeve and prefabricated piece |
| CN105781023A (en) * | 2016-04-26 | 2016-07-20 | 中民筑友科技投资有限公司 | Grouting sleeve and prefabricated member |
| CN105781027A (en) * | 2016-04-26 | 2016-07-20 | 中民筑友科技投资有限公司 | Grouting sleeve and prefabricated member |
| CN105781024A (en) * | 2016-04-26 | 2016-07-20 | 中民筑友科技投资有限公司 | Grouting sleeve and prefabricated member |
| CN105756291A (en) * | 2016-04-26 | 2016-07-13 | 中民筑友科技投资有限公司 | Grouting sleeve and pre-fabricated part |
| CN105781025A (en) * | 2016-04-26 | 2016-07-20 | 中民筑友科技投资有限公司 | Grouting sleeve and prefabricated piece |
| CN105781026A (en) * | 2016-04-26 | 2016-07-20 | 中民筑友科技投资有限公司 | Grouting sleeve and prefabricated member |
| CN105863171A (en) * | 2016-04-26 | 2016-08-17 | 中民筑友科技投资有限公司 | Grouting sleeve and fabricated part |
| CN107989200A (en) * | 2018-01-15 | 2018-05-04 | 安徽建筑大学 | Novel heat preservation wall connecting piece |
| CN107989200B (en) * | 2018-01-15 | 2023-09-22 | 安徽建筑大学 | Novel heat preservation wall body connecting piece |
| CN109356294A (en) * | 2018-12-17 | 2019-02-19 | 吉林建筑大学 | A kind of scoria lightweight wall plate connecting elements |
| CN109356294B (en) * | 2018-12-17 | 2023-09-05 | 吉林建筑大学 | Volcanic slag light wallboard connecting component |
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| CF01 | Termination of patent right due to non-payment of annual fee |
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