CN204850063U - Prefabricated assembled concrete member's steel bar anchoring connection structure - Google Patents
Prefabricated assembled concrete member's steel bar anchoring connection structure Download PDFInfo
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- CN204850063U CN204850063U CN201520570697.6U CN201520570697U CN204850063U CN 204850063 U CN204850063 U CN 204850063U CN 201520570697 U CN201520570697 U CN 201520570697U CN 204850063 U CN204850063 U CN 204850063U
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Abstract
The utility model discloses a prefabricated assembled concrete member's steel bar anchoring connection structure, include a cast member and the 2nd cast member who lies in cast member top, the 2nd cast member bottom is provided with the steel bar anchoring preformed hole that supplies a pre -buried steel bar anchoring in a cast member, inserts in the steel bar anchoring preformed hole on the first reinforcing bar, be provided with the grout structure in the steel bar anchoring preformed hole, first reinforcing bar for with the 2nd cast member in the second reinforcing bar laid the connecting reinforcement that treats that is connected carries out, first reinforcing bar and second reinforcing bar are the parallel and lay, the steel bar anchoring preformed hole is located the second reinforcing bar lower part outside and it is parallel laying with the second reinforcing bar, is provided with a plurality of recesses on the steel bar anchoring preformed hole inside wall. The utility model has the advantages of simple structure and reasonable design and the construction is simple and convenient, excellent in use effect, can portably, quick accomplish prefabricated assembled concrete member's steel bar connection process and connect reliably.
Description
Technical field
The utility model belongs to prefabricated assembled concrete component technical field of construction, especially relates to a kind of Bar Anchorage syndeton of prefabricated assembled concrete component.
Background technology
Development architectural industrialization is the right-about that architecture production mode is produced from extensive production to intensive style, is inevitable approach and the developing direction of industry modernization.Adopting prefabricated assembled concrete structure to be the effective way realizing architectural industrialization, is take concrete prefabricated element as main member, through the concrete structure that assembling, connection and part are cast-in-place.External concrete prefabricated element and steel concrete are almost started to walk simultaneously, and the industrialization precast unit in Modern Significance just obtains true development before half a century.
For improving the installation effectiveness of prefabrication, the bar connecting mode adopted in existing precast concrete mainly adopts sleeve grouting connection to be connected two kinds of connected modes with constraint slurry anchor.During actual use, above-mentioned two kinds of connected modes cut both ways.Wherein, the major advantage of sleeve grouting connected mode connects reliably, but because the connecting portion size of prefabricated assembled concrete structure is less, and currently used branch sleeve size is comparatively large, internal construction is complicated, and not only processing and fabricating cost is high, complex process, steel demand is larger, and bar connecting difficulty is high, construction inconvenience, time-consuming; And the major advantage of constraint slurry anchor connected mode is cheap, but complex manufacturing technology, it is very long that bar splicing obtains length, wastes reinforcing bar and be unfavorable for construction.Sleeve grouting is adopted to connect and constraint slurry anchor is connected two kinds of connected modes when carrying out bar connecting, in precast concrete, all need remain for the Bar Anchorage preformed hole of Bar Anchorage in advance, be in the milk again after anchor bar will be needed to insert Bar Anchorage preformed hole, thus complete the bar connecting process of prefabricated assembled concrete component.But existing Bar Anchorage preformed hole is the preformed hole of inner wall smooth, the bond effect of this hole and perfusion mortar is bad, and lapped length of steel bar is increased, and grouting material consumption increases, and economic benefit is poor.In addition, when at present bar connecting being carried out to prefabricated assembled concrete structure, neither one is unified, specification and concrete construction method can be followed, and inevitably there is the problems such as constructing operation is more random, lack of standardization, complex operation, construction work is lower, quality of connection is poor during practice of construction.
Utility model content
Technical problem to be solved in the utility model is for above-mentioned deficiency of the prior art, a kind of Bar Anchorage syndeton of prefabricated assembled concrete component is provided, its structure is simple, reasonable in design and easy construction, result of use are good, can easy, the bar connecting process that completes prefabricated assembled concrete component fast and connect reliable.
For solving the problems of the technologies described above, the technical solution adopted in the utility model is: a kind of Bar Anchorage syndeton of prefabricated assembled concrete component, it is characterized in that: comprise the first precast unit and be positioned at the second precast unit above the first precast unit, the bottom of described second precast unit is provided with the Bar Anchorage preformed hole for the first Bar Anchorage, described first reinforcing bar is the embedded bar that is embedded in the first precast unit and its upper end extend out to outside the first precast unit, described first reinforcing bar upper end is inserted in Bar Anchorage preformed hole from the bottom to top, be provided with in cavity between described Bar Anchorage preformed hole and the first reinforcing bar by the grouting structure of grouting material pour-shaping, described first reinforcing bar is fixed in Bar Anchorage preformed hole by grouting fastening structure, described first reinforcing bar is the reinforcing bar to be connected carrying out with the second reinforcing bar laid in the second precast unit being connected, and described first reinforcing bar and the second reinforcing bar are parallel laying, described Bar Anchorage preformed hole is positioned at the lower outside of the second reinforcing bar and itself and the second reinforcing bar are parallel laying, and the inside wall of described Bar Anchorage preformed hole is provided with multiple groove.
The Bar Anchorage syndeton of above-mentioned prefabricated assembled concrete component, is characterized in that: described first reinforcing bar is laid in coaxial with Bar Anchorage preformed hole.
The Bar Anchorage syndeton of above-mentioned prefabricated assembled concrete component, is characterized in that: described Bar Anchorage preformed hole is by the preformed hole of hole-forming device construction molding; Described hole-forming device comprises pore-forming air bag and is arranged on two pore-forming air bag becomes stopple, two described one-tenth stopples are installed on the lateral wall of pore-forming air bag, described pore-forming air bag has two respectively for the installing hole that two described one-tenth stopples are installed, two described one-tenth stopples are cylindrical plugs; The rear portion of described pore-forming air bag is provided with an inflation inlet, and described inflation inlet is provided with air valve; Described pore-forming air bag is closed rubber pneumatic bag and its lateral wall is provided with multiple projection for the multiple described groove of construction molding; Described pore-forming air bag and the second reinforcing bar near.
The Bar Anchorage syndeton of above-mentioned prefabricated assembled concrete component, is characterized in that: two described one-tenth stopples are rubber stopper.
The Bar Anchorage syndeton of above-mentioned prefabricated assembled concrete component, is characterized in that: the shape of cross section of described pore-forming air bag is circle, regular polygon or ellipse.
The Bar Anchorage syndeton of above-mentioned prefabricated assembled concrete component, is characterized in that: the shape of cross section of described pore-forming air bag is for circular, and the length of described pore-forming air bag is 20d ~ 40d and its diameter is 25mm ~ 60mm, and wherein d is the diameter needing anchor bar; The described anchor bar that needs is the first reinforcing bar.
The Bar Anchorage syndeton of above-mentioned prefabricated assembled concrete component, is characterized in that: two described one-tenth stopples are all vertical runs with pore-forming air bag.
The Bar Anchorage syndeton of above-mentioned prefabricated assembled concrete component, is characterized in that: two described one-tenth stopples are parallel laying and the two is laid at grade.
The Bar Anchorage syndeton of above-mentioned prefabricated assembled concrete component, is characterized in that: the height of described projection is 3mm ~ 8mm.
The Bar Anchorage syndeton of above-mentioned prefabricated assembled concrete component, it is characterized in that: be connected and sealed threadably between two described one-tenth stopples and pore-forming air bag, the bottom outside wall of described one-tenth stopple is provided with external screw thread, and described installing hole is internal thread hole.
The utility model compared with prior art has the following advantages:
1, structure is simple, reasonable in design and input cost is low.
2, the hole-forming device structure adopted is simple, reasonable in design and processing and fabricating is easy, result of use is good, and appearance and size is little, takes up room little.
3, the hole-forming device adopted can repeatedly use, and the high and long service life of all transfer efficients, has good technical economic benefit.Compared with can only carrying out the bellows of one-step pore-creating, this hole-forming device repeatedly can have enough to meet the need use, and economic benefit is obvious; Pore forming process does not need complicated plant, saves ample resources.
4, the hole-forming device adopted effectively can ensure the hole quality of Bar Anchorage preformed hole, constructing operation is simple, convenient: before use, hole-forming device surface smear release agent, reach after final set or after reaching predetermined strength until concrete, the gas in hole-forming device is discharged by air valve, damage hole wall concrete can be avoided, ensure hole quality.
5, the Bar Anchorage preformed hole hole forming method step adopted is simple, reasonable in design and realization is convenient, result of use is good, the Bar Anchorage preformed hole quality of institute's construction molding is high and pore-forming is effective, can according to the preformed hole of actual demands of engineering construction molding different cross section shape, the rough surface of preformed hole, effectively can strengthen the adhesive property be filled between grouting material in preformed hole and surrounding concrete.
6, the Bar Anchorage method of attachment step adopted is simple, reasonable in design and easy and simple to handle, easy construction, joint efficiency are high, good connecting effect, adopt hole-forming device to carry out in the second precast unit outside pore-forming, the Bar Anchorage preformed hole of construction molding can also play the effect of constraint grouting material.Starch compared with anchor connects with constraint, eliminate the operation of pore-forming technique and configuration constraint stirrup, need can complete connection by needing to carry out grouting in connecting reinforcement insertion Bar Anchorage preformed hole.Simultaneously, the inwall of Bar Anchorage preformed hole is provided with groove, effectively can strengthen the adhesive property be filled between grouting material in preformed hole and surrounding concrete, make the grouting material of microdilatancy more tightly banding need connecting reinforcement, considerably increase the bonding strength needing connecting reinforcement, and then add the tensile strength of junction.
7, result of use is good and practical value is high, economical and practical, bar connecting process can be completed easy, fast and connect reliable, the easy quick connection realized between reinforcing bar of energy, and the accuracy of alignment of reinforcing bar requires low, easy to operate and saving of work and time, efficiency of construction is high, and bonding strength is reliable, has good economic benefit.The Bar Anchorage preformed hole of construction molding has that overall dimensions is little, take up room little, the feature such as construction technology is easy, when bar connecting performance and steady quality sexual satisfaction correlation technique code, economic and technical norms of the present utility model substantially exceed existing cement grouting steel bar joint.In addition, when adopting the utility model to carry out bar connecting construction, do not need complicated plant equipment and facility, also do not need power consumption, job site is dry operation substantially, and energy-conserving and environment-protective, avoid all drawbacks of traditional reinforcing bar connected mode.To sum up, the utility model combines sleeve grouting and connects the advantage being connected two kinds of connecting method for reinforcing bars with constraint slurry anchor, connect safe and reliable, processing and fabricating and construct simple, comprehensive sexual valence is higher, problems such as effectively can solving the assembling process complexity of pre existing assembly concrete component existence, connect inconvenience, lapped length of steel bar is long.
8, widely applicable and popularizing application prospect is extensive, can be applied to the bar connecting in the prefabricated assembled concrete components such as beam, post and wall.
Below by drawings and Examples, the technical solution of the utility model is described in further detail.
Accompanying drawing explanation
Fig. 1 is the structural representation of the utility model embodiment 1.
Fig. 2 is the structural representation of the utility model second precast unit.
Fig. 3 is the structural representation of the utility model hole-forming device.
Fig. 4 is the assembling schematic diagram of the utility model hole-forming device.
Fig. 5 is the installation position schematic diagram of the utility model hole-forming device.
Fig. 6 is the method flow block diagram that employing the utility model carries out when Bar Anchorage connects.
Fig. 7 is the structural representation of the utility model embodiment 2.
Fig. 8 is the Construction State schematic diagram in the utility model embodiment 2 before grouting.
Description of reference numerals:
1-pore-forming air bag; 2-become stopple; 3-air valve;
4-installing hole; 5-annular boss; 6-Bar Anchorage preformed hole;
7-the first precast unit; 8-the second precast unit;
9-the first reinforcing bar; 10-the second reinforcing bar; 11-grouting structure;
12-groove; 13-spiral bar.
Detailed description of the invention
Embodiment 1
As shown in Figure 1, the utility model comprises the first precast unit 7 and the second precast unit 8 be positioned at above the first precast unit 7; Composition graphs 2, the bottom of described second precast unit 8 is provided with the Bar Anchorage preformed hole 6 for the first reinforcing bar 9 anchoring, described first reinforcing bar 9 is for the embedded bar that is embedded in the first precast unit 7 and its upper end extend out to outside the first precast unit 7, and described first reinforcing bar 9 upper end is inserted in Bar Anchorage preformed hole 6 from the bottom to top.Be provided with by the grouting structure 11 of grouting material pour-shaping in cavity between described Bar Anchorage preformed hole 6 and the first reinforcing bar 9, described first reinforcing bar 9 is fastened and fixed in Bar Anchorage preformed hole 6 by grouting structure 11.Described first reinforcing bar 9 is the reinforcing bar to be connected carrying out with the second reinforcing bar 10 laid in the second precast unit 8 being connected, and described first reinforcing bar 9 and the second reinforcing bar 10 are in parallel laying.Described Bar Anchorage preformed hole 6 is positioned at the lower outside of the second reinforcing bar 10 and itself and the second reinforcing bar 10 are parallel laying, and the inside wall of described Bar Anchorage preformed hole 6 is provided with multiple groove 12.
In the present embodiment, described first reinforcing bar 9 is laid in coaxial with Bar Anchorage preformed hole 6.
In the present embodiment, described Bar Anchorage preformed hole 6 is by the preformed hole of hole-forming device construction molding.Composition graphs 3 and Fig. 4, described hole-forming device comprises pore-forming air bag 1 and is arranged on two pore-forming air bag 1 becomes stopple 2, two described one-tenth stopples 2 are installed on the lateral wall of pore-forming air bag 1, described pore-forming air bag 1 has two installing hole 4, two described one-tenth stopples 2 installed for two described one-tenth stopples 2 respectively and be cylindrical plugs.The rear portion of described pore-forming air bag 1 is provided with an inflation inlet, described inflation inlet is provided with air valve 3.Described pore-forming air bag 1 is closed rubber pneumatic bag and its lateral wall is provided with multiple projection for the multiple described groove 12 of construction molding.Described pore-forming air bag 1 and the second reinforcing bar 10 near.
As shown in the above, described pore-forming air bag 1 is column structure and its inner hollow.Actually add man-hour, described pore-forming air bag 1 has good air-tightness, adopts elastomeric material to be made.
Described air valve 3 is the valve for fast aeration and exhaust, during actual use, also can enough bear concrete pressure by air valve 3 to insufflation gas in pore-forming air bag 1.
Lateral wall due to pore-forming air bag 1 is provided with multiple described projection, thus the external surface of pore-forming air bag 1 is male and fomale(M&F), can the mechanical adhesion effect of effectively reinforcing steel bar anchoring preformed hole 6 inner surface and described grouting material, increases bond effect.Further, described male and fomale(M&F) can be set to corrugated surface, serrated face, helicoid or spot-like projections face.
In the present embodiment, two described one-tenth stopples 2 are rubber stopper; Be connected and sealed threadably between two described one-tenth stopples 2 and pore-forming air bag 1, the bottom outside wall of described one-tenth stopple 2 is provided with external screw thread, described installing hole 4 is internal thread hole.Like this, become stopple 2 dismounting easy, being tightly connected between stopple 2 and pore-forming air bag 1 can not only be ensured into, and can ensure to carry out in the second precast unit 8 work progress becoming stopple 2 and the reliability be connected between pore-forming air bag 1 when concreting is vibrated.
Further, except the external screw thread of bottom, the lateral wall of described rubber stopper is shiny surface.
In the present embodiment, the height of described projection is 3mm ~ 8mm.
Actually add man-hour, the shape of cross section of described pore-forming air bag 1 is circular, regular polygon or ellipse.In the present embodiment, the shape of cross section of described pore-forming air bag 1 is circular.
Further, the length of described pore-forming air bag 1 is 20d ~ 40d and its diameter is 25mm ~ 60mm, and wherein d is the diameter needing anchor bar; The described anchor bar that needs is the first reinforcing bar 9.
In the present embodiment, described projection is annular boss 5, and multiple described annular boss 5 is laid from front to back along the length direction of pore-forming air bag 1.
Multiple described annular boss 5 all with pore-forming air bag 1 in vertical runs, and multiple described annular boss 5 is in evenly laying, and the spacing between adjacent two described annular boss 5 is 8mm ~ 12mm.
In the present embodiment, two described one-tenth stopples 2 all with pore-forming air bag 1 in vertical runs, two described one-tenth stopples 2 in parallel laying and the two lay at grade.
During actual use, because pore-forming air bag 1 is closed rubber pneumatic bag, two described one-tenth stopples 2 are rubber stopper, thus can meet the stream curing demand of the second precast unit 8, in steam press maintenance process, pore-forming air bag 1 with two described become the service behaviour of stopple 2 unaffected.Thus, described hole-forming device have with low cost, easy and simple to handle, result of use is good, can the repeatedly feature such as Reusability.
As shown in Figure 6, the utility model is adopted to carry out Bar Anchorage method of attachment, two reinforcing bars that need connect are respectively the first reinforcing bar 9 and the second reinforcing bar 10, described first precast unit 7 is the concrete component of construction molding, and described second precast unit 8 is concrete component to be onstructed; When two described reinforcing bars are connected, comprise the following steps:
Step one, the second precast unit are prefabricated: carry out prefabricated to the second precast unit 8, and bottom the second precast unit 8, be provided with the Bar Anchorage preformed hole 6 for the first reinforcing bar 9 anchoring;
Step 2, the second precast unit lifting and the first reinforcing bar plug-in mounting: adopt hanging device to lift above the first precast unit 7 by the second precast unit 8 described in step one, and the second precast unit 8 is transferred, the first reinforcing bar 9 pre-buried in first precast unit 7 is inserted in Bar Anchorage preformed hole 6 from the bottom to top, and shutoff is carried out to the bottom of Bar Anchorage preformed hole 6;
Step 3, grouting: in Bar Anchorage preformed hole 6, pour into grouting material, when grouting material is full of Bar Anchorage preformed hole 6 inside, stop perfusion grouting material, obtain grouting structure 11;
Step 4, maintenance: to being in the milk described in step 3, structure 11 carries out maintenance, after maintenance completes, completes the connection procedure of two described reinforcing bars.
In the present embodiment, the preformed hole of Bar Anchorage described in step one 6 is by the preformed hole of hole-forming device construction molding; Described hole-forming device comprises pore-forming air bag 1 and is arranged on two pore-forming air bag 1 becomes stopple 2, two described one-tenth stopples 2 are installed on the lateral wall of pore-forming air bag 1, described pore-forming air bag 1 has two installing hole 4, two described one-tenth stopples 2 installed for two described one-tenth stopples 2 respectively and be cylindrical plugs; The rear portion of described pore-forming air bag 1 is provided with an inflation inlet, described inflation inlet is provided with air valve 3; Described pore-forming air bag 1 is closed rubber pneumatic bag and its lateral wall is provided with multiple projection; Described pore-forming air bag 1 and the second reinforcing bar 10 near; Two described one-tenth stopples 2 lay respectively at the both sides up and down of pore-forming air bag 1;
Carry out in step one second precast unit prefabricated time, process is as follows:
Step 101, forming panel Zhi Li: Zhi Li is carried out to the forming panel for construction molding second precast unit 8;
Step 102, hole-forming device load: according to the position of Bar Anchorage preformed hole 6 in the second precast unit 8, described hole-forming device is loaded in forming panel described in step 101, and in described hole-forming device two described one-tenth stopples 2 are all extend out to outside described forming panel, and air valve 3 is positioned at outside described forming panel; In described hole-forming device, the inwall of pore-forming air bag 1 rear portion and described forming panel is close to;
Described forming panel has the second through hole that two the first through holes passed for two described one-tenth stopples 2 respectively and steam supply valve 3 pass;
Step 103, pore-forming airbag aeration: open air valve 3, and adopt charger to inflate pore-forming air bag 1; After having inflated, close gas check valve 3;
Step 104, concreting: utilize forming panel described in step 101, carry out concreting to described prefabricated assembled concrete component; After institute's concreting final set, obtain the Bar Anchorage preformed hole 6 of construction molding; Described Bar Anchorage preformed hole 6 has two cylindrical holes by two described one-tenth stopple 2 construction moldings, two described cylindrical holes are respectively injected hole and are positioned at the plasma discharge hole above described injected hole;
Step 105, hole-forming device are removed: first open air valve 3 or remove two described one-tenth stopples 2, being discharged by the gas in pore-forming air bag 1; After two described one-tenth stopples 2 are removed, by pore-forming air bag 1 from pull-out in Bar Anchorage preformed hole 6, obtain the second precast unit 8 of construction molding;
When being in the milk in step 3, in Bar Anchorage preformed hole 6, pour into grouting material continuously by described injected hole; When having grouting material to discharge in described plasma discharge hole, shutoff is carried out to described plasma discharge hole.
In the present embodiment, carrying out shutoff to described plasma discharge hole is, adopts rubber sealing block to carry out shutoff.
In the present embodiment, before described hole-forming device being loaded in described forming panel in step 102, first even brushing release agent on the external surface of pore-forming air bag 1; Charger described in step 103 is air compressor; When carrying out pore-forming airbag aeration in step 103, Real-Time Monitoring is carried out to the air pressure in pore-forming air bag 1.
When carrying out maintenance to described grouting structure 11 in step 4, curing age is no less than 28 days, and the compressive strength of 28 days of described grouting structure 11 is not less than 85MPa and the difference of the expansion rate of its 24h and 3h is 0.02% ~ 0.5%.
In the present embodiment, described grouting material is High Performance Cement Without Shrinkage grouting material.
Described High Performance Cement Without Shrinkage grouting material take cement as base material, and what add the composition such as natural high strength aggregate, Concrete admixtures in right amount is dry mixed material, has the characteristics such as high fluidity, early strong, high-strength, microdilatancy after blunge.
In the present embodiment, when carrying out the second precast unit lifting and the first reinforcing bar plug-in mounting in step 2, after institute's concreting final set in step 104, more described hanging device is adopted to lift the second precast unit 8.
When carrying out shutoff to the bottom of Bar Anchorage preformed hole 6 in step 2, rubber seal is adopted to carry out shutoff.Described rubber seal is sleeved on the first reinforcing bar 9.
Embodiment 2
In the present embodiment, as shown in Figure 7, the Bar Anchorage syndeton adopted as different from Example 1: be provided with spiral bar 13 in described Bar Anchorage preformed hole 6, described spiral bar 13 coaxial package is on the first reinforcing bar 9.
In the present embodiment, adopt the remainder structure of Bar Anchorage syndeton all identical with embodiment 1.
In the present embodiment, as shown in Figure 8, the Bar Anchorage method of attachment adopted as different from Example 1: before carrying out the second precast unit lifting and the first reinforcing bar plug-in mounting in step 2, first on the first reinforcing bar 9, be set with spiral bar 13; Hanging device is adopted to be lifted by the second precast unit 8 above the first precast unit 7 again, and the second precast unit 8 is transferred, the first reinforcing bar 9 and the spiral bar 13 be sleeved on outside it are inserted in Bar Anchorage preformed hole 6 all from the bottom to top.
In the present embodiment, adopt all the other steps of Bar Anchorage method of attachment all identical with embodiment 1.
The above; it is only preferred embodiment of the present utility model; not the utility model is imposed any restrictions; every above embodiment is done according to the utility model technical spirit any simple modification, change and equivalent structure change, all still belong in the protection domain of technical solutions of the utility model.
Claims (10)
1. the Bar Anchorage syndeton of a prefabricated assembled concrete component, it is characterized in that: comprise the first precast unit (7) and be positioned at the second precast unit (8) above the first precast unit (7), the bottom of described second precast unit (8) is provided with the Bar Anchorage preformed hole (6) for the first reinforcing bar (9) anchoring, described first reinforcing bar (9) is for being embedded in embedded bar in the first precast unit (7) and its upper end extend out to the first precast unit (7) outside, described first reinforcing bar (9) upper end is inserted in Bar Anchorage preformed hole (6) from the bottom to top, be provided with in cavity between described Bar Anchorage preformed hole (6) and the first reinforcing bar (9) by the grouting structure (11) of grouting material pour-shaping, described first reinforcing bar (9) is fastened and fixed in Bar Anchorage preformed hole (6) by grouting structure (11), described first reinforcing bar (9) is the reinforcing bar to be connected carrying out with the second reinforcing bar (10) laid in the second precast unit (8) being connected, and described first reinforcing bar (9) and the second reinforcing bar (10) are in parallel laying, described Bar Anchorage preformed hole (6) be positioned at the lower outside of the second reinforcing bar (10) and itself and the second reinforcing bar (10) in parallel laying, the inside wall of described Bar Anchorage preformed hole (6) is provided with multiple groove (12).
2. according to the Bar Anchorage syndeton of a kind of prefabricated assembled concrete component according to claim 1, it is characterized in that: described first reinforcing bar (9) is laid in coaxial with Bar Anchorage preformed hole (6).
3. according to the Bar Anchorage syndeton of a kind of prefabricated assembled concrete component described in claim 1 or 2, it is characterized in that: described Bar Anchorage preformed hole (6) is by the preformed hole of hole-forming device construction molding; Described hole-forming device comprises pore-forming air bag (1) and is arranged on two pore-forming air bag (1) becomes stopple (2), two described one-tenth stopples (2) are installed on the lateral wall of pore-forming air bag (1), described pore-forming air bag (1) has two installing holes (4) supplying two described one-tenth stopples (2) to install respectively, two described one-tenth stopples (2) are cylindrical plugs; The rear portion of described pore-forming air bag (1) is provided with an inflation inlet, described inflation inlet is provided with air valve (3); Described pore-forming air bag (1) is for closed rubber pneumatic bag and its lateral wall is provided with multiple projection for the multiple described groove (12) of construction molding; Described pore-forming air bag (1) and the second reinforcing bar (10) near.
4. according to the Bar Anchorage syndeton of a kind of prefabricated assembled concrete component according to claim 3, it is characterized in that: two described one-tenth stopples (2) are rubber stopper.
5. according to the Bar Anchorage syndeton of a kind of prefabricated assembled concrete component according to claim 3, it is characterized in that: the shape of cross section of described pore-forming air bag (1) is circle, regular polygon or ellipse.
6. according to the Bar Anchorage syndeton of a kind of prefabricated assembled concrete component according to claim 3, it is characterized in that: the shape of cross section of described pore-forming air bag (1) is for circular, the length of described pore-forming air bag (1) is 20d ~ 40d and its diameter is 25mm ~ 60mm, and wherein d is the diameter needing anchor bar; The described anchor bar that needs is the first reinforcing bar (9).
7., according to the Bar Anchorage syndeton of a kind of prefabricated assembled concrete component according to claim 3, it is characterized in that: two described one-tenth stopples (2) all with pore-forming air bag (1) in vertical runs.
8., according to the Bar Anchorage syndeton of a kind of prefabricated assembled concrete component according to claim 3, it is characterized in that: two described one-tenth stopples (2) in parallel laying and the two lay at grade.
9. according to the Bar Anchorage syndeton of a kind of prefabricated assembled concrete component according to claim 3, it is characterized in that: the height of described projection is 3mm ~ 8mm.
10. according to the Bar Anchorage syndeton of a kind of prefabricated assembled concrete component according to claim 3, it is characterized in that: be connected and sealed threadably between two described one-tenth stopples (2) and pore-forming air bag (1), the bottom outside wall of described one-tenth stopple (2) is provided with external screw thread, and described installing hole (4) is internal thread hole.
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| CN201520570697.6U CN204850063U (en) | 2015-08-02 | 2015-08-02 | Prefabricated assembled concrete member's steel bar anchoring connection structure |
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| CN105019558A (en) * | 2015-08-02 | 2015-11-04 | 长安大学 | Steel bar anchoring connection structure and connection method for precast fabricated concrete components |
| CN106149874A (en) * | 2016-08-22 | 2016-11-23 | 沈阳建筑大学 | Prefabricated assembled concrete structure reinforcing bars Novel connecting method |
| CN109208809A (en) * | 2018-10-22 | 2019-01-15 | 湖州知辉进出口贸易有限公司 | A kind of architectural engineering finishing uses seal profile |
| CN109296133A (en) * | 2018-12-11 | 2019-02-01 | 中清大装配式建筑有限公司 | A kind of wall column vertical reinforcement binding connection structure and its binding connection method |
| CN109469097A (en) * | 2018-10-07 | 2019-03-15 | 筑梦高科建筑有限公司 | A kind of the Bar Anchorage connection structure and connection method of prefabricated assembled concrete component |
| CN110924536A (en) * | 2019-12-06 | 2020-03-27 | 江苏建筑职业技术学院 | Assembled concrete building connection structure |
| CN111561061A (en) * | 2020-03-24 | 2020-08-21 | 河北工业大学 | Assembled wallboard, wall structure and construction method of wall structure |
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2015
- 2015-08-02 CN CN201520570697.6U patent/CN204850063U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105019558A (en) * | 2015-08-02 | 2015-11-04 | 长安大学 | Steel bar anchoring connection structure and connection method for precast fabricated concrete components |
| CN106149874A (en) * | 2016-08-22 | 2016-11-23 | 沈阳建筑大学 | Prefabricated assembled concrete structure reinforcing bars Novel connecting method |
| CN109469097A (en) * | 2018-10-07 | 2019-03-15 | 筑梦高科建筑有限公司 | A kind of the Bar Anchorage connection structure and connection method of prefabricated assembled concrete component |
| CN109208809A (en) * | 2018-10-22 | 2019-01-15 | 湖州知辉进出口贸易有限公司 | A kind of architectural engineering finishing uses seal profile |
| CN109296133A (en) * | 2018-12-11 | 2019-02-01 | 中清大装配式建筑有限公司 | A kind of wall column vertical reinforcement binding connection structure and its binding connection method |
| CN109296133B (en) * | 2018-12-11 | 2023-04-14 | 中清大装配式建筑有限公司 | Wall column vertical steel bar binding and connecting structure and binding and connecting method thereof |
| CN110924536A (en) * | 2019-12-06 | 2020-03-27 | 江苏建筑职业技术学院 | Assembled concrete building connection structure |
| CN111561061A (en) * | 2020-03-24 | 2020-08-21 | 河北工业大学 | Assembled wallboard, wall structure and construction method of wall structure |
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| 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: 20151209 Termination date: 20160802 |