CN207892137U - A kind of antidetonation assembly self-locking half grout sleeve of rolling - Google Patents

Abstract

The utility model provides a kind of antidetonation assembly self-locking half grout sleeve of rolling；Sleeve includes non-grouting linkage section and grouting linkage section；The outer wall circumferential direction of grouting linkage section is equipped with multiple tracks groove, and ring-stiffened rib is fixed in groove, and inner wall circumferential direction is equipped with multiple tracks fin；One section of tube body of steel pipe changeover portion is fixed in non-grouting linkage section, and another section of tube body stretches out to be formed and the rolling section of the first reinforcing bars with rolling connection to be connect outside non-grouting linkage section；Steel skeleton includes interior hangnail, outer hangnail, and more interior hangnails surround the diameter that the channel diameter passed through for the second reinforcing bar to be connected is less than the second reinforcing bar to be connected, and the outline diameter that outer hangnail surrounds is more than the intracavity diameter of grouting linkage section.Each component of grout sleeve distinguishes processing and fabricating, easily controllable each part quality；The connection of grout sleeve and steel pipe changeover portion is realized the anti-purpose pulled out, is improved shock resistance by mechanically actuated, easily controllable threaded connection quality using self-locking steel skeleton.

Description

A kind of antidetonation assembly self-locking half grout sleeve of rolling

Technical field

The utility model belongs to assembled architecture construction field, specifically a kind of half grouting set of antidetonation assembly self-locking rolling Cylinder.

Background technology

Assembly concrete building construction technology is that assembly concrete component is prefabricated in the factory processing, at the construction field (site) Assembling, the concrete structure construction technology being then assembled again by reliable connection type, wherein by assembly concrete It is assembled monolithic concrete structure, the technical energy saving that structure is formed whole with pouring concrete, strength cement-based grouting material behind scene Environmental protection, component standardization degree is high, can significantly save the construction period, and core and difficult point are the quality problems of bar connecting, It is commonly used in half grouting or full grout sleeve perfusion ungauged regions or micro-expansion cement base grouting material at present to realize between prefabricated components Connection, but existing construction technology is difficult to ensure in sleeve that grouting is closely knit, and the prior art, technique are difficult to ensure steel to be connected Muscle realization is coaxial docking, thus, cause assembly concrete component quality of connection to be difficult to ensure, assembled architecture is in earthquake protection It is required that high regional development and use is restricted, therefore in order to realize the general applicability of assembled building technology, it needs to be directed to The above problem is targetedly attached the improvement in terms of structure and construction technology.

Classify at present by the manufacture craft of sleeve, common sleeve is divided into engineering at present：Casting processing sleeve and machinery Process two class of sleeve.The sleeve of both the above type respectively has drawback, wherein the shape of cast iron (steel) sleeve is heavy, and technology is wanted Ask higher, sleeve processing quality is difficult to ensure；Sleeve is machined mainly using rod iron or thick walled steel tube as material, passes through machinery Rod iron is emptied or forms the inner wall milling of thick walled steel tube by milling mode, although durable but still heavier, and And high material consumption, production cost is high, low production efficiency.

A kind of pier nose disclosed in Chinese patent literature CN104563396A squeeze half grouting reinforcement sleeve, connection structure and A kind of novel cement grouting screw thread composite reinforcing steel bar jointing disclosed in CN102587586A, sleeve part use hot rolling seamless steel Pipe or steel pipe are directly processed, with using compared with solid rod iron Milling Process, with certain advantage, but there are still it is following not Foot：1) non-grouting connecting pin sleeve diameter and bar diameter difference to be connect are larger, and sleeve sheet is caused using cold extrusion connection one Body excessive damage is cracked, and difficulty of processing is larger；2) groove and/or fin of sleeve inner shearing resistance use rolling or rotation Pressure method is made, in order to reach JGJ107 standards I grade of connector requirement, the wall thickness for making sleeve is larger, and then causes to cover Cylinder shape is heavy.The old item Nantong overtesting research of Central South University, theory analysis and numerical computations deform steel bushing to novel grouting Stress performance studied, the results showed that, stress is maximum at the innermost trapezoidal groove of sleeve, equivalent stress oneself through close Its yield strength.Since sleeve is made of rolling technology, it is larger that accumulation is easy during tension and compression repeatedly, at trapezoidal groove Plastic deformation, so as to which sleeve tensile failure model occurs because groove plastic deformation ability is insufficient.It needs to pass through parameter Change finite element analysis to optimize the geometrical construction at sleeve trapezoidal groove, prevents that tensile failure model occurs at this.

In conclusion there are processing difficulties, form heaviness, cost height, non-deformabilities for published grout sleeve at present The disadvantages such as difference, and the prior art, technique are difficult to ensure that reinforcing bar realization to be connected is coaxial docking, it is difficult to ensure that grouting is close in sleeve It is real.

Utility model content

The technical issues of the utility model solves is to provide half good grout sleeve of a kind of easy to process and anti-seismic performance.

Utility model solves above-mentioned technical problem by the following technical programs：

A kind of antidetonation assembly self-locking half grout sleeve of rolling, including sleeve, steel pipe changeover portion, self-locking steel skeleton；

The sleeve includes non-grouting linkage section and grouting linkage section；The outer wall circumferential direction of the grouting linkage section is equipped with multiple tracks Groove, ring-stiffened rib is fixed in groove, and inner wall circumferential direction is equipped with multiple tracks fin；

One section of tube body of the steel pipe changeover portion is fixed in non-grouting linkage section, and another section of tube body stretches out non-grouting connection Section is outer to be formed and the rolling section of the first reinforcing bars with rolling connection to be connect；

The steel skeleton includes longitudinally guiding reinforcing bar, tilts steel branch, circumferential fixed steelring；More longitudinally guiding reinforcing bars with it is more A circumferential direction fixed steelring is fixed to form cylindrical keel；The more inclination steel branches are in tilted layout solid along keel circumferential direction radioactivity Fixed, one end is in keel, forms interior hangnail, more interior hangnails surround the channel passed through for the second reinforcing bar to be connected, described Channel diameter is less than the diameter of the second reinforcing bar to be connected, and the other end is in outside keel, to form outer hangnail；The wheel that outer hangnail surrounds Wide diameter is more than the intracavity diameter of grouting linkage section；

After the steel skeleton is inserted into grouting linkage section, outer hangnail pushes against grouting linkage section inner wall, channel and steel pipe transition Section is coaxial.

The sleeve is process using seamless steel pipe by rolling mode, and the groove and fin are formed.

Preferably, the ring-stiffened rib is formed using reinforced steel bar ring system；The diameter of section of the ring-stiffened rib is more than recessed Groove depth.

Preferably, one section of tube body of the steel pipe changeover portion is connected through a screw thread fixation with non-grouting linkage section.

Preferably, the steel pipe transition section length is the 1/2~4/5 of sleeve total length, and steel pipe changeover portion outer surface is equipped with Thread segment, screw thread segment length are the 1/4~1/3 of steel pipe transition section length.

Preferably, grout hole and gas vent are offered respectively at the both ends of the grouting linkage section, gas vent is close to described Non- grouting linkage section.

Preferably, the exhaust bore dia is less than grouting bore dia.

Preferably, the inclination steel branch is fixed in multiple circumferential sections of the keel, uniformly distributed 4~8 of each section is inclined Oblique steel branch.

The utility model also provides a kind of antidetonation assembly self-locking half grout sleeve processing method of rolling, including following step Suddenly：

1) sleeve is processed

Select the seamless steel pipe of design requirement wall thickness, interception suitable length that sleeve is made, sleeve includes non-grouting linkage section With grouting linkage section；In the inwall processing internal thread of non-grouting linkage section, multiple tracks groove, interior table are equipped in grouting connection section surface Face is equipped with multiple tracks fin, the fixed circumferential direction ribbed stiffener in the groove；It is deep that the diameter of section of the ring-stiffened rib is more than groove Degree, it is spare；

2) steel pipe changeover portion is processed

The seamless steel pipe of design requirement wall thickness, interception suitable length is selected to be made steel pipe changeover portion, the one of steel pipe changeover portion Duan Guanti does external screw thread processing, it is connected to a fixed with internal thread of sleeve end by screw thread；Another section of tube body is rolling section, standby With；

3) self-locking steel skeleton is processed

More longitudinally guiding reinforcing bars and Duo Gen circumferential direction fixed steelrings are first welded into cylindrical keel, then in the more of keel More inclination steel branches of radioactive oblique weld, spare with hangnail in formation and outer hangnail on a ring section；

4) it assembles

Steel pipe changeover portion is first threadedly coupled fixation with non-grouting linkage section, finally by self-locking steel skeleton from being in the milk connection Duan Yiduan, which is inserted into, to be fixed；After the steel skeleton is inserted into grouting linkage section, outer hangnail pushes against grouting linkage section inner wall, channel and steel Tube transitions section is coaxial.

Preferably, in the step 1), grout hole and gas vent are offered respectively at the both ends of the grouting linkage section, is arranged Stomata is close to the non-grouting linkage section.

Preferably, in the step 1), the wall thickness of the sleeve is 2.0~5.5mm.

Preferably, in the step 1), the ring-stiffened rib, groove, fin preparation method be：Using reinforced steel bar ring system It is set in grouting connection section surface at C-shaped, is rolled by roller press, makes ring-stiffened rib and the groove, fin one-pass molding；

Or first use roller press that grouting linkage section surface rolling is gone out groove and fin, then by reinforced steel bar ring system in groove It is interior, and reinforcing bar both ends are fixed to form closed loop.

Preferably, in the step 2), the steel pipe transition section length is the 1/2~4/5 of sleeve total length, steel pipe transition Section outer surface is equipped with thread segment, and screw thread segment length is the 1/4~1/3 of steel pipe transition section length.

Preferably, in the step 2), the wall thickness of the steel pipe changeover portion is 2.5~8.0mm.

Preferably, in the step 3), the inclination steel branch, each section are fixed in multiple circumferential sections of the keel Uniformly distributed 4~8 inclinations steel branch.

Preferably, in the step 4), the steel skeleton concrete structure is：The more inclination steel branches are put along keel circumferential direction Penetrating property, which is in tilted layout, fixes, and one end is in keel, forms interior hangnail, more interior hangnails are surrounded to be worn for the second reinforcing bar to be connected The channel crossed, the channel diameter are less than the diameter of the second reinforcing bar to be connected, and the other end is in outside keel, to form outer hangnail； The outline diameter that outer hangnail surrounds is more than the intracavity diameter of grouting linkage section.

The utility model also provides a kind of assembly concrete member processing method, includes the following steps：

1) assembly concrete member reinforcing steel bar skeleton is bound

First reinforcing bar one end to be connected and other reinforcing bar banding fixeds, form assembly concrete member reinforcing steel bar skeleton, will The other end of first reinforcing bar to be connected is inserted into the rolling section of steel pipe changeover portion, and steel pipe changeover portion and first is realized by rolling machinery The connection of reinforcing bar to be connected, to which half grout sleeve of self-locking to be pre-installed in assembly concrete member reinforcing steel bar skeleton；

2) assembly concrete component pours

Plastic pipe joint on sleeve lateral wall grout hole and gas vent and is guided to outside component template, then concrete spreader Start casting concrete, after shock platforms vibration compacting, you can complete the processing and fabricating of assembly concrete component；

3) form removal, storage

I.e. collapsible die, storage after the completion of assembly concrete component conservation.

The utility model advantage is：

(1) grout sleeve in the utility model, self-locking steel skeleton, steel pipe changeover portion distinguishes processing and fabricating, then assembles, can To be produced in batches in factory, and easily controllable each part quality, meet professional standard regulation；

(2) grout sleeve is indirectly connected with the first reinforcing bar to be connect in the utility model, i.e., first by grout sleeve and steel pipe Changeover portion, which is connected through a screw thread, to be fixedly connected, then the first reinforcing bar to be connected is inserted by steel pipe changeover portion in grout sleeve, is adopted The connection of the first reinforcing bar to be connected and steel pipe changeover portion is realized with rolling mode, in the process, grout sleeve and steel pipe transition Section is connected to factory by mechanically actuated, and easily controllable threaded connection quality, the first reinforcing bar to be connected and steel pipe changeover portion are straight It connects and is connected using rolling mode, the rib on reinforcing bar need not be stripped clean processing screw thread, process is simple, and easily controllable reinforcing bar Length in insertion sleeve；

(3) grout sleeve is first connected with steel pipe changeover portion screw thread in the utility model, and steel pipe changeover portion is waited for first again Reinforcing bar is connected to connect by rolling, to make grout sleeve, steel pipe changeover portion, the first reinforcing bar three to be connected be connected, by In grout sleeve diameter be 3~6 times of the first reinforcing bar to be connected, the connection type with directly grout sleeve is waited connecting with first Reinforcing bars with rolling connection is compared, and grout sleeve distortion in rolling amount is reduced, and can effectively avoid the hair of rolling process middle sleeve cracking situation It is raw；

(4) steel pipe changeover portion internal diameter and the first bar diameter to be connect are essentially identical in the utility model, are being rolled When processing, it is more advantageous to the transmission of rolling load, ensures that steel pipe changeover portion meets with the first bar connecting intensity to be connect and provides It is required that；

(5) rolling active force grout sleeve inner wall formed arc circumferential direction fin, not only increase grout sleeve inner wall with Contact area between grouting material increases the frictional force between grout sleeve inner wall and grouting material, and self-locking steel skeleton is prevented to be detached from Grout sleeve, and contribute to grouting material is smooth to be pushed ahead in grout sleeve, be not in conventional grout sleeve inner ring Caused by shape salient rib the phenomenon that grouting material throttling, bubble, and then ensure that grouting material fits with grout sleeve inner wall, grouting is close It is real；

(6) seamless steel pipe is elastic fluid, can be resiliently deformed at rolling groove on grout sleeve, on the outside of grout sleeve Ring-stiffened rib is set in rolling groove, can avoid rolling groove rebound, it is ensured that grout sleeve machining accuracy, in addition, ring-stiffened rib Setting improve the contact area between grout sleeve and surrounding concrete, improve restraining force of the grout sleeve to grouting material, Increase assembly concrete component connecting portion shearing strength；

(7) in grout sleeve be arranged self-locking steel skeleton, when second wait connect reinforcing bar be inserted into grout sleeve when, tilt steel The interior hangnail that branch is formed is stuck on the rib of the second reinforcing bar to be connected, and outer hangnail is tilting on grout sleeve spiral inner wall fin Active force and reaction force are formed in steel branch, prevent the second reinforcing bar to be connected from extracting, it can be in assembly concrete lifting component After keep the stability of assembly concrete component at once；

(8) the utility model increases ring-stiffened rib in grout sleeve outer wall, and the connecting portion that is in the milk increases self-locking Steel skeleton improves assembly concrete component connecting portion intensity, so as to reduce sleeve wall thickness, mitigates grout sleeve dead weight

(9) there are 4~8 inclination steel branches on the same section of self-locking steel skeleton being arranged in grout sleeve, 4~8 are inclined One end of oblique steel branch forms circular cross-section, can constrain position of second reinforcing bar to be connected in grout sleeve, ensures second company of waiting for Reinforcing bar is connect to be coaxial docking with the first reinforcing bar to be connect；

(10) the gas vent aperture of grout sleeve side wall is less than grout hole aperture, grouting material flow rate in the utility model One timing, grouting quantity are more than plasma discharge amount, to can guarantee that grouting material is full of grout sleeve.

Description of the drawings

Fig. 1 is half grout sleeve and the first reinforcing bar to be connect and the second reinforcing bar to be connected in the utility model embodiment 1 The axial cross-sectional view of connection；

Fig. 2 is the axial section structural schematic diagram of half grout sleeve in the utility model embodiment 1；

Fig. 3 is that the A-A of Fig. 1 cuts open structural schematic diagram；

Fig. 4 is the axial arrangement schematic diagram of steel skeleton 4 in embodiment 1；

Fig. 5 is the right side structural representation of Fig. 4；

Fig. 6 is the structural schematic diagram of steel pipe changeover portion in embodiment 1；

Fig. 7 is the portions B thin portion enlarged drawing in Fig. 2；

Fig. 8 is assembly concrete component assembling structure schematic diagram in embodiment 4；

Fig. 9 is assembly concrete component grouting structural schematic diagram in embodiment 4；

Figure 10 is the structural schematic diagram of cushion block in embodiment 4.

Specific implementation mode

To make the structure feature to the utility model and the effect of being reached has a better understanding and awareness, to compared with Good embodiment and attached drawing cooperation detailed description, are described as follows：

Embodiment 1

As shown in Figure 1, Figure 2, Figure 3 shows, a kind of antidetonation assembly self-locking rolls half grout sleeve, including sleeve 5, steel pipe transition Section 7, self-locking steel skeleton 4；

Sleeve 5 is made using seamless steel pipe, and sleeve 5 includes non-grouting linkage section 51 and grouting linkage section 52；Grouting connection Section 52 processes the fin 522 of the groove 523 and inner wall to form outer wall by rolling mode.Distinguish at the both ends of grouting linkage section 52 Grout hole 521 and gas vent 511 are offered, gas vent 511 is close to non-grouting linkage section 51, this reality abundant in order to ensure being in the milk Apply example can also be by the diameter less than grout hole 521, starching 511 diameter design of gas vent to make grouting amount be more than to overflow Amount, to which grouting is enriched in the linkage section 52 that ensures to be in the milk.

Since sleeve 5 is made of steel pipe, steel pipe has certain elasticity, and after rolling, groove 523 has certain return Bullet, so the present embodiment is fixed with ring-stiffened rib 2 in groove 523, to be fettered to sleeve 5.Ring-stiffened rib 2 uses Reinforced steel bar ring system forms；The diameter of section of ring-stiffened rib 2 is more than 523 depth of groove, to ensure that ring-stiffened rib 2 connects higher than grouting 51 outer wall of section is connect, is fixed to be condensed with outer concrete, shear behavior is enhanced.

One section of tube body of steel pipe changeover portion 7 makees external screw thread processing, makees internal thread processing in non-grouting linkage section 51, and the two is logical It crosses threaded connection to fix, 7 another sections of tube bodies of steel pipe changeover portion, which stretch out outside non-grouting linkage section 51, to be formed and the first reinforcing bar to be connect Roll the rolling section 71 of connection.7 length of steel pipe changeover portion is the 1/2~4/5 of 5 total length of sleeve, and 7 outer surface of steel pipe changeover portion is set It is the 1/4~1/3 of steel pipe transition section length to have thread segment, screw thread segment length.

As shown in Figure 4, Figure 5, steel skeleton 4 includes longitudinally guiding reinforcing bar 41, tilts steel branch 42, circumferential fixed steelring 43；It is more Root longitudinally guiding reinforcing bar 41 is fixed by multiple circumferential fixed steelrings 43 and forms cylindrical keel；More tilt steel branch 42 along keel ring Radiotropism, which is in tilted layout, fixes, and one end is in keel, forms interior hangnail 421, more interior hangnails 421 are surrounded to be waited for for second The channel that connection reinforcing bar passes through, channel diameter are less than the diameter of the second reinforcing bar to be connected；The other end is in outside keel, outer to be formed Hangnail 422；The outline diameter that outer hangnail 422 surrounds is more than the intracavity diameter of grouting linkage section 52.Connect when steel skeleton 4 is inserted into grouting After connecing in section 52, outer hangnail 422 pushes against grouting 52 inner wall of linkage section, to prevent steel skeleton 4 from being connected under external force from grouting It is extracted in section 52.Channel and steel pipe changeover portion 7 are coaxial, in order to which second when connecting the insertion of reinforcing bar 12, easily realize and first 11 centering of reinforcing bar to be connected, and due to interior hangnail 421 and the rib abutting on the second reinforcing bar 12 to be connect, to prevent second to wait connecting Reinforcing bar 12 is extracted from steel skeleton 4 under external force.

The more longitudinally guiding reinforcing bars 41 that the present embodiment provides are distributed on the circumferencial direction of circumferential fixed steelring 43, and in dragon Multiple circumferential section constant tilt steel branches 42 of bone, uniformly distributed 4~8 of each section tilt steel branch 42.But not limited to this, it can not Regular arrangement, as long as can realize to neutralizing the anti-function of pulling out.In the present embodiment, centre position and the dragon of steel branch 42 are tilted Bone welds, and half branch body is in keel, and half branch body is outside keel.It tilts 42 pair half of steel branch and is divided into interior hangnail 421 and outer hangnail 422, so that interior hangnail 421 is suitable with the intensity of outer hangnail 422.

As shown in Fig. 1, Fig. 6, in the utility model, the first reinforcing bar 11 to be connected passes through rolling mode and steel pipe changeover portion 7 Rolling section 71 be connected, steel pipe changeover portion 7 is connected by screw thread with sleeve 5, ring-stiffened rib 2 on sleeve 5 and its interior Interaction between portion's self-locking steel skeleton 4, grouting material 13, the second reinforcing bar 12 to be connected makes concrete, grout sleeve 5, grouting Material 13, the second reinforcing bar 12 to be connected form unified whole, it can be achieved that the second reinforcing bar 12 to be connected and assembly concrete component Connection, can meet three earthquake protection standards of " no damage in small earthquake, middle shake can repair, no collapsing with strong earthquake ", can be widely applied to all kinds of dresses Bar connecting with formula concrete component.

A kind of antidetonation assembly self-locking half grout sleeve processing method of rolling：Include the following steps：

Step 1. sleeve 5 is processed

It is 2.0~5.5mm to select the seamless steel pipe of proper wall thickness, general wall thickness, and interception suitable length is made sleeve 5, covers Cylinder 5 includes non-grouting linkage section 51 and grouting linkage section 52；In the inwall processing internal thread of non-grouting linkage section 51, connect in grouting It connects 52 surface of section to roll by roller press, so that outer surface of steel tube is rolled out and be provided with multiple tracks groove 523, inner surface rolls out setting There is multiple tracks fin 522, ring-stiffened rib 2 is fixed in groove 523.It is ring-stiffened rib 2, groove 523, convex in the present embodiment The preparation method of rib 522 is：C-shaped is made using reinforced steel bar ring and is set in 52 surface of grouting linkage section, is rolled by roller press, makes ring To ribbed stiffener 2 and the groove 523,522 one-pass molding of fin；

Or first use roller press that grouting 52 surface rolling of linkage section is gone out groove 523 and fin 522, then by reinforced steel bar ring system It fixes to form closed loop in groove 523, and by reinforcing bar both ends, it is spare；

It is spare that step 2. prepares ring-stiffened rib 2；

Step 3. steel pipe changeover portion 7 is processed

It is 2.5~8.0mm to select the seamless steel pipe of proper wall thickness, general wall thickness, and steel pipe transition is made in interception suitable length Section 7, one section of tube body of steel pipe changeover portion 7 does external screw thread processing, it is connected to a fixed with 5 female end of sleeve by screw thread； Another section of tube body is rolling section 71, spare；

Step 4. self-locking steel skeleton 4 is processed

More longitudinally guiding reinforcing bars 41 and Duo Gen circumferential directions fixed steelring 43 are first welded into cylindrical keel, then in keel Multiple ring sections on more of radioactive oblique weld tilt steel branches 42, it is standby with hangnail in formation 421 and outer hangnail 422 With；

Step 5. is assembled

First ring-stiffened rib 2 is set in groove 523, then by steel pipe changeover portion 7 and non-51 screw thread of grouting linkage section It is connected and fixed, self-locking steel skeleton 4 is inserted into from 52 one end of grouting linkage section finally and is fixed.Steel skeleton 4 is inserted into grouting linkage section After in 52, outer hangnail 422 pushes against grouting 52 inner wall of linkage section, and channel and steel pipe changeover portion 7 are coaxial.

Embodiment 3

A kind of assembly concrete member processing method, includes the following steps：

Step 1. assembly concrete member reinforcing steel bar skeleton is bound

First 11 one end of reinforcing bar to be connected and other reinforcing bar banding fixeds, form assembly concrete member reinforcing steel bar skeleton, The other end of first reinforcing bar to be connected is inserted into the rolling section 71 of steel pipe changeover portion 7, steel pipe changeover portion 7 is realized by rolling machinery With the connection of the first reinforcing bar 11 to be connect, to which half grout sleeve 5 of self-locking is pre-installed in assembly concrete component steel In tendons skeleton；

Step 2. assembly concrete component pours

Plastic tube 8 is connected on 5 side wall grout hole 521 of sleeve and gas vent 511 and is guided to outside component template, then coagulation Native material distributing machine starts casting concrete, after shock platforms vibration compacting, you can completes the processing of assembly concrete component It makes；

Step 3. form removal, storage

I.e. collapsible die, storage after the completion of assembly concrete component conservation.

Embodiment 4

As shown in Figure 8, Figure 9, assembly concrete component field installation process：

Step 1. installation prepares：Before assembly concrete lifting component, grouting outfit is carried out successively and material is matched Standby, connecting portion base surface cleaning, the second 12 horizontal position of reinforcing bar to be connected and length in reserve and hanging device inspection, and according to The absolute altitude that live unwrapping wire is made controls numerical value, and adjustable cushion block 20 is placed on connecting portion base surface and carries out follow-up assembled coagulation Height adjustment when native component installation；

Step 2. lifts：The second reinforcing bar 12 to be connected of lower part insertion top assembled is corresponded using mirror observation to mix In the grout sleeve 5 of solidifying soil component, assembly concrete component is slowly placed on adjustable cushion block 20 using tower crane later；

Step 3. installation site is corrected and is fixed：The bearing diagonal of fixing assembling formula concrete component is installed, and corrects assembly Formula concrete component verticality；

Step 4. grouting join domain sealing：Due to being placed with adjustable cushion block 20 in connecting portion base surface, therefore connecting Grouting join domain is formed between position base surface and assembly concrete component, using rubber strip 14 and seat slurry 10 to grouting Join domain surrounding does encapsulation process, and wherein rubber strip 14 does interlayer, on the one hand can be used as a slurry 10 and grouting material 13 separates Layer, is on the other hand convenient for control seat slurry 10 to smear depth, and grouting join domain and 5 inner space of each grout sleeve form grouting It is connected to chamber；

As shown in Figure 10, adjustable cushion block includes pedestal 201, offers screw hole on pedestal 201, is fixed in screw hole Screw rod 202,202 top of screw rod is fixed with gasket 203, and by turn screw rod 202, band mobile gasket 203 lifts, to realize cushion block 20 adjustable for height purposes.

Step 5. is in the milk：After slurry 10 reaches regulation curing time, one is selected on assembly concrete component Grout hole 521 uses plug in time by grouting pump pressure grouting into sleeve 5 when grouting material 13 is overflowed from gas vent 511 Gas vent 511 is blocked, grouting pump is always maintained at grouting pressure when closure, is in the milk into sleeve 5, and grouting material 13 passes through connection of being in the milk Region enters in other grout sleeves 5, when there is the spilling of grouting material 13 in other grout holes 521 and gas vent 511, carries out in time It blocks, until thering is grouting material 13 to overflow in all grout holes 521 and gas vent 511 and stopping being in the milk again after blocking securely, is in the milk It when pump extracts grout hole 521, should also block immediately, grouting material 13 completes grouting operation full of grouting connection chamber at this time；

Step 6. conserves：After grouting material 13 reaches the curing time of design code, you can realize assembly concrete component Installation.

Basic principles, main features, and advantages of the present invention has been shown and described above.One's own profession The technical staff of industry is it should be appreciated that the present utility model is not limited to the above embodiments, described in above embodiments and description Only the principles of the present invention, on the premise of not departing from the spirit and scope of the utility model the utility model also have respectively Kind changes and improvements, these changes and improvements are both fallen in claimed the scope of the utility model.The requires of the utility model Protection domain defined by appended claims and its equivalent.

Claims (8)

1. a kind of antidetonation assembly self-locking rolls half grout sleeve, it is characterised in that：Including sleeve (5), steel pipe changeover portion (7), Self-locking steel skeleton (4)；

The sleeve (5) includes non-grouting linkage section (51) and grouting linkage section (52)；The outer wall of the grouting linkage section (52) Circumferential direction is equipped with multiple tracks groove (523), and ring-stiffened rib (2) is fixed in groove (523), and inner wall circumferential direction is equipped with multiple tracks fin (522)；

One section of tube body of the steel pipe changeover portion (7) is fixed in non-grouting linkage section (51), and another section of tube body stretches out non-grouting Linkage section (51) is formed and the rolling section (71) of the first reinforcing bar (11) rolling connection to be connect outside；

The steel skeleton includes longitudinally guiding reinforcing bar (41), tilts steel branch (42), circumferential fixed steelring (43)；More longitudinally guidings Reinforcing bar (41) and the cylindrical keel of multiple circumferential fixed formation of fixed steelrings (43)；The more inclination steel branches (42) are along keel ring Radiotropism, which is in tilted layout, fixes, and one end be in keel, forms interior hangnail (421), and more interior hangnails (421) surround for the The channel that two reinforcing bars (12) to be connected pass through, the channel diameter is less than the diameter of the second reinforcing bar (12) to be connected, at the other end In outside keel, to form outer hangnail (422)；The outline diameter that outer hangnail (422) surrounds is more than the inner cavity of grouting linkage section (52) Diameter；

After the steel skeleton (4) is inserted into grouting linkage section (52), outer hangnail (422) pushes against grouting linkage section (52) inner wall, leads to Road and steel pipe changeover portion (7) are coaxial.

2. a kind of antidetonation assembly self-locking according to claim 1 rolls half grout sleeve, it is characterised in that：The sleeve (5) it is process by rolling mode using seamless steel pipe, forms the groove (523) and fin (522).

3. a kind of antidetonation assembly self-locking according to claim 2 rolls half grout sleeve, it is characterised in that：The circumferential direction Ribbed stiffener (2) is formed using reinforced steel bar ring system；The diameter of section of the ring-stiffened rib (2) is more than groove (523) depth.

4. a kind of antidetonation assembly self-locking according to any one of claims 1 to 3 rolls half grout sleeve, it is characterised in that： One section of tube body of the steel pipe changeover portion (7) is connected through a screw thread fixation with non-grouting linkage section (51).

5. a kind of antidetonation assembly self-locking according to claim 4 rolls half grout sleeve, it is characterised in that：The steel pipe Changeover portion (7) length is the 1/2~4/5 of sleeve (5) total length, and steel pipe changeover portion (7) outer surface is equipped with thread segment, screw thread segment length Degree is the 1/4~1/3 of steel pipe transition section length.

6. a kind of antidetonation assembly self-locking according to any one of claims 1 to 3 rolls half grout sleeve, it is characterised in that： Grout hole (521) and gas vent (511) are offered respectively at the both ends of the grouting linkage section (52), and gas vent (511) is close The non-grouting linkage section (51).

7. a kind of antidetonation assembly self-locking according to claim 6 rolls half grout sleeve, it is characterised in that：The exhaust Hole (511) diameter is less than grout hole (521) diameter.

8. a kind of antidetonation assembly self-locking according to any one of claims 1 to 3 rolls half grout sleeve, it is characterised in that： The inclination steel branch (42) is fixed in multiple circumferential sections of the keel, uniformly distributed 4~8 of each section tilts steel branch (42).