CN109577316A - A kind of receiving limit sleeve - Google Patents
A kind of receiving limit sleeve Download PDFInfo
- Publication number
- CN109577316A CN109577316A CN201910020955.6A CN201910020955A CN109577316A CN 109577316 A CN109577316 A CN 109577316A CN 201910020955 A CN201910020955 A CN 201910020955A CN 109577316 A CN109577316 A CN 109577316A
- Authority
- CN
- China
- Prior art keywords
- limit sleeve
- plug
- accommodating
- sliding slot
- connection guide
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn
Links
- 238000003780 insertion Methods 0.000 claims abstract description 28
- 230000037431 insertion Effects 0.000 claims abstract description 28
- 230000004308 accommodation Effects 0.000 claims abstract description 24
- 238000012937 correction Methods 0.000 claims description 18
- 230000007704 transition Effects 0.000 claims description 9
- 239000011178 precast concrete Substances 0.000 description 15
- 230000002787 reinforcement Effects 0.000 description 13
- 239000011513 prestressed concrete Substances 0.000 description 8
- 229910000831 Steel Inorganic materials 0.000 description 7
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 7
- 239000010959 steel Substances 0.000 description 7
- 238000010586 diagram Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 5
- 239000004567 concrete Substances 0.000 description 4
- 230000008569 process Effects 0.000 description 4
- 239000002689 soil Substances 0.000 description 4
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 3
- 229910000754 Wrought iron Inorganic materials 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 210000003205 muscle Anatomy 0.000 description 3
- 230000009471 action Effects 0.000 description 2
- 238000003032 molecular docking Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 240000009087 Crescentia cujete Species 0.000 description 1
- 235000005983 Crescentia cujete Nutrition 0.000 description 1
- 235000009797 Lagenaria vulgaris Nutrition 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000001186 cumulative effect Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 210000002435 tendon Anatomy 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/24—Prefabricated piles
- E02D5/30—Prefabricated piles made of concrete or reinforced concrete or made of steel and concrete
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/52—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention discloses a kind of receiving limit sleeves, including accommodating limit sleeve ontology, the limit sleeve body interior that accommodates is equipped with the accommodation space for being inserted into connection guide, the inner wall for accommodating limit sleeve ontology is equipped with one or more sliding slot, the direction of the sliding slot is parallel with the axis direction of limit sleeve is accommodated, there is guiding sliding surface close to connection guide insertion end in the sliding slot, described to accommodate side inner wall opposite with connection guide insertion side on limit sleeve ontology equipped with the first internal screw thread, which has the advantages that intensity is high and grafting is reliable.
Description
Technical field
The present invention relates to a kind of concrete component connection structures, and in particular to a kind of receiving limit sleeve.
Background technique
In construction, the docking of precast concrete main reinforcement is essential process, in order to facilitate concrete
The rapid abutting joint of native stake, precast concrete pile both ends are usually fixed with mechanical splice, connect as shown in Figure 22 a for existing machinery
Head comprising receiving can be inserted in connection guide 2, intermediate nut 9, receiving limit sleeve 1, spring 4 and fastener 3, connection guide 2
The connection of concrete-pile is realized in limit sleeve 1, however existing receiving limit sleeve is ladder bushing shape structure, so that its intensity
It is lower, while as shown in figure 22b, when deviation occurs in the axis of the axis of connection guide and receiving limit sleeve, fastener is being accommodated
Inclination is easy in limit sleeve causes grafting to fail.
Summary of the invention
The it is proposed of the present invention in view of the above problems, and a kind of receiving limit sleeve of researching and designing, the technology hand that the present invention uses
Section is as follows:
A kind of receiving limit sleeve, including limit sleeve ontology is accommodated, described receiving limit sleeve ontology one end is inserted for connection guide
Entering end, the other end is plug fixing end, and the receiving limit sleeve body interior is equipped with the accommodation space for being inserted into connection guide,
The inner wall for accommodating limit sleeve ontology is equipped with more than one sliding slot, has in the sliding slot close to connection guide insertion end
The guiding sliding surface of taper, the receiving limit sleeve ontology plug fixing end have plug accommodating chamber；
Further, the internal diameter of the connection guide insertion end for accommodating limit sleeve ontology is oblique equipped with the first of taper
Face；
Further, the accommodation space includes directed cavity and plug correction chamber, and the sliding slot setting corrects chamber in plug
Inner wall on, the internal diameter of plug correction chamber is less than the internal diameter of directed cavity, is equipped between the plug correction chamber and directed cavity
Tapering transition face；
Further, the inner wall of the plug accommodating chamber is equipped with the first internal screw thread；
Further, the quantity of the sliding slot is 3-6, and the section of the sliding slot is sector, and the sector of the sliding slot is cut
The corresponding central angle in face is 30-60 degree；
Further, the inner wall of the directed cavity for accommodating limit sleeve ontology is equipped with the second internal screw thread；
Further, the inner wall of the accommodation space is equipped with third internal screw thread；
Further, the outside for accommodating limit sleeve ontology is prismatic；
Further, the guiding sliding surface is equipped with chuck；
Further, the outer wall for accommodating limit sleeve ontology is cylinder, on the outer wall for accommodating limit sleeve ontology
It is provided with the first external screw thread.
Compared with the prior art, receiving limit sleeve of the present invention has the advantages that 1, is accommodating limit sleeve
Inner wall be equipped with sliding slot, fastener is placed in sliding slot, increases so that accommodating the part wall thickness that limit sleeve does not have sliding slot, increases
The intensity for accommodating limit sleeve is added；2, fastener can only move in sliding slot, reduce the inclination due to fastener and grafting is caused to lose
A possibility that losing；3, accommodation space includes directed cavity and plug correction chamber, and plug corrects intracavitary diameter and is less than directed cavity internal diameter, is convenient for
To being corrected in connection guide insertion process；4, accommodating on the inner wall of the connection guide insertion side of limit sleeve has internal screw thread,
It can be with standing screw in order in the main reinforcement application prestressing force to precast concrete pile in internal screw thread；5, the outside of limit sleeve is accommodated
Be it is prismatic, increase and accommodate embracing for limit sleeve and precast concrete pile and wrap up in power；6, guiding sliding surface is equipped with chuck or cone spiral shell
Line can increase the frictional force between guiding sliding surface and fastener, improve the withdrawal resistance of mechanical splice.
Detailed description of the invention
Fig. 1 a is the structure chart of the first embodiment disclosed by the invention for accommodating limit sleeve；
Fig. 1 b is the right view of Fig. 1 a；
Fig. 1 c is the left view of Fig. 1 a；
Fig. 2 a is the structure chart with the disclosed mechanical splice for accommodating limit sleeve of the first embodiment；
Fig. 2 b is the sectional view in Fig. 2 a at A-A；
Fig. 3 is the structure chart for the connection guide in mechanical splice；
Fig. 4 a is the structure chart for the elastic component in mechanical splice；
Fig. 4 b is the top view of Fig. 4 a；
Fig. 5 a is the structure chart for the fastener in mechanical splice；
Fig. 5 b is sectional view at B-B in Fig. 5 a；
Fig. 6 a is the structure chart for plug in mechanical splice；
Fig. 6 b is the right view of Fig. 6 a；
Fig. 7 a is the mechanical splice that the receiving limit sleeve of chuck structure is equipped with guiding sliding surface disclosed by the invention
Structure chart；
Fig. 7 b is guiding sliding surface and the enlarged drawing at card contact surface in Fig. 7 a；
Fig. 8 a is the structure chart of second of embodiment disclosed by the invention for accommodating limit sleeve；
Fig. 8 b is the right view of Fig. 8 a；
Fig. 8 c is the left view of Fig. 8 a；
Fig. 9 a is the structure chart with the mechanical splice for accommodating limit sleeve disclosed in second of embodiment；
Fig. 9 b is the section view in Fig. 9 a at C-C；
Fig. 9 c is the mechanical splice Working state analysis that limit sleeve is accommodated with second；
Figure 10 a is the structure chart of the third embodiment disclosed by the invention for accommodating limit sleeve；
Figure 10 b is the right view of Figure 10 a；
Figure 10 c is the left view of Figure 10 a；
Figure 10 d is the structure chart with the mechanical splice for accommodating limit sleeve disclosed in the third embodiment；
Figure 11 is with the mechanical splice disclosed by the invention for accommodating limit sleeve for connecting presstressed reinforcing steel and presstressed reinforcing steel
Structure chart；
Figure 12 is with the mechanical splice disclosed by the invention for accommodating limit sleeve for connecting non-prestressing tendon and non-pre- answering
The structure chart of power muscle；
Figure 13 is with the mechanical splice disclosed by the invention for accommodating limit sleeve for connecting presstressed reinforcing steel and non-prestressed
The structure chart of muscle；
Figure 14 a is the structure chart of the 4th kind of embodiment disclosed by the invention for accommodating limit sleeve；
Figure 14 b is the right view of Figure 14 a；
Figure 15 a is the structure chart of the 5th kind of embodiment disclosed by the invention for accommodating limit sleeve；
Figure 15 b is the right view of Figure 15 a；
Figure 16 a is the structure chart with the mechanical splice for accommodating limit sleeve disclosed in the 5th kind of embodiment；
Figure 16 b is sectional view at E-E in Figure 16 a；
Figure 17 is with mechanical splice the showing for concrete-pile connection for accommodating limit sleeve disclosed in the 5th kind of embodiment
It is intended to；
Figure 18 is the enlarged drawing in Figure 17 at H；
Figure 19 is the structure chart of end plate；
Figure 20 a is the structure chart of the 6th kind of embodiment disclosed by the invention for accommodating limit sleeve；
Figure 20 b is with the mechanical splice for accommodating limit sleeve disclosed in the 6th kind of embodiment；
Figure 21 a is the structure chart of the 7th kind of embodiment disclosed by the invention for accommodating limit sleeve；
Figure 21 b is with the mechanical splice for accommodating limit sleeve disclosed in the 7th kind of embodiment；
Figure 22 a is the structure chart of the mechanical splice of the receiving limit sleeve with existing structure；
Figure 22 b is grafting of the limit sleeve of accommodating with existing structure in connection guide and receiving limit sleeve misalignment of axe
Schematic diagram；
Figure 23 is when being equipped with the precast concrete pile end of the mechanical splice of the prior art to tilt, and concrete-pile is inserted
The schematic diagram connect；
Figure 24 be the prior art mechanical splice occurred during grafting insertion schematic diagram, that is, in Figure 17 on
Schematic diagram when the mechanical splice grafting of side；
Figure 25 is the schematic diagram in Figure 24 after mechanical splice clamping.
In figure: 1, accommodating limit sleeve, 10, receiving limit sleeve ontology, 11, accommodation space, 12, sliding slot, 13, guiding sliding
Face, the 14, first internal screw thread, the 15, second internal screw thread, the 16, first external screw thread, 17, plug accommodating chamber, 18, flanging, 19, taper mistake
Face is crossed, 110, directed cavity, 111, plug correction chamber, 112, connection guide insertion end, 113, plug fixing end, 114, first tiltedly
Face, 115, third internal screw thread, 2, connection guide, 20, pedestal, 21, plug, 22, third tapered surface, 23, interconnecting piece, the 24, the 5th
Tapered surface, 3, fastener, the 30, first tapered surface, the 31, second tapered surface, 32, first end face, the 33, the 4th tapered surface, 34, fastener
Lateral surface, 4, elastic component, 40, spring-loaded pawl, 5, plug, 50, steel holding holes, 51, clamping part, 6, fixing sleeve, 7, main reinforcement, 8,
End plate, 80, receiving limit sleeve fixation hole, 81, main reinforcement fixation hole, 82, connection guide fixation hole, 9, intermediate nut.
Specific embodiment
Embodiment 1
As Fig. 1 a, Fig. 1 b and Fig. 1 c show receiving limit sleeve disclosed by the invention, including receiving limit sleeve ontology 10, institute
Stating and accommodating 10 one end of limit sleeve ontology is connection guide insertion end 112, and the other end is plug fixing end 113, the receiving limit
The accommodation space 11 being equipped with inside ontology 10 for being inserted into connection guide is covered, the inner wall for accommodating limit sleeve ontology 10 is equipped with
More than one sliding slot 12, in the present embodiment, the quantity of sliding slot be 3 and on the inner wall for accommodating limit sleeve ontology 10 it is circumferential
Cloth, the direction of the sliding slot 12 is parallel with the axis direction of limit sleeve ontology 10 is accommodated, close to connection guide in the sliding slot 12
Insertion end has the guiding sliding surface 13 of taper, described to accommodate one end opposite with connection guide insertion side on limit sleeve ontology 10
With plug accommodating chamber 17, the inner wall of plug accommodating chamber 17 is equipped with the first internal screw thread 14.
It, should as shown in Figure 2 a and 2 b to be structure chart with the mechanical splice of limit sleeve is accommodated disclosed in embodiment 1
Mechanical splice includes connection guide 2, accommodates limit sleeve 1, fastener 3, elastic component 4 and plug 5.The fastener 3 and elastic component 4 are placed in
In sliding slot 12, as shown in figures 4 a and 4b, in the present embodiment, elastic component is the bullet for the strip being bent to form by spring wire
Spring, there are two outward spring-loaded pawl 40, spring-loaded pawl can be contacted with the inner wall of sliding slot to prevent spring spring tool
It is skidded off from sliding slot.Spring is also possible to the elastic construction formed by combinations of materials such as spring wire and rubber.Such as Fig. 5 a and Fig. 5 b
The second cone shown, that the fastener 3 is equipped with the first tapered surface 30 contacted with guiding sliding surface 12, contacts with connection guide 2
Shape face 31 and the first end face 32 contacted with elastic component 4, as shown in figure 3, connection guide 2 includes pedestal 20 and plug 21, institute
It states pedestal 20 and is externally provided with external screw thread, the connection guide 2 and 3 contact position of fastener are third tapered surface 22, such as Fig. 6 a and Fig. 6 b institute
Show that there is external screw thread on plug 5, be threadedly coupled with the first internal screw thread 14 on the inner wall of plug accommodating chamber 17, the elastic component 4
One end is abutted with fastener 3, and the other end is abutted with plug 5, and the connection guide 2 can be inserted into accommodation space 11 and by elastic component 4
Fastener 3 is pushed between guiding sliding surface 13 and third tapered surface 22 and then is realized connection guide and accommodate limit sleeve by rebound to be connected
It connects.
Preferably, the quantity of the sliding slot 12 is 3-6, and the section of the sliding slot 12 is sector, the sector of the sliding slot
The corresponding central angle in section is 30-60 degree.
The outer wall for accommodating limit sleeve ontology 10 can be cylinder, it is preferable that the outside for accommodating limit sleeve ontology 10
Being positive, eight prisms, positive ten prism or positive 12 prism etc. are prismatic, and in the present embodiment, the outside for accommodating limit sleeve ontology 10 is
Positive ten prism.It is prismatic structures outside receiving limit sleeve, armful for accommodating limit sleeve and precast concrete pile end can be increased
Power is wrapped up in, bonding strength between mechanical splice and concrete-pile is increased.
Further, the inside of the connection guide insertion side of the fastener is equipped with the 4th tapered surface 33, then the section of fastener 3
For first tapered surface 30, the lateral surface 34 of fastener, first end face 32, the second tapered surface 31 and the 4th tapered surface 33 according to
It is secondary to connect the pentagonal configuration surrounded.The 4th tapered surface 33 is provided on fastener can be convenient in connection guide insertion, to slotting
Head play the guiding role, and is easily, fast and accurately inserted into.
Further, as shown in figs. 7 a and 7b, it accommodates and is additionally provided with chuck on the guiding sliding surface of limit sleeve.Prefabricated mixed
After solidifying soil stake is connected by mechanical splice, outside pulling capacity, work of the card in guiding sliding surface can be generated between concrete-pile
Under, card and connection guide can generate opposite sliding, therefore can reduce the withdrawal resistance of mechanical splice, shown in Fig. 7 a and Fig. 7 b
To be machined with reciprocal latch structure on slide-and-guide face, it is preferred that along accommodate limit sleeve accommodation space to accommodate limit sleeve outer diameter
Direction on, the tooth height of latch gradually increases, that is, latch as shown in Figure 7b tooth height beyond the height of dotted line in figure by
It is cumulative to add.The latch gradually increased is processed on guiding sliding surface, as shown in Figure 7b, when card enters guiding sliding surface and plug
Between after, the lateral surface 34 of card is contacted with adjacent latch, so can prevent card guiding sliding surface and plug between
Sliding, ensure that the clamping of mechanical splice is secured.
Embodiment 2
As shown in Fig. 8 a, Fig. 8 b and Fig. 8 c, for second of embodiment disclosed by the invention for accommodating limit sleeve, the embodiment
With embodiment 1 the difference lies in that the internal diameter of the accommodation space in embodiment 1 for being inserted into connection guide is constant, in this implementation
In example, accommodation space 11 includes directed cavity 110 and plug corrects chamber 111, and the sliding slot 12 is arranged in plug correction chamber 111
On wall, the internal diameter of the plug correction chamber 111 is less than the internal diameter of directed cavity 110, sets between the plug correction chamber and directed cavity
There is tapering transition face 19.As shown in figure 3, in general, also there is connection between the pedestal 20 and plug 21 of connection guide
Portion 23, the outer diameter of interconnecting piece 23 is greater than the size of 21 outer diameter of plug, when connection guide, which is inserted into, to be accommodated in limit sleeve, plug and appearance
Limit sleeve inner wall of receiving has biggish gap, so that connection guide is made easily with respect to limit sleeve inclination is accommodated during grafting
Fail at grafting, if Fig. 9 a, Fig. 9 b and Fig. 9 c show the mechanical splice for accommodating limit sleeve with second of structure, by institute
The internal diameter for stating plug correction chamber 111 is less than the internal diameter of directed cavity 110, is equipped with taper between directed cavity 111 and plug correction chamber 110
Transition face 19 is equipped with the 5th tapered surface 24 between interconnecting piece 23 and plug 21.As can be seen that when connection guide and holding from Fig. 9 c
It receives after limit sleeve grafting, plug enters in plug correction chamber, and interconnecting piece is placed in directed cavity, at this point, plug and receiving limit sleeve
The distance between inner wall z1 is less than the distance between plug and receiving limit sleeve inner wall z2 in the first structure, and (z2 shows in fig. 2 a
Out), it therefore reduces plug and accommodates the gap between limit sleeve inner wall, can reduce connection guide in accommodating limit sleeve
Radial motion (in figure shown in m-m arrow) ensure that grafting process so that plug correction chamber plays corrective action to grafting process
Reliability.Meanwhile after connection guide is inserted into and accommodates limit sleeve, the 5th tapered surface 24 and the receiving limit sleeve of connection guide
Tapering transition face 19 abuts, the interaction in tapering transition face and the 5th tapered surface, so that accommodating limit sleeve during grafting
Axis y-y be corrected and be overlapped with the axis x-x of connection guide, guarantee grafting quality.
When mechanical splice is connected for concrete-pile, need that circumferentially multiple machinery connect in the end of concrete-pile
Head, when precast concrete pours, the case where inclination there are concrete end face and concrete-pile axis, due to connection guide be
Concrete-pile is mounted on concrete-pile end face after pouring, therefore can guarantee the plug of connection guide by measuring
End is in same plane, and accommodating limit sleeve is to be cast in concrete-pile, after concrete-pile pours, accommodates the position of limit sleeve
It sets and is defined.Therefore, as shown in figure 23, when the end face of concrete-pile tilts, in the figure, the stake of connection guide is installed
End face is vertical with stake axis (expression passes through precise measurement, it is ensured that the end face of plug is consistent at a distance from stake end face), installation
There is the stake end slope for accommodating limit sleeve, when two stakes are attached by form shown in Figure 23, upside in Figure 23
Connection guide insertion in mechanical splice will appear the state of insertion when accommodating in limit sleeve, i.e., as shown in Figure 24, when even
After guide rod insertion accommodates in limit sleeve, between the guiding sliding surface in the guide rod card access surface on connection guide and receiving limit sleeve
Distance it is excessive so that the fastener sliding surface of card and fastener card access surface can not connect with guiding sliding surface and guide rod card access surface simultaneously
Touching, so that occurring gap (Z5 in figure) between fastener card access surface and guide rod card access surface, that is, card can not lead connection at this time
Bar and receiving limit sleeve clamping after connection guide, which is inserted into, to be accommodated in limit sleeve, need outside to connection guide as shown in figure 25
Drawing is carried out, in order to which card by connection guide and accommodates limit sleeve clamping, when drawing that connection guide is outside, two docking
Concrete-pile end face can generate gap Z4 of corresponding size (distance of the outside drawing of connection guide), cause concrete-pile to connect
It is not firm.
Connection guide includes the interconnecting piece of pedestal, plug and the connection pedestal and plug, the interconnecting piece and plug it
Between be equipped with taper the 5th tapered surface, it is described accommodate limit sleeve connection guide insertion end internal diameter be equipped with taper taper mistake
Face is crossed, when connection guide, which is inserted into, accommodates limit sleeve, the 5th tapered surface is abutted with tapering transition face.That is, even
When guide rod insertion is accommodated in limit sleeve, tapering transition face can limit connection guide, and to accommodating, limit sleeve inside is further to be inserted
Enter in (direction shown in n arrow in figure), i.e., tapering transition plays the role of downlink limit in face of connection guide, can prevent from connecting
Guide rod is crossed to be inserted into and accommodates in limit sleeve and lead to the problem of above-mentioned connection guide and cross insertion and an end face is caused gap occur.
In general, the end that limit sleeve 1 needs to be cast in precast concrete pile is accommodated, therefore, further,
Also there is the second internal screw thread 15 can pass through spiral shell in bolt and second in casting concrete stake on the internal diameter of directed cavity 110
Line connection is in order to limit the position for accommodating limit sleeve in concrete-pile mold, to complete pouring for concrete-pile.
Embodiment 3
As shown in Figure 10 a, Figure 10 b and Figure 10 c, for the third structure chart disclosed by the invention for accommodating limit sleeve, the reality
Example is applied with embodiment 1 the difference lies in that the internal diameter of the connection guide insertion end for accommodating limit sleeve ontology 10 is equipped with cone
First inclined-plane 114 of shape is equipped with third internal screw thread 115 on the inner wall of the whole length of accommodation space.
It is as shown in fig. 10d the mechanical construction drawing that limit sleeve is accommodated with the third, as shown in the figure when connection guide is inserted into
When accommodating in limit sleeve, the 5th tapered surface 24 of connection guide is abutted with the first inclined-plane 114.Connection guide is played on first inclined-plane
Guiding and downlink position-limiting action can prevent the crossing insertion of connection guide and cause the appearance gap Z4 described in embodiment 2
Situation.
Precast concrete pile is divided into prestressed-concrete pile and non-prestressed concrete stake, and prestressed-concrete pile is carrying out
When pouring, need to apply prestressing force to main reinforcement.In example 2, there is screw thread in directed cavity, but since length is shorter, because
The intensity of this screw thread is not enough to apply prestressing force to the main reinforcement of concrete-pile.
In the present embodiment, due to being all machined with interior spiral shell on the inner wall of entire accommodation space for accommodating limit sleeve ontology
Line, therefore can be connect by bolt with receiving limit sleeve when concrete-pile is poured and apply prestressing force to it, then carried out
It pours, can be obtained prestressed-concrete pile.
As Figure 11, Figure 12 and Figure 13 are shown with the mechanical splice disclosed by the invention for accommodating limit sleeve for prefabricated mixed
The structure chart of solidifying soil stake connection, as shown, the pedestal 20 of connection guide 2 is connect by external screw thread with fixing sleeve 6, fixing sleeve 6
The other end is connected with main reinforcement 7, and steel holding holes 50 are provided on plug 5, main reinforcement 7 is connected on plug.Gu muscle set and receiving limit
Position set is separately fixed at the both ends of precast concrete pile, can quickly be realized by the mechanical splice with the receiving limit sleeve
The grafting of concrete-pile.It is prefabricated to be used for the mechanical splice for accommodating limit sleeve disclosed in embodiment 3 shown in Figure 11
The structure chart of concrete-pile, as shown, the pier nose chuck connecting with PC rod iron is provided on fixing sleeve, the reinforcing bar on plug 5
Fixation hole 50 is also the pier nose chuck connecting with PC rod iron, and prestressed-concrete pile may be implemented with this configuration and prestressing force is mixed
The quick connection of solidifying soil stake.
The threaded hole connecting with screw-thread steel, the steel holding holes 50 on plug 5 are provided in Figure 12 on fixing sleeve
Also to be provided with the threaded hole connecting with screw-thread steel, which may be implemented to mix with non-prestressed concrete stake with non-prestressed
The quick grafting of soil stake is coagulated, the limit sleeve that accommodates in Figure 12 is the structure in embodiment 3, which can also use embodiment
1 and embodiment 2 in receiving limit sleeve structure.
The pier nose chuck connecting with PC rod iron is provided in Figure 13 on fixing sleeve, the steel holding holes 50 on plug 5 be with
The quick grafting of prestressed-concrete pile Yu non-prestressed concrete stake may be implemented in the threaded hole of screw-thread steel connection, the structure.
The structure connecting with reinforcing rib on fixing sleeve and plug, can according to need and chosen, and be not limited to three kinds described above
Situation.
Embodiment 4
As shown in Figure 14 a and Figure 14 b, for the 4th kind of embodiment disclosed by the invention for accommodating limit sleeve, including receiving limit
Position set ontology 10, it is described to accommodate the accommodation space 11 being equipped with inside limit sleeve ontology 10 for being inserted into connection guide, accommodation space
Internal diameter it is constant, the inner wall for accommodating limit sleeve ontology 10 is equipped with one or more sliding slot 12, in the present embodiment,
The quantity of sliding slot is 3 and is circumferentially evenly distributed on the inner wall for accommodating limit sleeve ontology 10 that the direction of the sliding slot 12 and receiving limit
The axis direction of position set 1 is parallel, has guiding sliding surface 13 close to connection guide insertion end in the sliding slot 12, and the plug holds
Receiving has the first internal screw thread 14 on the inner wall of chamber 17, and the outer wall for accommodating limit sleeve ontology 10 is cylindrical and is provided with first above
External screw thread 16.
Preferably, the quantity of the sliding slot 12 is 3-6, and the section of the sliding slot 12 is sector, the sector of the sliding slot
The corresponding central angle in section is 30-60 degree.
Embodiment 5
As Figure 15 a and Figure 15 b show the 5th kind of embodiment disclosed by the invention for accommodating limit sleeve, including receiving limit
Ontology 10 is covered, it is described to accommodate the accommodation space 11 being equipped with inside limit sleeve ontology 10 for being inserted into connection guide, accommodation space 11
Chamber 111 is corrected including directed cavity 110 and plug, the sliding slot 12 is arranged on the inner wall of plug correction chamber 111, the plug school
The internal diameter of positive chamber 111 is less than the internal diameter of directed cavity 110, the inner wall for accommodating limit sleeve ontology 10 be equipped with one or two with
On sliding slot 12, in the present embodiment, the quantity of sliding slot is 3 and circumferentially uniformly distributed on the inner wall for accommodating limit sleeve ontology 10, institute
The direction for stating sliding slot 12 is parallel with the axis direction of limit sleeve 1 is accommodated, and has in the sliding slot 12 close to connection guide insertion end
It is oriented to sliding surface 13, there is the first internal screw thread 14 on the inner wall of the plug accommodating chamber 17, accommodate the outer wall of limit sleeve ontology 10
It is cylindrical and be provided with the first external screw thread 16 above.
Further, it is preferable to ground, the quantity of the sliding slot 12 is 3-6, and the section of the sliding slot 12 is sector, the cunning
The corresponding central angle of the sector crosssection of slot is 30-60 degree.
As shown in fig 16 a and fig 16b for the mechanical splice for accommodating limit sleeve disclosed in embodiment 4 and embodiment 5
Structure chart, the receiving limit nested structure in figure is the structure in embodiment 5, including connection guide 2, accommodates limit sleeve 1, fastener
3, elastic component 4 and plug 5, this part are identical as the mechanical splice in embodiment 1.
As shown in Figure 17, Figure 18 and Figure 19, for the machinery for accommodating limit sleeve disclosed in embodiment 4 or embodiment 5
Connector is used for the structure chart of precast concrete pile connection, including two end plates 8, as shown in figure 19, has multiple circumferential directions on end plate 8
Receiving limit sleeve fixation hole 80, main reinforcement fixation hole 81 and the connection guide fixation hole 82 of arrangement accommodate 80 He of limit sleeve fixation hole
Main reinforcement fixation hole 81 is connected to form calabash shaped structure, and end plate is fixed on the both ends of precast concrete pile, and the main reinforcement of end plate is solid
Determine hole 81 to be fixedly connected with the main reinforcement in precast concrete pile, main reinforcement is not shown in the figure, in two end plates, one of end plate
On receiving limit sleeve fixation hole 80 and accommodate limit sleeve 1 the first external screw thread 16 be spirally connected, the connection guide on another end plate
Connection guide 2 is bolted on fixation hole 82, when two precast concrete piles dock, connection guide insertion is accommodated in limit sleeve,
To realize the quick connection of precast concrete pile.Structure disclosed in Figure 17, Figure 18 and Figure 19 is equally applicable in embodiment 4 public
The structure for the receiving limit sleeve opened, is not described in detail herein.
Embodiment 6
It is as illustrated in fig. 20 the 6th kind of embodiment disclosed by the invention for accommodating limit sleeve, including accommodates limit sleeve ontology
10, described to accommodate the accommodation space 11 being equipped with inside limit sleeve ontology 10 for being inserted into connection guide, the internal diameter of accommodation space is not
Becoming, the inner wall for accommodating limit sleeve ontology 10 is equipped with one or more sliding slot 12, in the present embodiment, the number of sliding slot
Amount is for 3 and circumferentially uniformly distributed on the inner wall for accommodating limit sleeve ontology 10, the direction of the sliding slot 12 and the axis for accommodating limit sleeve 1
Line direction is parallel, has guiding sliding surface 13 close to connection guide insertion end in the sliding slot 12, accommodates limit sleeve ontology 10
Outer wall is cylindrical and is provided with the first external screw thread 16 above, and the inner wall of the plug accommodating chamber 17 is smooth inner wall.
Be as shown in fig. 20b the mechanical splice of the receiving limit sleeve with the 6th kind of embodiment, connection guide 2, fastener 3 with
And elastic component 4 is identical with embodiment 4 or embodiment 5, the difference lies in that plug passes through outer spiral shell in embodiment 4 or embodiment 5
Line is threadedly coupled with plug accommodating chamber, and in the present embodiment, the thickness of plug is less than the depth of plug accommodating chamber, plug and receiving
The connection type of limit sleeve is that plug is placed in plug accommodating chamber and carries out being stamped and formed out flanging 18, flanging to guide sleeve ontology
18 are fixed on plug in plug accommodating chamber.
Embodiment 7
As Figure 21 a and Figure 21 b show the 7th kind of embodiment disclosed by the invention for accommodating limit sleeve, the embodiment and reality
Apply example six the difference lies in that the internal diameter of accommodation space is constant in embodiment six, and in the present embodiment, accommodation space 11 includes guiding
Chamber 110 and plug correct chamber 111, and the sliding slot 12 is arranged on the inner wall of plug correction chamber 111, and the plug corrects chamber 111
Internal diameter be less than the internal diameter of directed cavity 110, the structure at this is in the same manner as in Example 2.
Chuck anti-skid structure can be processed on the guiding sliding surface of receiving limit sleeve of the embodiment 2 into embodiment 7, is had
Body structure is identical as chuck structure in embodiment 1, is no longer described in detail one by one.
Embodiment described above only describe the preferred embodiments of the invention, not to model of the invention
It encloses and is defined, without departing from the spirit of the design of the present invention, those of ordinary skill in the art are to technical side of the invention
The various changes and improvements that case is made should all be fallen into the protection scope that claims of the present invention determines.
Claims (10)
1. a kind of receiving limit sleeve, including accommodate limit sleeve ontology (10), it is characterised in that: the receiving limit sleeve ontology (10)
One end is connection guide insertion end, and the other end is plug fixing end, is equipped with inside the receiving limit sleeve ontology (10) for inserting
Enter the accommodation space (11) of connection guide, the inner wall for accommodating limit sleeve ontology (10) is equipped with more than one sliding slot
(12), there is in the sliding slot (12) close to connection guide insertion end the guiding sliding surface (13) of taper, the receiving limit sleeve
The plug fixing end of ontology (10) has plug accommodating chamber (17).
2. receiving limit sleeve according to claim 1, it is characterised in that: the connection for accommodating limit sleeve ontology (10) is led
The internal diameter of bar insertion end is equipped with the first inclined-plane (114) of taper.
3. receiving limit sleeve according to claim 1, it is characterised in that: the accommodation space (11) includes directed cavity
(110) it is arranged on the inner wall of plug correction chamber (111) with plug correction chamber (111), the sliding slot (12), the plug correction
The internal diameter of chamber (111) is less than the internal diameter of directed cavity (110), is equipped with cone between plug correction chamber (111) and directed cavity (110)
Shape transition face (19).
4. receiving limit sleeve according to claim 1, it is characterised in that: the inner wall of the plug accommodating chamber is equipped with first
Internal screw thread.
5. receiving limit sleeve as claimed in any of claims 1 to 4, it is characterised in that: the quantity of the sliding slot is
3-6, the section of the sliding slot is sector, and the corresponding central angle of the sector crosssection of the sliding slot is 30-60 degree.
6. receiving limit sleeve according to claim 3, it is characterised in that: it is described accommodate limit sleeve ontology directed cavity it is interior
Wall is equipped with the second internal screw thread.
7. receiving limit sleeve according to claim 2, it is characterised in that: the inner wall of the accommodation space is equipped in third
Screw thread.
8. receiving limit sleeve according to claim 6 or 7, it is characterised in that: the outside for accommodating limit sleeve ontology is
It is prismatic.
9. receiving limit sleeve according to claim 1, it is characterised in that: the guiding sliding surface is equipped with chuck.
10. receiving limit sleeve as claimed in any of claims 1 to 4, it is characterised in that: the receiving limit sleeve sheet
The outer wall of body is cylinder, is provided with the first external screw thread on the outer wall for accommodating limit sleeve ontology.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910020955.6A CN109577316A (en) | 2019-01-09 | 2019-01-09 | A kind of receiving limit sleeve |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910020955.6A CN109577316A (en) | 2019-01-09 | 2019-01-09 | A kind of receiving limit sleeve |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109577316A true CN109577316A (en) | 2019-04-05 |
Family
ID=65916005
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910020955.6A Withdrawn CN109577316A (en) | 2019-01-09 | 2019-01-09 | A kind of receiving limit sleeve |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109577316A (en) |
-
2019
- 2019-01-09 CN CN201910020955.6A patent/CN109577316A/en not_active Withdrawn
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108360546B (en) | A kind of architectural engineering fixes device with pile foundation | |
| CN109653195A (en) | A kind of mechanical splice | |
| CN108824422A (en) | Precast concrete resistance to plucking connector and Hybrid connections structure | |
| US5392582A (en) | Mortar grouting type connector for reinforcing bars | |
| CN209555916U (en) | A kind of receiving limit sleeve | |
| CN212294638U (en) | Tooth mechanical joint and concrete pile connection structure | |
| CN109577316A (en) | A kind of receiving limit sleeve | |
| CN108979006A (en) | Precast concrete connector | |
| CN205444181U (en) | Cast member connector | |
| CN109750661A (en) | A kind of clamping structure and mechanical splice for mechanical splice | |
| CN209703484U (en) | A kind of mechanical splice and precast concrete pile | |
| CN108978886A (en) | Concrete component grafting connector and connection structure | |
| CN209145155U (en) | Concrete component mechanical splice | |
| CN208763007U (en) | Concrete component jointing | |
| CN109958125A (en) | A kind of precast concrete pile connection structure | |
| CN209482595U (en) | Precast concrete connector | |
| CN205475212U (en) | Anti -floating pile hybrid connection structure | |
| CN108979007A (en) | Concrete component mechanical splice | |
| CN209482599U (en) | A kind of receiving guide sleeve | |
| CN214005661U (en) | Connecting assembly and connecting sleeve thereof | |
| CN212336001U (en) | Sawtooth-shaped tubular pile quick connector | |
| KR20190027066A (en) | Reinforcing rod a coupling device for hooped reinforcement | |
| CN209669853U (en) | A kind of clamping structure and mechanical splice for mechanical splice | |
| CN221523546U (en) | Butt joint component of prestressed concrete pipe pile | |
| CN207812440U (en) | A kind of prefabricated pile playing swollen engagement mechanism quick coupling and its connection |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20200722 Address after: No.1 Xiangnan East Road, Nansha Industrial Park, Jingang town, Zhangjiagang City, Suzhou City, Jiangsu Province Applicant after: Tianhai steel bar (Zhangjiagang) Co., Ltd Address before: 434000 Jingzhou city of Hubei province Shashi Town Village two groups Cen Chen No. 370 Applicant before: Yuan Xuefeng |
|
| TA01 | Transfer of patent application right | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20190405 |
|
| WW01 | Invention patent application withdrawn after publication |