CN208396002U - Connection component and its assembled architecture between a kind of concrete frame - Google Patents
Connection component and its assembled architecture between a kind of concrete frame Download PDFInfo
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- CN208396002U CN208396002U CN201821024764.4U CN201821024764U CN208396002U CN 208396002 U CN208396002 U CN 208396002U CN 201821024764 U CN201821024764 U CN 201821024764U CN 208396002 U CN208396002 U CN 208396002U
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- sleeve
- stop bit
- concrete frame
- bit part
- connection
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Abstract
The utility model discloses the connection components between a kind of concrete frame, it includes connection sleeve (1), is inserted on the exposed connection rod iron of a concrete frame；Sleeve stop bit part (2) is arranged on the connection rod iron for being fixed on and being cased with connection sleeve (1) on concrete frame；And connectivity kit (3), it is arranged and is fixed on the exposed connection rod iron of another concrete frame；Wherein, connection sleeve (1) has the internal channel (111) passed through for the exposed connection rod iron of concrete frame, one of internal channel (111) is small head section, sleeve stop bit part (2) is used as to engage to shake off to prevent to connect sleeve (1) with small head section connects rod iron out, the other end of internal channel (111) is big head section, and big head section is connected and fixed by one of sleeve stop bit part (2) and connectivity kit (3).Improve the firmness between assembly connection.
Description
Technical field
The utility model relates to the connection components and its assembled architecture between a kind of concrete frame.
Background technique
Assembled architecture is built made of assemble in site as pre-constructed unit.A large amount of pre-constructed unit is processed by Workshop Production
It completes, to implement the assembly between pre-constructed unit, assembly between pre-constructed unit and pre-constructed unit, one of them core is prefabricated portion
Butt Assembling between the reinforcing bar exposed on part.
A kind of mortar-filled reinforcing joint is disclosed in the prior art, and structure includes tubular sleeve and adaptedly inserts
To the sealing element at tubular sleeve both ends, it is arranged on tubular sleeve accordingly for the charging port of mortar injection, is formed on sealing element
For the through-hole of reinforcing bar insertion, one of a reinforcing bar passes through a sealing element and by its clamping, and sealing element is inserted into and compresses in company with reinforcing bar
Cooperation is in one of tubular sleeve, and one of another reinforcing bar passes through another sealing element and by its clamping, and sealing element is in company with reinforcing bar
It is inserted into and compression fit is in the other end of tubular sleeve.Tubular sleeve is only reached by the mortar being set in tubular sleeve
The connection purpose of reinforcing bar between both ends, the firmness of the connection of entire joint structure are to be improved.
Utility model content
The technical problems to be solved in the utility model is to provide the connection component between a kind of concrete frame, uses the company
Connected components connect two concrete frames, help the firmness of the connection for promoting assembly connection.
In order to solve the above technical problems, technical solution provided by the utility model are as follows: the connection between a kind of concrete frame
Component, it includes connecting sleeve to be inserted in the exposed connection rod iron of a concrete frame by internal channel with internal channel
On；Sleeve stop bit part, as be arranged be fixed on be cased on concrete frame connection sleeve connection rod iron on；And connector sleeve
Part is fixed on the exposed connection rod iron of another concrete frame as being arranged；Wherein, one of internal channel is microcephaly
Section, sleeve stop bit part is used as to engage to shake off to prevent to connect sleeve with small head section connects rod iron out, and the other end of internal channel is big
Head section, big head section are connected and fixed by one of sleeve stop bit part and connectivity kit.
Further, between the big head section of internal channel and sleeve stop bit part and the small head section of internal channel and concrete frame
It connects between rod iron, leaves and make the mobile space that moves radially for connection sleeve, the mobile space is connected with adjusting
Sleeve in connection rod iron position radially engage connection one, sleeve with sleeve stop bit part, other end with connect
External member is connected and fixed.
Further, sleeve stop bit part is formed by undergauge end close to that of its concrete frame for radial diminution；
The diameter of the undergauge end maximum of sleeve stop bit part is greater than the diameter at the small head section minimum of internal channel, less than or equal to internal channel
The diameter of small head section maximum.
Further, sleeve stop bit part is formed by undergauge close to that of its concrete frame for radial gradually reduce
End；
The small head section of internal channel radially gradually expands the annular chuck of formation,
The undergauge end of annular chuck and sleeve stop bit part compresses clamping.
Further, the internal channel wall surface for constituting the annular chuck can be tight with the periphery wall at the undergauge end of sleeve stop bit part
Patch；The diameter of the maximum at the undergauge end of the sleeve stop bit part is less than or equal to the diameter of the maximum of the annular chuck, greatly
Diameter at the minimum of the annular chuck.
Further, the taper of annular chuck is identical as the taper at undergauge end of sleeve stop bit part；The maximum of annular chuck
The diameter at place be equal to sleeve stop bit part undergauge end maximum diameter, the undergauge end of the sleeve stop bit part minimum at
Diameter is equal to the diameter at the minimum of the annular chuck.
Further, the both ends of sleeve stop bit part are that radial diminution is formed by preceding undergauge end and rear undergauge end, rear undergauge
It holds close to its concrete frame, preceding undergauge end is far from its concrete frame；The diameter of the rear undergauge end maximum of sleeve stop bit part
Greater than the diameter at the small head section minimum of internal channel, less than or equal to the diameter of the small head section maximum of internal channel.
Further, that capitiform cyclization connected in star of the connectivity kit far from its concrete frame, the annular are recessed
The width ecto-entad of slot is tapered, the outer profile and kiss at the preceding undergauge end of sleeve stop bit part described in the Internal periphery of annular groove
It closes.
Further, it is formed on sleeve stop bit part by the widened expansion section of sleeve stop bit part outward radial, expansion section is supported
To prevent connection sleeve from shaking off out from connection rod iron in the small head section of the internal channel.
Further, the connection sleeve is equipped with the injected hole being connected to internal channel, the internal channel, sleeve stop bit part
Storage slurry gap can be formed between connectivity kit three, the injected hole is connected to storage slurry gap.
Further, sleeve stop bit part be cased with the connection rod iron threaded for connecting sleeve；One of connectivity kit with
The exposed connection rod iron threaded of concrete frame；The big head section of internal channel is formed with internal screw thread, sets in connectivity kit
There is the external screw thread with the screw-internal thread fit of the big head section of internal channel.
Design using the above structure, compared with prior art, have the advantage that two concrete frames assembly when
It waits, the internal channel for connecting sleeve is designed to one as small head section, and other end is big head section, and the sleeve stop bit part connected on rod iron is used
That engaging for making connection sleeve corresponding with small head section connects rod iron to prevent connection sleeve from shaking off out, and big head section is corresponding
Connecting sleeve, that is then connected and fixed with one of connectivity kit.Connect sleeve, sleeve stop bit part and connectivity kit three
Between exist be connected with each other on the basis of, with the exposed connection rod iron of concrete frame there is also connect matching relationship, base
In connection sleeve, the position of sleeve stop bit part and connectivity kit three, structure and pass through above-mentioned assembly method, completes two
Connection between the connection rod iron of concrete frame improves the firmness of the connection between the connection rod iron of two concrete frames, thus
It ensure that the connection reliability between two concrete frames.
Detailed description of the invention
Fig. 1 is the overall structure diagram of the utility model embodiment one.
Fig. 2 be the utility model embodiment one a concrete frame on be inserted in the structural schematic diagram of locking member.
Fig. 3 is the overall structure diagram that upper joint sleeve cylinder is covered on the basis of Fig. 2.
Fig. 4 is the overall structure diagram of fixes sleeve stop bit part on the basis of Fig. 3.
Fig. 5 be the utility model embodiment one another concrete frame on be inserted in the structural schematic diagram of connectivity kit.
Overall structure diagram when Fig. 6 is the assembly of one zero deflection of the utility model embodiment.
Fig. 7 is overall structure diagram when the utility model embodiment one has deviation assembly.
Fig. 8 is the overall structure diagram of the utility model embodiment two.
Fig. 9 is the structural schematic diagram of a concrete frame of the utility model embodiment two.
Figure 10 is the overall structure diagram that upper joint sleeve cylinder is covered on the basis of Fig. 9.
Figure 11 is the overall structure diagram of fixes sleeve stop bit part on the basis of Figure 10.
Figure 12 be the utility model embodiment two another concrete frame on be inserted in the structural schematic diagram of connectivity kit.
Overall structure diagram when Figure 13 is the assembly of two zero deflection of the utility model embodiment.
Figure 14 is overall structure diagram when the utility model embodiment two has deviation assembly.
Figure 15 is the overall structure diagram of the utility model embodiment three.
Figure 16 be the utility model embodiment three a concrete frame on be inserted in the structural schematic diagram of locking member.
Figure 17 is the overall structure diagram that upper joint sleeve cylinder is covered on the basis of Figure 16.
Figure 18 is the overall structure diagram of fixes sleeve stop bit part on the basis of Figure 17.
Figure 19 be the utility model embodiment three another concrete frame on be inserted in the structural schematic diagram of connectivity kit.
Overall structure diagram when Figure 20 is the assembly of three zero deflection of the utility model embodiment.
Figure 21 is overall structure diagram when the utility model embodiment three has deviation assembly.
Figure 22 is the overall structure diagram of the utility model embodiment four.
Figure 23 is the structural schematic diagram of a concrete frame of the utility model embodiment four.
Figure 24 is the overall structure diagram that upper joint sleeve cylinder is covered on the basis of Figure 23.
Figure 25 is the overall structure diagram of fixes sleeve stop bit part on the basis of Figure 24.
Figure 26 be the utility model embodiment four another concrete frame on be inserted in the structural schematic diagram of connectivity kit.
Overall structure diagram when Figure 27 is the assembly of four zero deflection of the utility model embodiment.
Figure 28 is overall structure diagram when the utility model embodiment four has deviation assembly.
Figure 29 is the overall structure diagram of the utility model embodiment five.
Figure 30 is the structural schematic diagram of a concrete frame of the utility model embodiment five.
Figure 31 is the overall structure diagram that upper joint sleeve cylinder is covered on the basis of Figure 30.
Figure 32 is the overall structure diagram of fixes sleeve stop bit part on the basis of Figure 31.
Figure 33 be the utility model embodiment five another concrete frame on be inserted in the structural schematic diagram of connectivity kit.
Overall structure diagram when Figure 34 is the assembly of five zero deflection of the utility model embodiment.
Figure 35 is overall structure diagram when the utility model embodiment five has deviation assembly.
Figure 36 is the overall structure diagram of the utility model embodiment six.
Figure 37 is the structural schematic diagram of a concrete frame of the utility model embodiment six.
Figure 38 is the overall structure diagram that upper joint sleeve cylinder is covered on the basis of Figure 37.
Figure 39 is the overall structure diagram of fixes sleeve stop bit part on the basis of Figure 38.
Figure 40 be the utility model embodiment six another concrete frame on be inserted in the structural schematic diagram of connectivity kit.
Overall structure diagram when Figure 41 is the assembly of six zero deflection of the utility model embodiment.
Figure 42 is overall structure diagram when the utility model embodiment six has deviation assembly.
Figure 43 is the overall structure diagram of the utility model embodiment seven.
Overall structure diagram when Figure 44 is the assembly of seven zero deflection of the utility model embodiment.
Figure 45 is overall structure diagram when the utility model embodiment seven has deviation assembly.
Figure 46 is the overall structure diagram of the utility model embodiment eight.
Overall structure diagram when Figure 47 is the assembly of eight zero deflection of the utility model embodiment.
Figure 48 is overall structure diagram when the utility model embodiment eight has deviation assembly.
It is as shown in the figure: 1, to connect sleeve；111, internal channel；112, annular chuck；113, injected hole；2, sleeve stop bit part；
211, expansion section；3, connectivity kit；311, annular groove；4, locking member.
Specific embodiment
The utility model is further described in detail below through specific implementation examples and in conjunction with the accompanying drawings.
Embodiment one
Referring to Fig.1, the utility model discloses the connection component between a kind of concrete frame, including connection sleeve 1, sleeves
Stop bit part 2, connectivity kit 3 and locking member 4；Connection sleeve 1 has to be passed through for the exposed connection rod iron of concrete frame
Internal channel 111, one of internal channel 111 is small head section, and the other end of internal channel 111 is big head section, the microcephaly of internal channel 111
The radial annular chuck 112 for gradually expanding formation of section, connection sleeve 1 are equipped with the injected hole 113 being connected to internal channel 111.
Referring to Fig. 2, locking member 4 is first inserted on the exposed connection rod iron of a concrete frame.
Referring to Fig. 3, sleeve 1 is connected, is nested on the connection rod iron with locking member 4.
Referring to Fig. 4, sleeve stop bit part 2 is fixed on the connection rod iron that connection sleeve 1 is cased on concrete frame as being arranged
On；A kind of specific set-up mode is, sleeve stop bit part 2 be cased with the connection rod iron threaded for connecting sleeve 1.
Referring to Fig. 5, connectivity kit 3 is fixed on the exposed connection rod iron of another concrete frame as being arranged.Tool
A kind of mode of body is one and the exposed connection rod iron threaded of concrete frame of connectivity kit 3.
Two concrete frames first confirm that and how many root are needed to connect between two concrete frames when being assembled together
The butt-joint operation for connecing rod iron is successively inserted in 4 He of locking member on each rod iron that a concrete frame needs butt-joint operation
Sleeve 1 is connected, simultaneously fixes sleeve stop bit part 2 is then inserted on the connection rod iron for being cased with connection sleeve 1, in another concrete frame
Frame, which needs to be arranged on each rod iron of butt-joint operation, is fixedly connected with external member 3, adjusts any one concrete frame relative to another
The position of one concrete frame, so that the connection rod iron that the need between two concrete frames dock is on same axis, such as Fig. 6
Shown (a case where docking rod iron of a concrete frame docks rod iron docking with one of another concrete frame), connection
Connection sleeve 1 on rod iron is mobile towards the connectivity kit 3 on the connection rod iron for needing butt-joint operation therewith, and sleeve stop bit part 2 is used
Make to engage with the small head section of internal channel 111 to shake off to prevent to connect sleeve 1 and connect rod iron out, the big head section of internal channel 111 is being led to
It crosses after sleeve stop bit part 2 and is connected and fixed with one of connectivity kit 3, locking member 4 is fixedly against one of connection sleeve 1.Greatly
Head section is the major part of internal channel 111 by sleeve stop bit part 2 and an a kind of concrete mode being connected and fixed of connectivity kit 3
Section is formed with internal screw thread, and connectivity kit 3 is equipped with the external screw thread with the screw-internal thread fit of the big head section of internal channel 111.
But two concrete frames are when being assembled together, the working condition or the present ring of construction of concrete frame
The connection rod iron of the limitation in border, the need docking between two concrete frames will appear situation about can not be on same axis, out
A certain range of deviation is showed, as shown in fig. 7, the case where easily occurring in construction environment at the scene for this, we are to even
Female connector cylinder 1 is improved, specific reference to as follows: between the big head section and sleeve stop bit part 2 of internal channel 111 and internal channel
Between 111 small head section and the connection rod iron of concrete frame, leaves and make between the movement that moves radially for connection sleeve 1
Gap, the mobile space are connecting the position of rod iron radially with connector sleeve cylinder 1 is adjusted adaptively to make connection 1 one, sleeve
Engage with sleeve stop bit part 2, other end is connected and fixed with connectivity kit 3, wherein mobile space d5 and d4 in Fig. 1
Difference.
It is used as to engage to shake off to prevent to connect sleeve 1 with the small head section of internal channel 111 to reach sleeve stop bit part 2 and connects out
Rod iron, a kind of specific mode be, sleeve stop bit part 2 is formed by contracting close to that of its concrete frame for radial diminution
Diameter end, the diameter of the undergauge end maximum of sleeve stop bit part 2 are greater than the diameter at the small head section minimum of internal channel 111, be less than etc.
In the diameter of the small head section maximum of internal channel 111.This case, is not given to specific Detailed description of the invention, and sleeve stop bit part 2 leans on
That of its nearly concrete frame is formed by undergauge end for radial diminution, it can be understood as sleeve stop bit part 2 is mixed close to it
That of solidifying soil frame reaches this and constitutes undergauge by being cut out a part or while completing the process certainly just lacks a part
End.
It is used as to engage to shake off to prevent to connect sleeve 1 with the small head section of internal channel 111 to reach sleeve stop bit part 2 and connects out
Rod iron, another specific embodiment be, sleeve stop bit part 2 is gradually reduced close to that of its concrete frame to be radial
It is formed by undergauge end；The small head section of internal channel 111 radially gradually expands the annular chuck 112 of formation, annular chuck 112 and set
The undergauge end of cylinder stop bit part 2 compresses clamping, and 111 wall surface of internal channel for constituting the annular chuck 112 can be with sleeve stop bit part 2
The periphery wall at undergauge end is close to；The diameter of the maximum at the undergauge end of the sleeve stop bit part 2 is less than or equal to the annular chuck
The diameter of 112 maximum, greater than the diameter at the minimum of the annular chuck 112.More specific structure is annular chuck
112 taper is identical as the taper at undergauge end of sleeve stop bit part 2；The diameter of the maximum of annular chuck 112 stops equal to sleeve
The diameter of the maximum at the undergauge end of position part 2, the diameter at the minimum place at the undergauge end of the sleeve stop bit part 2 is equal to the annular
Diameter at the minimum of chuck 112, wherein the diameter at the minimum of annular chuck 112 identifies d1, and annular chuck 112 is most
The diameter of general goal identifies d2, and the diameter of the maximum at the undergauge end of sleeve stop bit part 2 identifies d4, as shown in Figure 1.
Embodiment two
Fig. 8 is the overall structure diagram of the present embodiment.Fig. 9 is the structural representation of a concrete frame of the present embodiment
Figure.Figure 10 is the overall structure diagram that upper joint sleeve cylinder is covered on the basis of Fig. 9.Figure 11 is fixes sleeve on the basis of Figure 10
The overall structure diagram of stop bit part.Figure 12 be the present embodiment one another concrete frame on be inserted in the structure of connectivity kit and show
It is intended to.Overall structure diagram when Figure 13 is this implementation zero deflection assembly, i.e., the connection rod iron between concrete frame is right
Same straight line is at when connecing.Figure 14 is overall structure diagram when being originally implemented with deviation assembly, i.e. concrete frame
Connection rod iron between frame is not on same straight line in docking.
The present embodiment is to reduce locking member 4 on the basis of implementing one, reduce installation procedure, improves installation effect
Rate, i.e. connection component disclosed by the present embodiment between a kind of concrete frame remain connection sleeve 1,2 He of sleeve stop bit part
Referring to shown in Fig. 8-Figure 14, installation procedure is exactly the peace for eliminating locking member 4 for connectivity kit 3, specific structure and installation procedure
Dress, other installation procedures and specific embodiment one are consistent, improve whole assembly efficiency in general.In the present embodiment,
It connects the difference that sleeve 1 is d5 and d4 as shown in fig. 8 relative to the mobile space of sleeve stop bit part 2.
Embodiment three
Figure 15 is the overall structure diagram of the present embodiment, Figure 16 be the present embodiment a concrete frame on be inserted in locking
The structural schematic diagram of part, Figure 17 are the overall structure diagrams that upper joint sleeve cylinder is covered on the basis of Figure 16, and Figure 18 is in Figure 17
On the basis of fixes sleeve stop bit part overall structure diagram, Figure 19 be the present embodiment another concrete frame on be inserted in connection
The structural schematic diagram of external member, overall structure diagram when Figure 20 is the assembly of the present embodiment zero deflection, i.e., between concrete frame
Connection rod iron docking when be on same straight line, Figure 21 is overall structure when the present embodiment has deviation assembly
Schematic diagram, i.e., the connection rod iron between concrete frame are not on same straight line in docking.
The present embodiment is that sleeve stop bit part 2 and connectivity kit 3 in embodiment one is substituted on the basis of implementing one,
Remain connection sleeve 1 and locking member 4, the structure of sleeve stop bit part disclosed in the present embodiment 2 and the knot of connectivity kit 3
Structure, as shown in Figure 15-Figure 21, the both ends of sleeve stop bit part 2 are that radial diminution is formed by preceding undergauge end and rear undergauge end, retraction
Diameter end close to its concrete frame, preceding undergauge end far from its concrete frame, connectivity kit 3 far from its concrete frame that
The width ecto-entad of capitiform cyclization connected in star 311, the annular groove 311 is tapered, the Internal periphery of annular groove 311 with
The outer profile at the preceding undergauge end of the sleeve stop bit part 2 coincide.
Disclosed by the installation procedure and embodiment one of connection component between the assembly concrete frame of this specific implementation
Assembly concrete frame between connection component it is consistent.
Wherein, in the present embodiment, connection sleeve 1 is the institute in Figure 15 relative to the mobile space of sleeve stop bit part 2
The difference of the d5 and d4 that show.
Example IV
Figure 22 is the overall structure diagram of the present embodiment, Figure 23 be the present embodiment a concrete frame on be inserted in locking
The structural schematic diagram of part, Figure 24 are the overall structure diagrams that upper joint sleeve cylinder is covered on the basis of Figure 23, and Figure 25 is in Figure 24
On the basis of fixes sleeve stop bit part overall structure diagram, Figure 26 be the present embodiment another concrete frame on be inserted in connection
The structural schematic diagram of external member, overall structure diagram when Figure 27 is the assembly of the present embodiment zero deflection, i.e., between concrete frame
Connection rod iron docking when be on same straight line, Figure 28 is overall structure when the present embodiment has deviation assembly
Schematic diagram, i.e., the connection rod iron between concrete frame are not on same straight line in docking.
The present embodiment is to reduce locking member 4 on the basis of implementing three, specific referring to shown in Figure 22-Figure 28, installation
Process is exactly to eliminate the installation of locking member 4, other installation procedures and specific embodiment three are consistent, improves entirety in general
Assembly efficiency.Wherein, in the present embodiment, connection sleeve 1 is in Figure 22 relative to the mobile space of sleeve stop bit part 2
Shown in d5 and d4 difference.
Embodiment five
Figure 29 is the overall structure diagram of the present embodiment, Figure 30 be the present embodiment a concrete frame on be inserted in locking
The structural schematic diagram of part, Figure 31 are the overall structure diagrams that upper joint sleeve cylinder is covered on the basis of Figure 30, and Figure 32 is in Figure 31
On the basis of fixes sleeve stop bit part overall structure diagram, Figure 33 be the present embodiment another concrete frame on be inserted in connection
The structural schematic diagram of external member, overall structure diagram when Figure 34 is the assembly of the present embodiment zero deflection, i.e., between concrete frame
Connection rod iron docking when be on same straight line, Figure 35 is overall structure when the present embodiment has deviation assembly
Schematic diagram, i.e., the connection rod iron between concrete frame are not on same straight line in docking.
The present embodiment is that the sleeve stop bit part 2 in embodiment one is substituted, remains connector sleeve on the basis of implementing one
Cylinder 1, connectivity kit 3 and locking member 4, the structure of sleeve stop bit part disclosed in the present embodiment 2 are done in conjunction with Figure 29-Figure 35 and are situated between
It continues, one of sleeve stop bit part 2 is formed by undergauge end, the circle constant for diameter of one of sleeve stop bit part 2 for radial diminution
Rod end perhaps the round bar end or polygonal end of polygonal end sleeve stop bit part 2 diameter be less than 2 undergauge end of sleeve stop bit part maximum
The diameter at place is also formed on sleeve stop bit part 2 by sleeve stop bit greater than the diameter at the minimum at 2 undergauge end of sleeve stop bit part
The widened expansion section 211 of 2 outward radial of part, expansion section 211 are located at the undergauge end of sleeve stop bit part 2 and the circle of sleeve stop bit part 2
Between rod end or polygonal end, expansion section 211 can be arranged circumferentially at undergauge end and the sleeve stop bit part 2 of sleeve stop bit part 2
Between round bar end or polygonal end, likewise, the undergauge end that expansion section 211 is separately arranged at sleeve stop bit part 2 is stopped with sleeve
The outer wall at the round bar end of the position part 2 perhaps undergauge end of the sleeve stop bit part 2 between polygonal end in the present embodiment is against or is adjacent to
On 111 wall surface of internal channel of the annular chuck 112 of connection sleeve 1.
Wherein, in the present embodiment, connection sleeve 1 is the institute in Figure 29 relative to the mobile space of sleeve stop bit part 2
The difference of the d5 and d4 that show.
Embodiment six
Figure 36 is the overall structure diagram of the present embodiment, Figure 37 be the present embodiment a concrete frame on be inserted in locking
The structural schematic diagram of part, Figure 38 are the overall structure diagrams that upper joint sleeve cylinder is covered on the basis of Figure 37, and Figure 39 is in Figure 38
On the basis of fixes sleeve stop bit part overall structure diagram, Figure 40 be the present embodiment another concrete frame on be inserted in connection
The structural schematic diagram of external member, overall structure diagram when Figure 41 is the assembly of the present embodiment zero deflection, i.e., between concrete frame
Connection rod iron docking when be on same straight line, Figure 42 is overall structure when the present embodiment has deviation assembly
Schematic diagram, i.e., the connection rod iron between concrete frame are not on same straight line in docking.
The present embodiment is to reduce locking member 4 on the basis of implementing five, specific referring to shown in Figure 36-Figure 42, installation
Process is exactly to eliminate the installation of locking member 4, other installation procedures and specific embodiment five are consistent, improves entirety in general
Assembly efficiency.
Wherein, in the present embodiment, connection sleeve 1 is the institute in Figure 36 relative to the mobile space of sleeve stop bit part 2
The difference of the d5 and d4 that show.
Embodiment seven
Figure 43 is the overall structure diagram of the present embodiment, and d1 mark is to connect the internal channel 111 of sleeve 1 with spherical
The minimum diameter of inner face section, d2 mark is maximum gauge of the internal channel 111 with spherical inner face section for connecting sleeve 1, wherein
Sleeve stop bit part 2 mounted in connection rod iron after close to concrete frame that be big head section, big head section balling-up head, d3 mark
Be sleeve stop bit part 2 big head section bulb shape at minimum diameter, d4 mark is sleeve stop bit part 2 big head section ball
Maximum gauge at head, d5 mark is the diameter for connecting the big head section of internal channel 111 of sleeve 1, and Figure 44 is the present embodiment
Overall structure diagram when zero deflection is assembled, i.e., the connection rod iron between concrete frame are at same in docking
On straight line, Figure 45 is overall structure diagram when the present embodiment has deviation assembly, i.e., the connection rod iron between concrete frame
It is not on same straight line in docking.
The connection sleeve 1 of the present embodiment shown in 3-45 referring to fig. 4, Figure 43, sleeve stop bit part 2, connectivity kit 3 and
Locking member 4.
In fact, the present embodiment is on the basis of example 1, to the structure of the connection sleeve 1 in specific embodiment one
It is modified, by connection sleeve 1 shown in FIG. 1, sleeve stop bit part 2, which is substituted for connection sleeve 1 and sleeve shown in Figure 43, to be stopped
Position part 2, the sleeve stop bit part 2 of the present embodiment, the sleeve stop bit part 2 mounted in connection rod iron after close to concrete frame that
For big head section, big head section balling-up head；The connection sleeve 1 of the present embodiment is inserted in internal channel 111 by internal channel 111
On the exposed connection rod iron of one concrete frame；One of internal channel 111 is small head section, the small head section shape of internal channel 111
At at least one section ball shape inner face compatible with the portion perimeter face of bulb shape of sleeve stop bit part 2；To realize sleeve
Stop bit part 2 is used as to engage to shake off to prevent connect sleeve 1 with small head section connects rod iron out, and the other end of internal channel 111 is major part
Section, big head section are connected and fixed by one of sleeve stop bit part 2 and connectivity kit 3.
Embodiment eight
Figure 46 is the overall structure diagram of the present embodiment, and d1 mark is to connect the internal channel 111 of sleeve 1 with spherical
The minimum diameter of inner face section, d2 mark is maximum gauge of the internal channel 111 with spherical inner face section for connecting sleeve 1, wherein
Sleeve stop bit part 2 mounted in connection rod iron after close to concrete frame that be big head section, big head section balling-up head, d3 mark
Be sleeve stop bit part 2 big head section bulb shape at minimum diameter, d4 mark is sleeve stop bit part 2 big head section ball
Maximum gauge at head, d5 mark is the diameter for connecting the big head section of internal channel 111 of sleeve 1, and Figure 47 is the present embodiment
Overall structure diagram when zero deflection is assembled, i.e., the connection rod iron between concrete frame are at same in docking
On straight line, Figure 48 is overall structure diagram when the present embodiment has deviation assembly, i.e., the connection rod iron between concrete frame
It is not on same straight line in docking.
It is the connection sleeve 1 of the present embodiment, sleeve stop bit part 2 and connectivity kit 3 shown in Figure 46.
In fact, the present embodiment is to remove locking member 4 on the basis of implementing seven.
Embodiment nine
In the present embodiment, a kind of assembled architecture, including several concrete frames, these concrete frames are provided
Correspond to Side fascia, lining, superimposed sheet, balcony, air-conditioning plate, stair, one of precast beam and prefabricated post or several；
Any one between concrete frame by embodiment one into embodiment eight or the assembly of a variety of connection components.
Connection sleeve 1 in embodiments above can be understood as sleeve, and sleeve stop bit part 2 can be understood as detent spiral shell
Mother, connectivity kit 3 can be understood as to connected nut, and locking member 4 can be understood as locking nut.
Only the most preferred embodiment of the utility model is described above, but is not to be construed as the limit to claim
System.The utility model is not limited only to above embodiments, all made in the protection scope of the utility model independent claims
Various change is within the protection scope of the present utility model.
Claims (11)
1. the connection component between a kind of concrete frame, it is characterised in that: it includes
It connects sleeve (1) and the exposed company of a concrete frame is inserted in by internal channel (111) with internal channel (111)
It connects on rod iron；
Sleeve stop bit part (2), as be arranged be fixed on be cased on concrete frame connection sleeve (1) connection rod iron on；
And connectivity kit (3), it is fixed on the exposed connection rod iron of another concrete frame as being arranged；Wherein, interior
One of channel (111) is small head section, and sleeve stop bit part (2) is used as to engage with small head section and be shaken off out with preventing to connect sleeve (1)
Connect rod iron, the other end of internal channel (111) is big head section, big head section by sleeve stop bit part (2) afterwards with connectivity kit (3)
One is connected and fixed.
2. the connection component between a kind of concrete frame according to claim 1, it is characterised in that: internal channel (111)
Between big head section and sleeve stop bit part (2) between the small head section of internal channel (111) and the connection rod iron of concrete frame, stay
Go out and made the mobile space moved radially for connection sleeve (1), the mobile space is connecting steel with connector sleeve cylinder (1) is adjusted
The position of stick radially is engage connection (1) one, sleeve with sleeve stop bit part (2), other end and connectivity kit
(3) be connected and fixed.
3. the connection component between a kind of concrete frame according to claim 1, it is characterised in that: sleeve stop bit part (2)
Mounted in connection rod iron after close to concrete frame that be big head section, big head section balling-up head；The microcephaly of internal channel (111)
Section forms at least one section ball shape inner face compatible with the portion perimeter face of bulb shape of sleeve stop bit part (2)；Sleeve stops
The outer diameter of the maximum of position part (2) is greater than the diameter at the small head section minimum of internal channel (111), is less than the big of internal channel (111)
The diameter of head section.
4. the connection component between a kind of concrete frame according to claim 1, it is characterised in that: sleeve stop bit part (2)
That after connection rod iron close to concrete frame is formed by undergauge end for radial gradually reduce；Internal channel (111)
Small head section radially gradually expand the annular chuck (112) of formation, the undergauge end of annular chuck (112) and sleeve stop bit part (2)
Compress clamping.
5. the connection component between a kind of concrete frame according to claim 4, it is characterised in that: constitute the annular snap
Internal channel (111) wall surface of platform (112) can be close to the periphery wall at the undergauge end of sleeve stop bit part (2)；The sleeve stop bit part
(2) diameter of the maximum at undergauge end is less than or equal to the diameter of the maximum of the annular chuck (112), is greater than the annular
Diameter at the minimum of chuck (112)；
Or the taper of annular chuck (112) is identical as the taper at undergauge end of sleeve stop bit part (2)；Annular chuck (112)
The diameter of maximum is equal to the diameter of the maximum at the undergauge end of sleeve stop bit part (2), the undergauge end of the sleeve stop bit part (2)
Minimum place diameter be equal to the annular chuck (112) it is minimum at diameter.
6. the connection component between a kind of concrete frame according to claim 1, it is characterised in that: sleeve stop bit part (2)
Both ends be that radial diminution is formed by preceding undergauge end and rear undergauge end, rear undergauge end is close to its concrete frame, preceding undergauge end
Far from its concrete frame；The diameter of the rear undergauge end maximum of sleeve stop bit part (2) is greater than the small head section of internal channel (111) most
The diameter at small place is less than or equal to the diameter of the small head section maximum of internal channel (111).
7. the connection component between a kind of concrete frame according to claim 6, it is characterised in that: the connectivity kit
(3) far from that capitiform cyclization connected in star (311) of its concrete frame, the width ecto-entad of the annular groove (311)
Be tapered, the outer profile at the preceding undergauge end of sleeve stop bit part (2) described in the Internal periphery of annular groove (311) and coincide.
8. the connection component between a kind of concrete frame according to claim 1, it is characterised in that: sleeve stop bit part (2)
On be formed with by sleeve stop bit part (2) the widened expansion section of outward radial (211), expansion section (211) are against the internal channel
(111) to prevent connection sleeve (1) from shaking off out from connection rod iron in small head section.
9. the connection group between a kind of concrete frame described in any one of according to claim 1-claim 8 claim
Part, it is characterised in that: connection sleeve (1) is equipped with the injected hole (113) being connected to internal channel (111), the internal channel
(111), can be formed between sleeve stop bit part (2) and connectivity kit (3) three storage slurry gap (114), the injected hole (113) with
Storage slurry gap (114) connection.
10. the connection between a kind of concrete frame described in any one of according to claim 1-claim 8 claim
Component, it is characterised in that: sleeve stop bit part (2) be cased with the connection rod iron threaded for connecting sleeve (1)；Connectivity kit (3)
One with the exposed connection rod iron threaded of concrete frame；The big head section of internal channel (111) is formed with internal screw thread,
Connectivity kit (3) is equipped with the external screw thread with the screw-internal thread fit of the big head section of internal channel (111).
11. a kind of assembled architecture, including several concrete frames, it is characterised in that: pass through right between concrete frame
It is required that connection component described in 1 assembles.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821024764.4U CN208396002U (en) | 2018-06-29 | 2018-06-29 | Connection component and its assembled architecture between a kind of concrete frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821024764.4U CN208396002U (en) | 2018-06-29 | 2018-06-29 | Connection component and its assembled architecture between a kind of concrete frame |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208396002U true CN208396002U (en) | 2019-01-18 |
Family
ID=65130444
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821024764.4U Active CN208396002U (en) | 2018-06-29 | 2018-06-29 | Connection component and its assembled architecture between a kind of concrete frame |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208396002U (en) |
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2018
- 2018-06-29 CN CN201821024764.4U patent/CN208396002U/en active Active
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