CN105220770A - Slip hinge support and construction method - Google Patents

Slip hinge support and construction method Download PDF

Info

Publication number
CN105220770A
CN105220770A CN201510697377.1A CN201510697377A CN105220770A CN 105220770 A CN105220770 A CN 105220770A CN 201510697377 A CN201510697377 A CN 201510697377A CN 105220770 A CN105220770 A CN 105220770A
Authority
CN
China
Prior art keywords
location division
connector
wall
vestibule
bar hole
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.)
Granted
Application number
CN201510697377.1A
Other languages
Chinese (zh)
Other versions
CN105220770B (en
Inventor
叶小斌
李果
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China MCC5 Group Corp Ltd
Original Assignee
China MCC5 Group Corp Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by China MCC5 Group Corp Ltd filed Critical China MCC5 Group Corp Ltd
Priority to CN201510697377.1A priority Critical patent/CN105220770B/en
Publication of CN105220770A publication Critical patent/CN105220770A/en
Application granted granted Critical
Publication of CN105220770B publication Critical patent/CN105220770B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Joining Of Building Structures In Genera (AREA)
  • Floor Finish (AREA)

Abstract

The invention provides a kind of slip hinge support and construction method, belong to building implements technical field, slip hinge support is used for the connection of body of wall and vestibule, and body of wall comprises the first connector and the first location division, and the first connector protrudes locating surface along the direction perpendicular to the locating surface of body of wall; First position point is on the weight-bearing surface of body of wall; Vestibule comprises floor and bracing frame, and vestibule is overlapped on weight-bearing surface by bracing frame, makes the end face of vestibule and locating surface interval arrange; The bottom of bracing frame is provided with the second location division, and the first location division and the second location division are slidably connected; Bracing frame is also provided with the second connector, first connector and the second connector are respectively arranged with multiple bar hole, first connector is plugged with connecting rod with in the corresponding bar hole of the second connector, and connecting rod can slide in bar hole along the length direction of bar hole.Vestibule is connected by slip hinge support with body of wall, and its sound construction is reliable, and the torsional forces that vestibule bears is little, use safety.

Description

Slip hinge support and construction method
Technical field
The present invention relates to building implements technical field, in particular to a kind of slip hinge support and construction method.
Background technology
Along with the improving constantly of building function, the becoming increasingly abundant of architectural image, a lot of architect likes adjacent building concentration to couple together, and forms the aerial vestibule being rich in fashion breath.Especially, in the architectural complex that large-scale commercial circle, school, hospital, sport building etc. are crowded, aerial vestibule often becomes apt word added to clinch the point, has both played the effect of relieving traffic congestion, and can be used as lookout terrace etc. again.
In prior art, the connected mode at vestibule two ends is a lot, the concrete factor such as span, rigidity, vertical position which kind of adopts depend on vestibule.If adopt and just connect scheme, must note must accomplishing " strong node, strong anchoring ".If employing hinge solution, it should be noted that the node designed must coincide with model.If sliding support is also noted that the problem such as to arrange of the choosing of slippage, stopping means, not slump when accomplishing geological process, not collide with agent structure.The mode that the employing of prior art is hinged, be connected by arranging axis of rotation between body of wall with vestibule, when vestibule and body of wall are subjected to displacement, vestibule and body of wall all receive certain torsional forces, this torsional forces does not regulate by self structure, in use there is potential safety hazard; And when producing Relative sliding between body of wall and vestibule, the glide direction of vestibule is indefinite, causes the discontinuity of vestibule, there is potential safety hazard, the application life of total is short, adds manufacturing cost.
Summary of the invention
The object of the present invention is to provide a kind of slip hinge support, the torsional forces born with the vestibule improving prior art causes greatly the problem that the shock resistance of vestibule is weak, there is potential safety hazard.
The object of this law rice is also to provide a kind of slip hinge support construction method, builds rear vestibule bear larger torsional forces and cause the problem that the shock resistance of vestibule is weak, there is potential safety hazard with the vestibule improving prior art.
The present invention is achieved in that
Based on above-mentioned first object, the invention provides a kind of slip hinge support, for the connection between body of wall and the vestibule of steel work, described body of wall is vertically arranged, described body of wall has mutual vertically disposed locating surface and weight-bearing surface, described body of wall is fixedly connected with the first connector, and described first connector protrudes described locating surface along the direction perpendicular to the locating surface of described body of wall; Described body of wall is also fixedly connected with the first location division, and described first position point is on the weight-bearing surface of described body of wall;
Described vestibule comprises floor and supports the bracing frame of described floor, and support frame as described above is positioned at the bottom of described floor, and described vestibule is overlapped on the weight-bearing surface of described body of wall by support frame as described above, makes the end face of described vestibule and described locating surface interval arrange; The bottom of support frame as described above is provided with the second location division, and described first location division and described second location division are slidably connected, and the direction of the relative sliding of described first location division and described second location division is perpendicular to the direction of described locating surface;
Support frame as described above is also provided with the second connector, described second connector is positioned at one end of the close described locating surface of support frame as described above, described first connector and described second connector are respectively arranged with multiple bar hole, and described multiple bar hole vertically interval is arranged; The length direction of described bar hole is perpendicular to described locating surface, bar hole on described first connector and the corresponding bar hole on described second connector are by connecting rod grafting, and described connecting rod can slide in described bar hole along the length direction of described bar hole; The two ends of described connecting rod all have limiting section, and described limiting section is used for preventing described connecting rod from skidding off in described bar hole.
Preferably, described first location division is set to Rectangular Plate Structure, and described second location division is set to rectangular recess, and described first location division is inserted in described second location division.
Preferably, the face that described first location division contacts with described second location division is provided with teflon coatings.
Preferably, described first location division is set to bar-shaped trough, and the two ends of the length direction of described bar-shaped trough have opening, and described second location division is Rectangular Plate Structure, and described two location divisions are inserted in described first location division.
Preferably, two pieces of junction plates that described first connector comprises base plate and is oppositely arranged, described two pieces of junction plates are vertically fixed on described base plate, and interval is arranged between described two pieces of junction plates, the bar hole on described first connector runs through described junction plate along the direction, plate face perpendicular to described junction plate respectively;
Described second connector is between described two pieces of junction plates.
Preferably, described base plate is also fixedly connected with many reinforcing ribs, described base plate and described many reinforcing ribs are embedded in the body of wall at described locating surface place.
Preferably, the cross section of described second connector is i iron shape.
Preferably, support frame as described above comprises upper backup pad and lower supporting plate, and described upper backup pad is fixedly connected with described floor, is fixedly connected with between described upper backup pad with described lower supporting plate by multiple stiffening rib; Described lower supporting plate is overlapped on the weight-bearing surface of described body of wall.
Based on above-mentioned second object, the invention provides a kind of slip hinge support construction method, for the connection of the vestibule of body of wall and steel work, the method comprises:
Step S100, the first connector and the first location division are set on body of wall, wherein, described body of wall comprises orthogonal locating surface and weight-bearing surface, described first connector is fixedly installed in the body of wall at described locating surface place, and described first position point is in the body of wall at described weight-bearing surface place;
Step S200, vestibule is overlapped on the weight-bearing surface of described body of wall, the locating surface interval of the end of described vestibule and described body of wall is made to arrange, wherein, described vestibule comprises floor and supports the bracing frame of described floor, support frame as described above is arranged the second location division, described first location division and described second location division are slidably connected, and the glide direction of described first location division and described second location division is perpendicular to the direction of described locating surface;
Step S300, the second connector is set on support frame as described above, wherein, described first connector and described second connector are respectively arranged with bar hole, connecting rod is inserted in the bar hole of described first connector and the corresponding bar hole of described second connector, make described connecting rod slide in described bar hole, the direction that described connecting rod slides is perpendicular to the direction of described locating surface.
Preferably, in described step S200, described first location division and described second location division are the tenon structure cooperatively interacted.
The invention has the beneficial effects as follows:
In sum, the invention provides a kind of slip hinge support, this slip hinge support simple and reasonable, convenient processing and manufacture, low cost of manufacture; Simultaneously, this hinged-support effectively can reduce the torsional forces that vestibule is in use subject to, and by the relative motion of vestibule and body of wall, ensure that vestibule reduces impact force when being subject to foreign impacts power by the adjustment of self, use more safe and reliable, long service life.Specific as follows:
Vestibule is built on body of wall, body of wall has orthogonal locating surface and weight-bearing surface, weight-bearing surface in use plays the effect of support vestibule, there is between vestibule and locating surface certain distance, be convenient to building of vestibule, meanwhile, vestibule has certain mobile space in loading process, the locating surface of body of wall can not be extruded when vestibule and body of wall relative movement, be convenient to the adjustment of self.When vestibule and body of wall generation relative movement, vestibule is connected by the first connector and the second connector with body of wall, first connector and the second connector are by connecting rod grafting, when vestibule is stressed, the second connector slides relative to the first connector, due to the effect of connecting rod, the position that second connector slides and direction have restriction, second connector can not arbitrarily slide, and namely the slip of vestibule has regularity, ensure that the safety of use.By the slip of vestibule, effectively the external force be subject to absorbed, the use of vestibule is more safe and reliable.Meanwhile, also have the first location division and the second location division between body of wall and vestibule, in sliding process, the effect with guiding same with the second location division of the first location division, further ensures the safety of vestibule.
By the vestibule that this construction method is built, the annexation between vestibule and body of wall is solid and reliable, by the adjustment of vestibule self, can effectively reduce the torsional forces that vestibule is subject to, and uses more safe and reliable.
Accompanying drawing explanation
In order to be illustrated more clearly in the technical scheme of the embodiment of the present invention, be briefly described to the accompanying drawing used required in embodiment below, be to be understood that, the following drawings illustrate only some embodiment of the present invention, therefore the restriction to scope should be counted as, for those of ordinary skill in the art, under the prerequisite not paying creative work, other relevant accompanying drawings can also be obtained according to these accompanying drawings.
Fig. 1 is the structure chart of slip hinge support provided by the invention;
Fig. 2 is the schematic diagram of A-A in Fig. 1;
Fig. 3 is the malformation figure of slip hinge support provided by the invention.
Reference numeral gathers:
Body of wall 100, vestibule 200,
Locating surface 101, weight-bearing surface 102, the first location division 106, connector 103, second connector 104, first location division 105, second, floor 107, bracing frame 108, bar hole 109, connecting rod 110,
Base plate 201, junction plate 202, reinforcing rib 203, upper backup pad 204, lower supporting plate 205, stiffening rib 206.
Detailed description of the invention
In prior art, the connected mode at vestibule two ends is a lot, the concrete factor such as span, rigidity, vertical position which kind of adopts depend on vestibule.The mode that the employing of prior art is hinged, be connected by arranging axis of rotation between body of wall with vestibule, when vestibule and body of wall are subjected to displacement, vestibule and body of wall all receive certain torsional forces, this torsional forces does not regulate by self structure, in use there is potential safety hazard; And when producing Relative sliding between body of wall and vestibule, the glide direction of vestibule is indefinite, causes the discontinuity of vestibule, there is potential safety hazard, the application life of total is short, adds manufacturing cost.
Given this, designer of the present invention devises a kind of slip hinge support, for the connection between body of wall and the vestibule of steel work, this slip hinge support simple and reasonable, the firm and reliable connection between vestibule and body of wall, when being subject to foreign impacts power, vestibule is subject to certain torsional forces, and by the function of slip hinge support structure, vestibule relative to body of wall, position occurs and moves, effectively can reduce until absorb extraneous impact force, ensure that the safety in utilization of vestibule.
For making the object of the embodiment of the present invention, technical scheme and advantage clearly, below in conjunction with the accompanying drawing in the embodiment of the present invention, technical scheme in the embodiment of the present invention is clearly and completely described, obviously, described embodiment is the present invention's part embodiment, instead of whole embodiments.The assembly of the embodiment of the present invention describing and illustrate in usual accompanying drawing herein can be arranged with various different configuration and design.Therefore, below to the detailed description of the embodiments of the invention provided in the accompanying drawings and the claimed scope of the present invention of not intended to be limiting, but selected embodiment of the present invention is only represented.Based on the embodiment in the present invention, those of ordinary skill in the art, not making the every other embodiment obtained under creative work prerequisite, belong to the scope of protection of the invention.
It should be noted that: represent similar terms in similar label and letter accompanying drawing below, therefore, once be defined in an a certain Xiang Yi accompanying drawing, then do not need to define further it and explain in accompanying drawing subsequently.
In describing the invention, it should be noted that, term " " center ", " on ", D score, " left side ", " right side ", " vertically ", " level ", " interior ", orientation or the position relationship of the instruction such as " outward " are based on orientation shown in the drawings or position relationship, or this invention product orientation of usually putting or position relationship when using, only the present invention for convenience of description and simplified characterization, instead of indicate or imply that the device of indication or element must have specific orientation, with specific azimuth configuration and operation, therefore limitation of the present invention can not be interpreted as.In addition, term " first ", " second ", " the 3rd " etc. only for distinguishing description, and can not be interpreted as instruction or hint relative importance.
In describing the invention, also it should be noted that, unless otherwise clearly defined and limited, term " setting ", " installation ", " being connected ", " connection " should be interpreted broadly, and such as, can be fixedly connected with, also can be removably connect, or connect integratedly; Can be mechanical connection, also can be electrical connection; Can be directly be connected, also indirectly can be connected by intermediary, can be the connection of two element internals.For the ordinary skill in the art, concrete condition above-mentioned term concrete meaning in the present invention can be understood.
Slip hinge support embodiment
Refer to Fig. 1-3, present embodiments provide a kind of slip hinge support, for the connection between body of wall 100 and the vestibule 200 of steel work, described body of wall 100 is vertically arranged, described body of wall 100 has mutual vertically disposed locating surface 101 and weight-bearing surface 102, described body of wall 100 is fixedly connected with the first connector 103, and described first connector 103 protrudes described locating surface 101 along the direction of the locating surface 101 perpendicular to described body of wall 100; Described body of wall 100 is also fixedly connected with the first location division 105, and described first location division 105 is positioned on the weight-bearing surface 102 of described body of wall 100;
Described vestibule 200 comprises floor 107 and supports the bracing frame 108 of described floor 107, support frame as described above 108 is positioned at the bottom of described floor 107, described vestibule 200 is overlapped on the weight-bearing surface 102 of described body of wall 100 by support frame as described above 108, makes the end face of described vestibule 200 and described locating surface 101 interval arrange; The bottom of support frame as described above 108 is provided with the second location division 106, described first location division 105 is slidably connected with described second location division 106, and the direction of the relative sliding of described first location division 105 and described second location division 106 is perpendicular to the direction of described locating surface 101;
Support frame as described above 108 is also provided with the second connector 104, described second connector 104 is positioned at one end of the close described locating surface 101 of support frame as described above 108, described first connector 103 and described second connector 104 are respectively arranged with multiple bar hole 109, and described multiple bar hole 109 vertically interval is arranged; The length direction of described bar hole 109 is perpendicular to described locating surface 101, bar hole 109 on described first connector 103 and the corresponding bar hole 109 on described second connector 104 are by connecting rod 110 grafting, and described connecting rod 110 can slide in described bar hole 109 along the length direction of described bar hole 109; The two ends of described connecting rod 110 all have limiting section, and described limiting section is used for preventing described connecting rod 110 from skidding off in described bar hole 109.
The slip hinge support that the present embodiment provides, it is simple and reasonable, convenient processing and manufacture, low cost of manufacture; Simultaneously, this slip hinge support effectively can reduce the torsional forces that vestibule 200 is in use subject to, and by the relative motion of vestibule 200 with body of wall 100, ensure that vestibule 200 reduces impact force when being subject to foreign impacts power by the adjustment of self, use more safe and reliable, long service life.Specific as follows:
Vestibule 200 is built on body of wall 100, body of wall 100 has orthogonal locating surface 101 and weight-bearing surface 102, weight-bearing surface 102 in use plays the effect of support vestibule 200, between vestibule 200 and locating surface 101, there is certain distance, be convenient to building of vestibule 200, meanwhile, vestibule 200 has certain mobile space in loading process, the locating surface 101 of body of wall 100 can not be extruded when vestibule 200 and body of wall 100 relative movement, be convenient to the adjustment of self.When there is relative movement in vestibule 200 and body of wall 100, vestibule 200 is connected by the first connector 103 and the second connector 104 with body of wall 100, first connector 103 and the second connector 104 are by connecting rod 110 grafting, when vestibule 200 is stressed, second connector 104 slides relative to the first connector 103, due to the effect of connecting rod 110, the position that second connector 104 slides and direction have restriction, second connector 104 can not arbitrarily slide, namely the slip of vestibule 200 has regularity, ensure that the safety of use.By the slip of vestibule 200, effectively the external force be subject to absorbed, the use of vestibule 200 is more safe and reliable.Meanwhile, also have the first location division 105 and the second location division 106 between body of wall 100 and vestibule 200, in sliding process, the first location division 105 and the second same effect with guiding in location division 106, further ensure the safety of vestibule 200.
For the ease of processing and the position relationship between adjustment vestibule 200 and body of wall 100, described connecting rod 110 is preferably set to bolt, when bolt is plugged in locating hole, and knob nut; In knob process, according to the difference of the thickness of the first connector 103 and the second connector 104, the knob elasticity of the screw rod and nut that may be selected in different length can suitably adjust, and the operation for whole installation process provides conveniently.Do not need the connector of processing and manufacturing different size, save manufacturing cost.When actual building, the quantity of described bar hole 109 is arranged as required, process more flexible, four are preferably set in the present embodiment, accordingly, described bolt is set to four, is provided with bolt in corresponding bar hole 109, ensure that the connectivity robustness of vestibule 200 and body of wall 100, and then add safety.
First location division 105 is varied with the structure of folded location division, in the preferred version of this embodiment, described first location division 105 and described second location division 106 are set to the tenon structure cooperatively interacted, and the processing of tenon structure is simple, good positioning effect, and be convenient to the use of.
In the possibility of above-mentioned embodiment, described first location division 105 is set to Rectangular Plate Structure, described second location division 106 is set to rectangular recess, described first location division 105 is inserted in described second location division 106, between two relative sides of rectangular slab and two relative groove sidewalls of rectangular recess, there is gap, be convenient to relative sliding, convenient when installing simultaneously.Man-hour is added actual, preferably be set to, described first location division 105 is provided with teflon coatings, and teflon coatings is positioned at the first location division 105 with on the face contacted of the second location division 106, is convenient to the relative sliding between the first location division 105 and the second location division 106.
In another possibility of above-mentioned embodiment, described first location division 105 is set to bar-shaped trough, the two ends of the length direction of described bar-shaped trough have opening, and described second location division 106 is Rectangular Plate Structure, and described two location divisions are inserted in described first location division 105.The sliding type of the first location division 105 and the second location division 106 is simple and reliable.
In the preferred version of this embodiment, two pieces of junction plates 202 that described first connector 103 comprises base plate 201 and is oppositely arranged, described two pieces of junction plates 202 are vertically fixed on described base plate 201, and interval is arranged between described two pieces of junction plates 202, the bar hole 109 on described first connector 103 runs through described junction plate 202 along the direction, plate face perpendicular to described junction plate 202 respectively; Described second connector 104 is between described two pieces of junction plates 202.The structure of the first connector 103 is simple, is convenient to processing, simultaneously, first connector 103 and the second connector 104 easier for installation, second connector 104 is designed to corresponding platy structure, time between the two pieces of junction plates 202 being arranged on the first connector 103, convenient; Meanwhile, platy structure is convenient to the setting of bar hole 109.Add man-hour actual, described two pieces of junction plates 202 are welded on base plate 201, and sound construction is reliable, use safety.
In order to increase the structural strength of bracing frame 108, in the preferred version of this embodiment, the cross section of described second connector 104 is i iron shape.
In the preferred version of this embodiment, described base plate 201 is also fixedly connected with many reinforcing ribs 203, described base plate 201 and described many reinforcing ribs 203 are embedded in the body of wall 100 at described locating surface 101 place, base plate 201 is reliable with the sound construction of body of wall 100, base plate 201 can bear the larger pulling force of vestibule 200, uses safer.
In the preferred version of this embodiment, support frame as described above 108 comprises upper backup pad 204 and lower supporting plate 205, described upper backup pad 204 is fixedly connected with described floor 107, is fixedly connected with between described upper backup pad 204 with described lower supporting plate 205 by multiple stiffening rib 206; Described lower supporting plate 205 is overlapped on the weight-bearing surface 102 of described body of wall 100.The structure of vestibule 200 is simple, saves material, and then reduce cost during processing.Stiffening rib 206 is the reinforcement of strip, can improve stability and the torsional property of upper backup pad 204 and lower supporting plate 205.
Slip hinge support construction method embodiment
Refer to Fig. 1-3, present embodiments provide a kind of slip hinge support construction method, for the connection of body of wall 100 with the vestibule 200 of steel work, the method comprises:
Step S100, the first connector 103 and the first location division 105 is set on described body of wall 100, wherein, described body of wall 100 comprises orthogonal locating surface 101 and weight-bearing surface 102, described first connector 103 is fixedly installed in the body of wall 100 at described locating surface 101 place, and described first location division 105 is positioned at the body of wall 100 at described weight-bearing surface 102 place;
Step S200, described vestibule 200 is overlapped on the weight-bearing surface 102 of described body of wall 100, locating surface 101 interval of the end of described vestibule 200 and described body of wall 100 is made to arrange, wherein, described vestibule 200 comprises floor 107 and supports the bracing frame 108 of described floor 107, support frame as described above 108 is arranged the second location division 106, described first location division 105 is slidably connected with described second location division 106, and the glide direction of described first location division 105 and described second location division 106 is perpendicular to the direction of described locating surface 101;
Step S300, the second connector 104 is set on support frame as described above 108, wherein, described first connector 103 is respectively arranged with bar hole 109 with described second connector 104, connecting rod 110 is inserted in the bar hole 109 of described first connector 103 and the corresponding bar hole 109 of described second connector 104, make described connecting rod 110 slide in described bar hole 109, the direction that described connecting rod 110 slides is perpendicular to the direction of described locating surface 101.
This construction method builds the vestibule 200 obtained, and the annexation between vestibule 200 and body of wall 100 is solid and reliable, by the adjustment of vestibule 200 self, can effectively reduce the torsional forces that vestibule 200 is subject to, and uses more safe and reliable.
In the preferred version of this embodiment, in described step S200, described first location division 105 and described second tenon structure of location division 106 for cooperatively interacting, the structure of the first location division 105 and the second location division 106 is simple, and be convenient to processing, meanwhile, matching relationship is good.
The foregoing is only the preferred embodiments of the present invention, be not limited to the present invention, for a person skilled in the art, the present invention can have various modifications and variations.Within the spirit and principles in the present invention all, any amendment done, equivalent replacement, improvement etc., all should be included within protection scope of the present invention.

Claims (10)

1. a slip hinge support, for the connection between body of wall and the vestibule of steel work, it is characterized in that, described body of wall is vertically arranged, described body of wall has mutual vertically disposed locating surface and weight-bearing surface, described body of wall is fixedly connected with the first connector, and described first connector protrudes described locating surface along the direction perpendicular to the locating surface of described body of wall; Described body of wall is also fixedly connected with the first location division, and described first position point is on the weight-bearing surface of described body of wall;
Described vestibule comprises floor and supports the bracing frame of described floor, and support frame as described above is positioned at the bottom of described floor, and described vestibule is overlapped on the weight-bearing surface of described body of wall by support frame as described above, makes the end face of described vestibule and described locating surface interval arrange; The bottom of support frame as described above is provided with the second location division, and described first location division and described second location division are slidably connected, and the direction of the relative sliding of described first location division and described second location division is perpendicular to the direction of described locating surface;
Support frame as described above is also provided with the second connector, described second connector is positioned at one end of the close described locating surface of support frame as described above, described first connector and described second connector are respectively arranged with multiple bar hole, and described multiple bar hole vertically interval is arranged; The length direction of described bar hole is perpendicular to described locating surface, bar hole on described first connector and the corresponding bar hole on described second connector are by connecting rod grafting, and described connecting rod can slide in described bar hole along the length direction of described bar hole; The two ends of described connecting rod all have limiting section, and described limiting section is used for preventing described connecting rod from skidding off in described bar hole.
2. slip hinge support according to claim 1, is characterized in that, described first location division is set to Rectangular Plate Structure, and described second location division is set to rectangular recess, and described first location division is inserted in described second location division.
3. slip hinge support according to claim 2, is characterized in that, the face that described first location division contacts with described second location division is provided with teflon coatings.
4. slip hinge support according to claim 1, it is characterized in that, described first location division is set to bar-shaped trough, and the two ends of the length direction of described bar-shaped trough have opening, described second location division is Rectangular Plate Structure, and described second location division is inserted in described first location division.
5. the slip hinge support according to any one of claim 1-4, it is characterized in that, two pieces of junction plates that described first connector comprises base plate and is oppositely arranged, described two pieces of junction plates are vertically fixed on described base plate, and interval is arranged between described two pieces of junction plates, the bar hole on described first connector runs through described junction plate along the direction, plate face perpendicular to described junction plate respectively;
Described second connector is between described two pieces of junction plates.
6. slip hinge support according to claim 5, is characterized in that, described base plate is also fixedly connected with many reinforcing ribs, and described base plate and described many reinforcing ribs are embedded in the body of wall at described locating surface place.
7. slip hinge support according to claim 6, is characterized in that, the cross section of described second connector is i iron shape.
8. slip hinge support according to claim 5, it is characterized in that, support frame as described above comprises upper backup pad and lower supporting plate, and described upper backup pad is fixedly connected with described floor, is fixedly connected with between described upper backup pad with described lower supporting plate by multiple stiffening rib; Described lower supporting plate is overlapped on the weight-bearing surface of described body of wall.
9. a slip hinge support construction method, for the connection of the vestibule of body of wall and steel work, it is characterized in that, the method comprises:
Step S100, the first connector and the first location division are set on described body of wall, wherein, described body of wall comprises orthogonal locating surface and weight-bearing surface, described first connector is fixedly installed in the body of wall at described locating surface place, and described first position point is in the body of wall at described weight-bearing surface place;
Step S200, described vestibule is overlapped on the weight-bearing surface of described body of wall, the locating surface interval of the end of described vestibule and described body of wall is made to arrange, wherein, described vestibule comprises floor and supports the bracing frame of described floor, support frame as described above is arranged the second location division, described first location division and described second location division are slidably connected, and the glide direction of described first location division and described second location division is perpendicular to the direction of described locating surface;
Step S300, the second connector is set on support frame as described above, wherein, described first connector and described second connector are respectively arranged with bar hole, connecting rod is inserted in the bar hole of described first connector and the corresponding bar hole of described second connector, make described connecting rod slide in described bar hole, the direction that described connecting rod slides is perpendicular to the direction of described locating surface.
10. the slip hinge support construction method of Steel corridor according to claim 9, is characterized in that,
In described step S200, described first location division and described second location division are the tenon structure cooperatively interacted.
CN201510697377.1A 2015-10-23 2015-10-23 Slip hinge support and construction method Active CN105220770B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201510697377.1A CN105220770B (en) 2015-10-23 2015-10-23 Slip hinge support and construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201510697377.1A CN105220770B (en) 2015-10-23 2015-10-23 Slip hinge support and construction method

Publications (2)

Publication Number Publication Date
CN105220770A true CN105220770A (en) 2016-01-06
CN105220770B CN105220770B (en) 2017-10-03

Family

ID=54990002

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201510697377.1A Active CN105220770B (en) 2015-10-23 2015-10-23 Slip hinge support and construction method

Country Status (1)

Country Link
CN (1) CN105220770B (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106284677A (en) * 2016-08-24 2017-01-04 安徽瑶海钢构建设集团股份有限公司 A kind of steel frame construction on vestibule
CN106522360A (en) * 2016-11-22 2017-03-22 华东建筑设计研究院有限公司 Connection bridge structure between buildings
CN111379316A (en) * 2020-03-25 2020-07-07 广东现代建筑设计与顾问有限公司 Weak connection structure of superelevation layer vestibule
CN111456219A (en) * 2020-03-27 2020-07-28 广州大学 Damping corridor of bent lever type double-tower high-rise building

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010121284A (en) * 2008-11-17 2010-06-03 Tekken Constr Co Ltd Construction method of steel structure
CN201695519U (en) * 2010-04-30 2011-01-05 湖北弘毅建筑装饰工程有限公司 Sliding bearing of building
US8371075B2 (en) * 2005-12-16 2013-02-12 Maurer Sohne Engineering Gmbh & Co. Kg Sliding pendulum bearing
CN202913510U (en) * 2012-11-28 2013-05-01 机械工业第三设计研究院 Nest truss sliding support
JP2013096169A (en) * 2011-11-02 2013-05-20 Tokkyokiki Corp Vibration reducing device
CN103541430A (en) * 2013-10-31 2014-01-29 同济大学建筑设计研究院(集团)有限公司 Support connection structure for steel structure corridor
CN203594102U (en) * 2013-10-31 2014-05-14 同济大学建筑设计研究院(集团)有限公司 Steel-structure corridor sliding support structure
CN205153134U (en) * 2015-10-23 2016-04-13 中国五冶集团有限公司 Hinged -support slides

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8371075B2 (en) * 2005-12-16 2013-02-12 Maurer Sohne Engineering Gmbh & Co. Kg Sliding pendulum bearing
JP2010121284A (en) * 2008-11-17 2010-06-03 Tekken Constr Co Ltd Construction method of steel structure
CN201695519U (en) * 2010-04-30 2011-01-05 湖北弘毅建筑装饰工程有限公司 Sliding bearing of building
JP2013096169A (en) * 2011-11-02 2013-05-20 Tokkyokiki Corp Vibration reducing device
CN202913510U (en) * 2012-11-28 2013-05-01 机械工业第三设计研究院 Nest truss sliding support
CN103541430A (en) * 2013-10-31 2014-01-29 同济大学建筑设计研究院(集团)有限公司 Support connection structure for steel structure corridor
CN203594102U (en) * 2013-10-31 2014-05-14 同济大学建筑设计研究院(集团)有限公司 Steel-structure corridor sliding support structure
CN205153134U (en) * 2015-10-23 2016-04-13 中国五冶集团有限公司 Hinged -support slides

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106284677A (en) * 2016-08-24 2017-01-04 安徽瑶海钢构建设集团股份有限公司 A kind of steel frame construction on vestibule
CN106522360A (en) * 2016-11-22 2017-03-22 华东建筑设计研究院有限公司 Connection bridge structure between buildings
CN111379316A (en) * 2020-03-25 2020-07-07 广东现代建筑设计与顾问有限公司 Weak connection structure of superelevation layer vestibule
CN111379316B (en) * 2020-03-25 2021-05-11 广东现代建筑设计与顾问有限公司 Weak connection structure of superelevation layer vestibule
CN111456219A (en) * 2020-03-27 2020-07-28 广州大学 Damping corridor of bent lever type double-tower high-rise building
CN111456219B (en) * 2020-03-27 2021-09-24 广州大学 Damping corridor of bent lever type double-tower high-rise building

Also Published As

Publication number Publication date
CN105220770B (en) 2017-10-03

Similar Documents

Publication Publication Date Title
CN105220770A (en) Slip hinge support and construction method
CN205153134U (en) Hinged -support slides
CN205421989U (en) Welding H shaped steel supports reinforcing apparatus
CN104695605A (en) Assembling type die of rib floor
CN210086806U (en) U-shaped aluminum alloy template
CN215671008U (en) Support with equipment building templates
CN210342227U (en) Novel assembly type building frame
CN205296583U (en) Novel box post
CN208473065U (en) A kind of glass curtain wall keel structure
CN211898962U (en) Embedded part for building construction
CN207555161U (en) A kind of fixing device for tube rolling device
CN106320692A (en) Building splicing formwork
CN207419772U (en) Angle steel stationary nodes device at the top of a kind of interior wall
CN207609966U (en) A kind of construction tripod being easily installed
CN210152236U (en) Reinforcement type template for building engineering
CN208749102U (en) A kind of template for constructional engineering construction
CN219951693U (en) Cable tower upper beam structure convenient to install
CN211080574U (en) Floor and wall beam connecting structure of assembled steel-wood structure
CN220539313U (en) Fastener type high formwork system safety corner support mechanism for building construction
CN212670853U (en) Building steel structure connecting piece
CN219281286U (en) Shear force wall external corner shaping template locator
CN215371927U (en) Wall-mounted fixing structure of balancing device
CN217998377U (en) Assembled building steel structure that stability is good
CN209244252U (en) A kind of construction concrete-pouring template
CN219175870U (en) Vertical reinforcing steel bar installation positioning device of building industrialization toughness formwork structure system

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant