CN212612629U - Quick ann tears whole cast-in-place piping lane mounting system who moves changeable formula - Google Patents

Quick ann tears whole cast-in-place piping lane mounting system who moves changeable formula Download PDF

Info

Publication number
CN212612629U
CN212612629U CN202021730186.3U CN202021730186U CN212612629U CN 212612629 U CN212612629 U CN 212612629U CN 202021730186 U CN202021730186 U CN 202021730186U CN 212612629 U CN212612629 U CN 212612629U
Authority
CN
China
Prior art keywords
support
vertical
clamping
telescopic
rods
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.)
Active
Application number
CN202021730186.3U
Other languages
Chinese (zh)
Inventor
薛君
马宏宇
匡昊
肖兴北
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.)
CCCC First Highway Engineering Co Ltd
No 1 Engineering Co Ltd of CCCC First Highway Engineering Co Ltd
Original Assignee
CCCC First Highway Engineering Co Ltd
No 1 Engineering Co Ltd of CCCC First Highway Engineering Co 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 CCCC First Highway Engineering Co Ltd, No 1 Engineering Co Ltd of CCCC First Highway Engineering Co Ltd filed Critical CCCC First Highway Engineering Co Ltd
Priority to CN202021730186.3U priority Critical patent/CN212612629U/en
Application granted granted Critical
Publication of CN212612629U publication Critical patent/CN212612629U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The utility model belongs to a fast ann tears whole cast-in-place piping lane braced system that moves of changeable formula open, including support pole setting, support horizontal pole and support vertical pole. The quick mounting, dismounting, arranging and moving variable cast-in-situ pipe gallery support system further comprises a telescopic top support structure, a telescopic bottom support structure, a telescopic transverse support structure, a quick connection fixing piece structure and an I-shaped steel supporting and supporting beam. The upper, middle and lower parts of a plurality of support upright rods distributed in a matrix form are transversely and longitudinally connected and fixed with a plurality of support transverse rods and support longitudinal rods at each intersection through a plurality of quick-connection fixing part structures to form a support framework of a support system; the upper end and the lower end of each support upright rod are respectively provided with a telescopic top support structure and a telescopic bottom support structure, and the two ends of each support longitudinal rod are respectively provided with a telescopic transverse support structure to form a support system. The utility model discloses can effectively cooperate and adapt to the construction of cast-in-place piping lane prefab, it is good to have labour saving and time saving, security, and is efficient, and the construction progress is fast and pour the advantage of being of high quality.

Description

Quick ann tears whole cast-in-place piping lane mounting system who moves changeable formula
Technical Field
The utility model belongs to a fast ann tears whole cast-in-place piping lane mounting system that moves of changeable formula open.
Background
To the pipe gallery engineering that present national gross promotes, because the waterproof nature of pipe gallery requires highly, and the following engineering construction is followed closely to probably after the pipe gallery construction, so the pipe gallery adopts the cast-in-place construction more, and the time limit for a project requires comparatively short. In the traditional cast-in-place support method, the installation and disassembly cycle operation usually takes a long time, the butt joint points of the pipe fittings and the supports during installation and disassembly of the supports are connected by screw fasteners or bolts, the installation and disassembly speed is slow, time and labor are wasted, the project progress is seriously influenced, and the solid pouring quality of the pipe gallery is influenced after repeated assembly and disassembly. If once drop into fixed mounting system not only greatly increased construction cost, and can't adapt to the cast-in-place piping lane prefab of polytypic size again.
Disclosure of Invention
The utility model aims at designing a quick safe cast-in-place piping lane mounting system of neatly removing changeability formula, can effectively cooperate the construction of adaptation cast-in-place piping lane prefab, it is good to have labour saving and time saving, security, efficient, and the construction progress is fast and pour the advantage of high quality.
Therefore, the utility model discloses a quick ann tears whole cast-in-place piping lane mounting system that moves of changing more, including support pole setting, support horizontal pole and support vertical pole. The quick mounting, dismounting, arranging and moving variable cast-in-situ pipe gallery support system further comprises a telescopic top support structure, a telescopic bottom support structure, a telescopic transverse support structure, a quick connection fixing piece structure and an I-shaped steel supporting and supporting beam. The upper, middle and lower parts of a plurality of support upright rods distributed in a matrix form are transversely and longitudinally connected and fixed with a plurality of support transverse rods and support longitudinal rods at each intersection through a plurality of quick-connection fixing part structures to form a support framework of a support system; the upper ends of the support vertical rods are respectively provided with a telescopic top supporting structure, the lower ends of the support vertical rods are respectively provided with a telescopic bottom supporting structure, and the two ends of each support vertical rod are respectively provided with a telescopic transverse supporting structure to form a support system.
The length, width and height of each supporting framework are matched with the length, width and height of a pipe gallery of the cast-in-place prefabricated member.
The quick-connection fixing piece structure is used for connecting cross points of support upright rods, support cross rods and support longitudinal rods of a fixed support system. The quick-connecting fixing piece structure consists of a vertical clamping pipe, a horizontal clamping pipe, a longitudinal clamping pipe, a clamping wedge groove and a fixing wedge nail. The vertical clamping pipe, the horizontal clamping pipe and the vertical clamping pipe are respectively steel through pipes, the horizontal clamping pipe and the vertical clamping pipe are vertically fixed at the middle parts of the outer sides into a whole, and the middle part of the vertical clamping pipe is vertically fixed with the horizontal clamping pipe and the vertical clamping pipe into a whole at the middle cross fixing point of the horizontal clamping pipe and the vertical clamping pipe. At least one port part of each vertical, horizontal and vertical clamping pipe is provided with a clamping and fixing wedge groove, the longitudinal section of the clamping and fixing wedge groove is triangular, the port part is a vertical surface at the rear part of the triangle, and the inclined surface of the triangle is an inclined surface which gradually inclines from the port part to the inner wall of the pipe wall. The vertical section of the solid wedge nail is triangular, the transverse section of the solid wedge nail is arc-shaped, and the vertical surface at the rear end of the solid wedge nail and the lower part of the wedge handle are fixed into a whole.
Or: the quick-connection fixing piece structure is used for connecting cross points of support upright rods, support cross rods and support longitudinal rods of a fixed support system. The quick-connecting fixing piece structure consists of a vertical clamping pipe, a horizontal clamping pipe, a longitudinal clamping pipe, a clamping wedge groove and a fixing wedge nail. The vertical clamping pipe is a steel through pipe, the horizontal clamping pipe and the vertical clamping pipe are respectively steel pipes, one ends of the 2 horizontal clamping pipes and one ends of the 2 vertical clamping pipes are respectively vertically distributed and fixed in the middle of the vertical clamping pipe in a cross shape, and clamping wedge grooves are formed in the port parts of the vertical clamping pipe, the horizontal clamping pipe and the vertical clamping pipe. The longitudinal section of the clamping wedge groove is triangular, the port part is a vertical surface at the rear part of the triangle, and the inclined surface of the triangle is an inclined surface which gradually inclines from the port part to the inner wall of the pipe wall. The vertical section of the solid wedge nail is triangular, the transverse section of the solid wedge nail is arc-shaped, and the vertical surface at the rear end of the solid wedge nail and the lower part of the wedge handle are fixed into a whole.
The telescopic top supporting structure is used for adjusting the length of the upper end of the support vertical rod and supporting the I-steel supporting top beam and a top template of the cast-in-place pipe gallery, and consists of a screw rod, a limiting spiral ring and a top support. The lower part of the screw rod is inserted and fixed in an upper port of the support vertical rod, the limiting spiral ring is screwed on the screw rod, the upper end of the screw rod is provided with a U-shaped top support, and the I-shaped steel supporting beam is positioned on the top support.
The telescopic bottom supporting structure is used for adjusting the length of the lower end of the support upright rod and moving the support system, and consists of a bottom screw rod, a limiting spiral ring, a clamping wheel frame, a shaft rod, a moving wheel and a fastening nut. The upper portion of the bottom screw rod is inserted and fixed in the lower port of the support vertical rod, the limiting spiral ring is screwed on the bottom screw rod, the lower end of the bottom screw rod is provided with an inverted U-shaped clamping wheel frame, two sides of the lower end of the clamping wheel frame are arranged in the shaft hole, the shaft rod penetrates through the shaft holes in the two sides of the clamping wheel frame, the two ends of the shaft rod are fixed on the clamping wheel frame through a gasket and a fastening nut, and the shaft rod is axially provided with a.
The telescopic transverse supporting structure is used for adjusting the length of two ends of the longitudinal rod of the support and supporting the side templates of the cast-in-situ pipe gallery, the telescopic transverse supporting structure is composed of a transverse screw rod, a limiting spiral ring and a supporting steel plate, one end of the transverse screw rod is inserted into ports of two ends of the longitudinal rod of the support, the limiting spiral ring is screwed on the transverse screw rod, and the other end of the transverse screw rod is provided with a supporting steel plate supporting the side templates.
The device achieves the purpose of the utility model.
The utility model discloses can effectively cooperate and adapt to the construction of cast-in-place piping lane prefab, it is good to have labour saving and time saving, security, and is efficient, and the construction progress is fast and pour the advantage of being of high quality.
Compared with the prior art, the utility model, there are following advantage and positive effect:
(1) the utility model discloses a whole support of putting up that moves changeable formula cast-in-place piping lane mounting system for traditional manual work has the advantage of tearing open fast ann, and the work progress only needs ann to tear open once, saves time and saves labour laborsaving. The utility model discloses a meet mounting structure soon and be used for connecting the crosspoint of each support pole setting, support horizontal pole and the support vertical pole of fixed bolster system, with each contact of solid wedge groove of card and fixed separation, each pipe joint of tradition adopts fixed separation modes such as spiral shell knot, screw thread, bolt, the structure is more simple, convenient to use, ann tear open portably rapidly, fixed firm, efficient, can accelerate the engineering construction progress.
(2) The utility model discloses a scalable top bearing structure, scalable end bearing structure, scalable horizontal bearing structure can the rapid change mounting system length, wide, height and quick moving as a whole mounting system have accelerated the construction speed greatly, have stopped the artifical of putting up repeatedly and the waste of material, have saved the engineering time, and it shows to calculate the utility model discloses can save and put up steel 20%, make construction cost reduce 60%, construction speed improves more than 6 times.
(3) The utility model discloses a structure, scientific and reasonable, can improve work efficiency and quality, the assembly line beat construction of being convenient for, the support system recycles, is applicable to different width piping lane constructions, and also is applicable at the piping lane construction that has violently, longitudinal slope, has reduced construction cost.
Drawings
Fig. 1 is a schematic structural diagram of the bracket system of the present invention.
Fig. 2 is a schematic side view of the bracket system of the present invention.
Fig. 3 is a schematic view of the retractable roof support structure of the present invention.
Fig. 4 is a partial schematic view of the retractable bottom support structure of the present invention.
Fig. 5 is a schematic view of a retractable lateral support structure of the present invention.
Fig. 6 is a schematic view of the structure of the quick-connect fastener of the present invention.
Fig. 7 is a schematic view of another embodiment of the quick connect fastener structure of the present invention.
Fig. 8 is a schematic view of the fastening wedge nail of the quick-connect fixing member structure of the present invention.
Fig. 9 is a right side schematic view of the structure of fig. 8.
Fig. 10 is a schematic structural view of the fastening wedge nail of the quick-connect fastener structure of the present invention.
Fig. 11 is a schematic view of the structure of the usage state of the present invention.
Detailed Description
As shown in fig. 1 to 11, a quick-mounting-dismounting, arranging and moving variable type cast-in-situ pipe gallery support system comprises support upright rods 1, support cross rods 6 and support longitudinal rods 7. The quick mounting, dismounting, arranging and moving variable cast-in-situ pipe gallery support system further comprises a telescopic top support structure 2, a telescopic bottom support structure 3, a telescopic transverse support structure 8, a quick connection fixing piece structure 5 and an I-steel supporting and jacking beam 4. The upper, middle and lower parts of a plurality of support upright rods distributed in a matrix form are transversely and longitudinally connected and fixed with a plurality of support transverse rods and support longitudinal rods at each intersection through a plurality of quick-connection fixing part structures to form a support framework of a support system; the upper ends of the support vertical rods are respectively provided with a telescopic top supporting structure, the lower ends of the support vertical rods are respectively provided with a telescopic bottom supporting structure, and the two ends of each support vertical rod are respectively provided with a telescopic transverse supporting structure to form a support system.
The support upright stanchion, the support cross rod and the support longitudinal rod can be made of steel pipes with the outer diameter of 4-5 cm and the wall thickness of 0.6-0.8 cm. The distance between adjacent support upright rods is 1-1.5 m, the distance between adjacent support cross rods is 1-1.5 m, and the distance between adjacent support longitudinal rods is 1-1.5 m.
The length, width and height of each support framework are matched with the length, width and height of the pipe gallery 12 of the cast-in-place prefabricated member.
As shown in fig. 6 to 10, the quick-connect fastener structure 5 is used for connecting and fixing the intersection points of the vertical support rods, the horizontal support rods and the vertical support rods of the support system.
As shown in FIG. 6, the quick-connect fastener structure is composed of a vertical clamping pipe 51, a horizontal clamping pipe 52, a vertical clamping pipe 55, a clamping wedge groove 54 and a fastening wedge nail 57. The vertical clamping pipe, the horizontal clamping pipe and the vertical clamping pipe are steel through pipes 53 respectively. The middle part of the vertical clamping pipe is vertically fixed with the horizontal clamping pipe and the vertical clamping pipe into a whole through welding at the middle cross fixing point of the horizontal clamping pipe and the vertical clamping pipe. At least one port part of each vertical, horizontal and vertical clamping pipe is provided with a clamping and fixing wedge groove. The longitudinal section of the clamping wedge groove is triangular, the port part is a vertical surface at the rear part of the triangle, and the inclined surface of the triangle is an inclined surface which gradually inclines from the port part to the inner wall of the pipe wall. When the fixing is carried out, the cross rod of the bracket can pass through the transverse clamping pipe and is fixed in the transverse clamping pipe by the fixing wedge nail at the corresponding position; the longitudinal rod of the bracket can penetrate through the longitudinal clamping pipe and is fixed in the longitudinal clamping pipe by the fixing wedge nail at the corresponding position.
As shown in fig. 8 and 9, the longitudinal section of the fastening wedge 57 is triangular, the transverse section of the fastening wedge is arc-shaped, and the vertical surface of the rear end of the fastening wedge is fixed with the lower part of the wedge handle 58 by welding or direct processing. The fixing wedge nail is made of steel so as to facilitate hammering.
As shown in fig. 7, or: the quick-connection fixing piece structure is used for connecting cross points of support upright rods, support cross rods and support longitudinal rods of a fixed support system. The quick-connecting fixing piece structure consists of a vertical clamping pipe, a horizontal clamping pipe, a longitudinal clamping pipe, a clamping wedge groove and a fixing wedge nail. The vertical clamping pipe is a steel through pipe, the horizontal clamping pipe and the vertical clamping pipe are respectively steel pipes, and one ends of the 2 horizontal clamping pipes and one ends of the 2 vertical clamping pipes (or collectively called the universal clamping pipes 56) are respectively vertically distributed in a cross shape and are fixed in the middle of the vertical clamping pipe through welding. The end opening of each universal clamping tube 56 is provided with a clamping wedge groove. The longitudinal section of the clamping wedge groove is triangular, the port part is a vertical surface at the rear part of the triangle, and the inclined surface of the triangle is an inclined surface which gradually inclines from the port part to the inner wall of the pipe wall. The vertical section of the solid wedge nail is triangular, the transverse section of the solid wedge nail is arc-shaped, and the vertical surface at the rear end of the solid wedge nail and the lower part of the wedge handle are fixed into a whole.
When the fixing device is used for fixing, the end heads of the support transverse rods or the support longitudinal rods are inserted into the corresponding universal clamping pipes and are fixed in the corresponding universal clamping pipes through fixing wedge nails.
The inner diameter of the vertical clamping pipe, the horizontal clamping pipe and the vertical clamping pipe (or the universal clamping pipe 56) is long enough to ensure that the vertical clamping pipe, the horizontal clamping pipe and the vertical clamping pipe can be inserted into (as shown in the structure of fig. 7) or pass through (as shown in the structure of fig. 6).
As shown in fig. 10, when the quick-connect fastener structure is used to connect each of the vertical support rods, the horizontal support rods, and the vertical support rods of the fixed support system, after the horizontal support rods are inserted into the lateral fastening tubes (or the universal fastening tubes), the tips of the butt joint ends of the lateral fastening tubes (or the universal fastening tubes) are inserted into the corresponding fastening wedge grooves, and the wedge handles at the rear ends of the fastening wedge nails are hammered by hammering, so that the fastening wedge nails are wedged between the wall of the lateral fastening tube (or the universal fastening tube) and the outer wall of the inserted horizontal support rod, and the corresponding horizontal support rods are fixed in the wall of the corresponding lateral fastening tube (or the universal fastening tube).
As shown in fig. 3, the retractable top supporting structure 2 is used for adjusting the length of the upper end of the vertical rod of the support and supporting the I-steel supporting top beam 4 and the top template 9 of the cast-in-place pipe gallery prefabricated member 10. The telescopic top supporting structure is composed of a screw rod 21, a limiting spiral ring 22 and a top support 23. The lower part of the screw rod is inserted and fixed in an upper port of the support vertical rod, the limiting spiral ring is screwed on the screw rod, the upper end of the screw rod is provided with a U-shaped top support, and the I-shaped steel supporting beam is positioned on the top support.
As shown in fig. 4, the retractable bottom support structure 3 is used to adjust the length of the lower end of the leg upright and to move the leg system. The telescopic bottom supporting structure is composed of a bottom screw rod 31, a limit screw ring, a clamping wheel frame 32, a shaft rod 33, a moving wheel 36 and a fastening nut 34. The upper portion of end screw rod is inserted firmly in the lower port of support pole setting, and spacing spiro union spiral shell is established on end screw rod, and the lower extreme of end screw rod is equipped with the card wheel carrier of the shape of falling U, and the lower extreme both sides of card wheel carrier are established in the shaft hole, and the axostylus axostyle passes the shaft hole and both ends of card wheel carrier both sides and passes through gasket 35 and fastening nut to be fixed on the card wheel carrier, and the axle lever is equipped with the removal wheel on.
As shown in fig. 5, the retractable lateral support structure 8 is used for adjusting the length of the two ends of the vertical rod of the support and supporting the side templates 11 of the cast-in-situ pipe gallery 12. The telescopic transverse supporting structure is composed of a transverse screw 81, a limiting spiral ring 82 and a supporting steel plate 83. One end of the transverse screw rod is fixedly inserted into the ports at the two ends of the longitudinal rod of the bracket, the limiting spiral ring is screwed on the transverse screw rod, and the other end of the transverse screw rod is provided with a supporting steel plate for supporting the side template.
The utility model provides a method for cast-in-place pipe gallery is under construction with quick ann's method of tearing open to arrange and remove changeable formula cast-in-place pipe gallery mounting system, includes the following step:
(1) and the preparation of the support upright stanchion, the support cross rod, the support longitudinal rod, the telescopic top supporting structure, the telescopic bottom supporting structure, the telescopic transverse supporting structure, the quick-connection fixing part structure and the I-steel supporting top beam is completed in a processing factory.
The lengths of the support vertical rod and the support longitudinal rod are designed according to the height and the width of the designed cast-in-place component pipe gallery.
In order to facilitate the assembly of the support upright stanchion, the support cross rod and the support longitudinal rod to form a support system, the inner and outer diameters of the support upright stanchion, the support cross rod and the support longitudinal rod should be the same.
The inner diameters of the vertical clamping pipe, the horizontal clamping pipe and the vertical clamping pipe of the quick-connection fixing piece are matched with the outer diameters of the support vertical rod, the support transverse rod and the support longitudinal rod, and the support vertical rod, the support transverse rod and the support longitudinal rod can be inserted into or penetrate through the vertical clamping pipe, the horizontal clamping pipe, the vertical clamping pipe and the general clamping pipe.
The pointed end of the fixing wedge nail of the quick-connecting fixing piece can be inserted into the clamping and fixing wedge groove.
And (3) transporting the prepared support upright rods, support cross rods, support longitudinal rods, telescopic top supporting structures, telescopic bottom supporting structures, telescopic transverse supporting structures, quick-connection fixing part structures and I-shaped steel supporting beams to a cast-in-situ pipe gallery construction site.
(2) And pouring the concrete of the bottom plate of the pipe gallery according to the designed cast-in-place member at the construction site of the cast-in-place pipe gallery, and maintaining and forming.
(3) Assembling a support system on a formed concrete bottom plate, wherein the lower ends of a plurality of support vertical rods distributed in a matrix are positioned on the formed concrete bottom plate, the upper, middle and lower parts of each support vertical rod are transversely and longitudinally inserted and connected with a plurality of support transverse rods and support longitudinal rods at each intersection through a plurality of transverse and longitudinal clamp pipes of quick-connection fixing part structures, the butt joint pipe ends of the clamp pipes are inserted into corresponding clamp wedge grooves through the tip parts of clamp wedge nails, and wedge handles at the rear ends of the clamp wedge nails are hammered by hammering to wedge the clamp wedge nails between the clamp pipe walls and the outer walls of the inserted clamp pipes so as to fix the corresponding pipes and form a support framework of the support system in the corresponding clamp pipe walls.
The upper ends of the support upright posts are respectively provided with a telescopic top supporting structure, the lower parts of the screw rods of the telescopic top supporting structures are inserted and fixed in the upper end ports of the support upright posts, the position of the limiting spiral ring 22 on the screw rod 21 is adjusted, and the lower end surface of the limiting spiral ring is supported on the upper end port edges of the support upright posts.
The lower ends of the support vertical rods are respectively provided with a telescopic bottom supporting structure, the upper parts of bottom screws of the telescopic bottom supporting structures are inserted and fixed in the lower end ports of the support vertical rods, the positions of the limiting screw rings on the bottom screws are adjusted, the upper end surfaces of the limiting screw rings are supported on the lower end port edges of the support vertical rods, and moving wheels at the lower ends of the bottom screws can run on a formed concrete bottom plate.
The two ends of each support longitudinal rod are respectively provided with a telescopic transverse supporting structure, the inner end of a transverse screw rod of each telescopic transverse supporting structure is inserted and fixed in the two end ports of the support longitudinal rods, the position of a limiting spiral ring 82 on the transverse screw rod is adjusted, the inner end face of the limiting spiral ring is supported on the end port edge of the support longitudinal rods, and a supporting steel plate at the outer end of the transverse screw rod outwards supports the side template.
Forming a stent system.
Adjusting the height of the top of the telescopic top supporting structure to enable the top supports to be on the same plane, locking each moving wheel, and placing an I-steel supporting top beam for supporting a top template on each transverse top support; the lengths of the two sides of the telescopic transverse supporting structure are adjusted, so that the supporting steel plates on the two sides are respectively on the same side plane.
(4) And binding the side wall of the prefabricated member of the cast-in-situ pipe gallery and the supporting steel bars of the top plate.
(5) Installing a side template and a top template: adjusting the position of the limiting spiral ring of each telescopic transverse supporting structure on the transverse screw rod to enable each supporting steel plate to be supported on the outer side surface of the installed side template; and adjusting the position of the limiting spiral ring of each telescopic top supporting structure on the screw rod to enable the lower end surface of the top template mounted on the supporting top of the I-steel supporting beam on each supporting support.
(6) Concrete is poured into the side templates and the top templates, after water spraying and curing are finished, the positions of the limit spiral rings on the screw rods are loosened, the top supporting steel plates are retracted inwards by 5-8 cm, the top supports and the I-shaped steel supporting top beams are retracted downwards by 5-8 cm, and the support system is separated from the side templates and the top templates.
(7) And (4) removing the locked moving wheels, integrally pushing the support system forwards to the next site to finish the next casting pipe gallery operation on the bottom plate concrete of the casting pipe gallery, repeating the steps (4) to (7) until the construction of the concrete members of the casting pipe gallery is finished, and removing the support system.
The support pole setting and each connect the fixed connection of the card pipe immediately of mounting structure soon be: the supporting vertical rod is inserted into the vertical clamping pipe, a clamping wedge groove is formed in the lower end opening of the vertical clamping pipe, and the fixing wedge nail is wedged into the clamping wedge groove from bottom to top and is fixed between the wall of the vertical clamping pipe and the outer wall of the supporting vertical rod.
The support dismantling system comprises the steps of dismantling all telescopic top supporting structures and all telescopic bottom supporting structures from all supporting vertical rods, dismantling all telescopic transverse supporting structures from all supporting vertical rods, reversely knocking out fixing wedge nails in all bayonet pipe end openings, and separating the quick-connection fixing piece structures, the support vertical rods, the support transverse rods and the support vertical rods.
In a word, the utility model discloses can effectively cooperate the construction of adaptation cast-in-place piping lane prefab, it is good to have labour saving and time saving, security, and is efficient, and the construction progress is fast and pour the advantage of being of high quality, can use widely.

Claims (7)

1. The utility model provides a quick ann is torn open to arrange and is moved cast-in-place piping lane braced system of changeable formula, includes support pole setting, support horizontal pole and support vertical pole, its characterized in that: the quick mounting, dismounting, correcting and moving variable cast-in-situ pipe gallery support system also comprises a telescopic top support structure, a telescopic bottom support structure, a telescopic transverse support structure, a quick connection fixing piece structure and an I-shaped steel supporting top beam; the upper, middle and lower parts of a plurality of support upright rods distributed in a matrix form are transversely and longitudinally connected and fixed with a plurality of support transverse rods and support longitudinal rods at each intersection through a plurality of quick-connection fixing part structures to form a support framework of a support system; the upper ends of the support vertical rods are respectively provided with a telescopic top supporting structure, the lower ends of the support vertical rods are respectively provided with a telescopic bottom supporting structure, and the two ends of each support vertical rod are respectively provided with a telescopic transverse supporting structure to form a support system.
2. The mounting system of claim 1, wherein: the length, width and height of each support framework are matched with the length, width and height of a pipe gallery of the cast-in-place prefabricated member.
3. The mounting system of claim 1, wherein: the quick-connecting fixing piece structure is used for connecting cross points of support vertical rods, support transverse rods and support longitudinal rods of a fixed support system, and consists of vertical clamping pipes, horizontal clamping pipes, vertical clamping pipes, clamping wedge grooves and fixing wedge nails, wherein the vertical clamping pipes, the horizontal clamping pipes and the vertical clamping pipes are steel through pipes respectively, the horizontal clamping pipes and the vertical clamping pipes are vertically fixed into a whole at the middle parts of the outer sides, the middle parts of the vertical clamping pipes are vertically fixed into a whole with the horizontal clamping pipes and the vertical clamping pipes at the cross fixing points of the middle parts of the horizontal clamping pipes and the vertical clamping pipes, at least one port part of each vertical, horizontal and vertical clamping pipe is provided with the clamping wedge grooves, the longitudinal section of each clamping wedge groove is triangular, the port part is a vertical surface at the rear part of the triangle, and the inclined surface of the triangle is an inclined surface which gradually inclines from the port part to the inner wall of the pipe; the vertical section of the solid wedge nail is triangular, the transverse section of the solid wedge nail is arc-shaped, and the vertical surface at the rear end of the solid wedge nail and the lower part of the wedge handle are fixed into a whole.
4. The mounting system of claim 1, wherein: the quick-connection fixing piece structure is used for connecting and fixing cross points of support vertical rods, support transverse rods and support longitudinal rods of a support system, and consists of vertical clamping pipes, horizontal clamping pipes, longitudinal clamping pipes, clamping wedge grooves and fixing wedge nails, wherein the vertical clamping pipes are steel through pipes, the horizontal clamping pipes and the longitudinal clamping pipes are respectively steel pipes, one ends of the 2 horizontal clamping pipes and one ends of the 2 longitudinal clamping pipes are respectively vertically distributed and fixed in the middle of the vertical clamping pipes in a cross shape, the clamping wedge grooves are arranged at port parts of the vertical, horizontal and longitudinal clamping pipes, the longitudinal sections of the clamping wedge grooves are triangular, the port parts are vertical surfaces at the rear parts of the triangles, and the inclined surfaces of the triangles are inclined surfaces gradually inclined from the port parts to the inner walls of the pipe walls; the vertical section of the solid wedge nail is triangular, the transverse section of the solid wedge nail is arc-shaped, and the vertical surface at the rear end of the solid wedge nail and the lower part of the wedge handle are fixed into a whole.
5. The mounting system of claim 1, wherein: the telescopic top supporting structure is used for adjusting the length of the upper end of the support vertical rod and supporting the I-steel supporting top beam and a top template of the cast-in-place pipe gallery, the telescopic top supporting structure is composed of a screw rod, a limiting spiral ring and a top support, the lower portion of the screw rod is fixedly inserted into the upper end opening of the support vertical rod, the limiting spiral ring is screwed on the screw rod, the upper end of the screw rod is provided with a U-shaped top support, and the I-steel supporting top beam is positioned on the top support.
6. The mounting system of claim 1, wherein: the telescopic bottom supporting structure is used for adjusting the length of the lower end of the support vertical rod and moving the support system, and comprises a bottom screw, a limiting spiral ring, a clamping wheel frame, a shaft rod, a moving wheel and a fastening nut, wherein the upper part of the bottom screw is inserted and fixed in the lower port of the support vertical rod, the limiting spiral ring is screwed on the bottom screw, the lower end of the bottom screw is provided with the inverted U-shaped clamping wheel frame, the two sides of the lower end of the clamping wheel frame are arranged in shaft holes, the shaft rod penetrates through the shaft holes in the two sides of the clamping wheel frame, the two ends of the shaft rod are fixed on the clamping wheel frame through a gasket and the fastening nut, and the shaft.
7. The mounting system of claim 1, wherein: the telescopic transverse supporting structure is used for adjusting the length of two ends of the longitudinal rod of the support and supporting the side templates of the cast-in-situ pipe gallery, the telescopic transverse supporting structure is composed of a transverse screw rod, a limiting spiral ring and a supporting steel plate, one end of the transverse screw rod is inserted into ports of two ends of the longitudinal rod of the support, the limiting spiral ring is screwed on the transverse screw rod, and the other end of the transverse screw rod is provided with a supporting steel plate supporting the side templates.
CN202021730186.3U 2020-08-19 2020-08-19 Quick ann tears whole cast-in-place piping lane mounting system who moves changeable formula Active CN212612629U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202021730186.3U CN212612629U (en) 2020-08-19 2020-08-19 Quick ann tears whole cast-in-place piping lane mounting system who moves changeable formula

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202021730186.3U CN212612629U (en) 2020-08-19 2020-08-19 Quick ann tears whole cast-in-place piping lane mounting system who moves changeable formula

Publications (1)

Publication Number Publication Date
CN212612629U true CN212612629U (en) 2021-02-26

Family

ID=74712576

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202021730186.3U Active CN212612629U (en) 2020-08-19 2020-08-19 Quick ann tears whole cast-in-place piping lane mounting system who moves changeable formula

Country Status (1)

Country Link
CN (1) CN212612629U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113202037A (en) * 2021-05-07 2021-08-03 中交一公局集团有限公司 Inner support structure for culvert and construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113202037A (en) * 2021-05-07 2021-08-03 中交一公局集团有限公司 Inner support structure for culvert and construction method

Similar Documents

Publication Publication Date Title
CN109914244B (en) Weak bracket system suitable for high-tower reinforced concrete combined beam steel structure installation and bottom and top plate concrete pouring and operation method thereof
CN104196055A (en) Construction method for frameworks on lower portion of basement exterior wall
CN212612629U (en) Quick ann tears whole cast-in-place piping lane mounting system who moves changeable formula
CN111364757A (en) Supporting structure of steel bar truss floor bearing plate
CN214993171U (en) Bridge bent cap construction is with assembled sectional shelf-unit platform
CN219548348U (en) Novel detachable combined cantilever supporting structure
CN110878522B (en) Main tower lower cross beam construction system and construction method
CN209585609U (en) Late poured band support structure
CN111809663A (en) Quick mounting, dismounting, arranging and moving variable cast-in-place pipe gallery support system and construction method thereof
CN110616737A (en) Method for improving positioning qualification rate of pipe gallery embedded part
CN213449476U (en) Novel building template
CN210439163U (en) Diagonal joist supporting structure applicable to assembly and disassembly of continuous beam
CN217580198U (en) Concrete structure unilateral template structure with narrow distance from support pile
CN220909130U (en) Template clamp
CN220621053U (en) Novel template reinforcing and supporting tool
CN220599230U (en) Can dismantle platform of unloading of turnover
CN216006651U (en) Assembly type support for No. 0 blocks of continuous rigid frame bridge
CN210757588U (en) Assembled reinforcing bar processing operation platform frame
CN217680554U (en) Post-cast strip supporting tool convenient to disassemble
CN220686735U (en) Large-span concrete beam slab template supporting system
CN219793636U (en) Formwork support system suitable for steel-concrete combination bridge
CN218373357U (en) Hollow pier internal mold operation platform
CN112962960B (en) Early formwork stripping support system of coincide floor rigid coupling independent stay
CN220847180U (en) Movable formwork device for box culvert pouring
CN220184731U (en) Combined supporting system based on cast-in-situ beam and assembled floor slab

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant