CN217531228U - Assembly is assembled to precast concrete track roof beam template - Google Patents

Assembly is assembled to precast concrete track roof beam template Download PDF

Info

Publication number
CN217531228U
CN217531228U CN202221288908.3U CN202221288908U CN217531228U CN 217531228 U CN217531228 U CN 217531228U CN 202221288908 U CN202221288908 U CN 202221288908U CN 217531228 U CN217531228 U CN 217531228U
Authority
CN
China
Prior art keywords
bottom plate
fixedly connected
concrete
double
shaped upper
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
CN202221288908.3U
Other languages
Chinese (zh)
Inventor
马海龙
吕士东
韩坤杰
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.)
Second Construction Co Ltd of China Construction Eighth Engineering Division Co Ltd
Original Assignee
Second Construction Co Ltd of China Construction Eighth Engineering Division 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 Second Construction Co Ltd of China Construction Eighth Engineering Division Co Ltd filed Critical Second Construction Co Ltd of China Construction Eighth Engineering Division Co Ltd
Priority to CN202221288908.3U priority Critical patent/CN217531228U/en
Application granted granted Critical
Publication of CN217531228U publication Critical patent/CN217531228U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Abstract

The utility model relates to a prefabricated track roof beam pouring equipment technical field specifically is a subassembly is assembled to prefabricated track roof beam template of concrete, include: the bottom plate is fixedly connected to the middle of the upper surface of the bottom plate, side molds are arranged on four sides of the upper surface of the bottom plate, the lower ends of the inner side walls of the side molds are attached to the edge of the bottom plate, lower baffles are fixedly connected to the four sides of the upper surface of the bottom plate, and the lower baffles are attached to the lower ends of the outer side walls of the side molds; the L-shaped upper buckle plate is arranged in a hollow shape with an opening at the lower end, and the L-shaped upper buckle plate is buckled at the splicing part of two adjacent side dies from top to bottom; the beneficial effects are that: through the upper surface fixedly connected with die block and lower baffle at the bottom plate, the side form is installed under between baffle and the die block, and this device can carry out good location to the top and the bottom of side form to avoid the side form to take place to remove and lead to the concrete to reveal under the pressure of concrete.

Description

Assembly is assembled to precast concrete track roof beam template
Technical Field
The utility model relates to a prefabricated track roof beam pouring equipment technical field specifically is a subassembly is assembled to prefabricated track roof beam template of concrete.
Background
The prefabricated track beam is used for the construction of a magnetic suspension train track, and a pouring template of concrete is required to be used in the concrete pouring process of the prefabricated track beam.
Among the prior art, concrete placement template usually has four side moulds to splice each other and makes, is usually fixed each other by the screw between two adjacent side moulds, and its structural strength is lower, and when concreting, the side mould that leads to pouring the template because of the pressure of concrete is too big easily separates to lead to the concrete to take place to reveal. Therefore, the utility model provides a subassembly is assembled to precast concrete track roof beam template is used for solving above-mentioned problem.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a subassembly is assembled to precast concrete track roof beam template to the lower easy alternate segregation's of intensity problem after the template concatenation of pouring that proposes in solving above-mentioned background art.
In order to achieve the above purpose, the utility model provides a following technical scheme: the utility model provides a subassembly is assembled to precast concrete track roof beam template, includes:
the bottom plate is fixedly connected with the middle part of the upper surface of the bottom plate, side dies are arranged on four sides of the upper surface of the bottom plate, the lower ends of the inner side walls of the side dies are attached to the edge of the bottom die, lower baffle plates are fixedly connected with four sides of the upper surface of the bottom plate, and the lower baffle plates are attached to the lower ends of the outer side walls of the side dies;
the bottom plate comprises four L-shaped upper buckling plates, wherein the four L-shaped upper buckling plates are arranged above four corners of the bottom plate respectively, the lower ends of the L-shaped upper buckling plates are in a hollow shape with an opening, and the L-shaped upper buckling plates are buckled at the splicing positions of two adjacent side molds from top to bottom; and
coupling assembling, coupling assembling's both ends are connected adjacent two "L" type upper pinch plate respectively, and the side vaulting pole is installed in coupling assembling's the outside.
Preferably, the connecting assemblies are four, and the four connecting assemblies are respectively positioned on the outer sides of the upper ends of the middle parts of the four side molds.
Preferably, the connecting assembly comprises a double-head threaded sleeve and two connecting rods inserted at two ends of the double-head threaded sleeve in a threaded manner, and one end of each connecting rod, far away from the double-head threaded sleeve, is fixedly connected with a square column.
Preferably, the outer side walls at two ends of the L-shaped upper pinch plate are fixedly connected with connecting blocks, a square groove is formed in the upper surface of each connecting block, the square column is movably connected with the square groove in a penetrating mode and matched with the square groove, and a limiting block is fixedly connected with one end of the square column.
Preferably, the installation lantern ring has all been cup jointed in the equal activity in middle part of double-end swivel nut and the middle part of connecting rod, and the both ends of installation lantern ring are all laminated and are had a spacing ring, and the lateral wall at the lateral wall of double-end swivel nut and the lateral wall of connecting rod are fixed respectively to a plurality of spacing rings.
Preferably, the side stay bar is obliquely arranged and provided with a plurality of side stay bars which are fixedly connected with the mounting collars respectively.
Preferably, the middle part of the side stay bar is fixedly connected with a middle support bar which is obliquely arranged, and the lower end of the middle support bar is fixed on the ground through a bolt.
Compared with the prior art, the beneficial effects of the utility model are that:
the utility model discloses an upper surface fixedly connected with die block and baffle down at the bottom plate, the side form is installed under between baffle and the die block, can avoid the bottom of side form to take place to remove under the concrete pressure effect, buckle from top to bottom in the concatenation department of two adjacent side forms in addition "L" type, can prevent effectively that the side form from taking place to incline under the concrete pressure effect, consequently this device can carry out good location to the top and the bottom of side form, thereby avoid the side form to take place to remove and lead to the concrete to reveal under the pressure of concrete.
Drawings
FIG. 1 is a perspective view of the overall structure of the present invention;
FIG. 2 is a perspective view of the bottom plate structure of the present invention;
FIG. 3 is a perspective view of the L-shaped upper buckle plate of the present invention;
fig. 4 is a schematic view of the structural connection between the double-ended threaded sleeve and the connecting rod of the present invention.
In the figure: 1. a base plate; 2. bottom die; 3. side mould; 4. a lower baffle plate; 5. an L-shaped upper buckle plate; 6. a side stay bar; 7. a double-ended threaded sleeve; 8. a connecting rod; 9. a square column; 10. connecting blocks; 11. a limiting block; 12. mounting a lantern ring; 13. a limiting ring; 14. a middle support rod.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention clear and fully described, embodiments of the present invention will be further described in detail below with reference to the accompanying drawings. It is to be understood that the specific embodiments described herein are merely illustrative of some embodiments of the invention and are not limiting of the invention, and that all other embodiments obtained by those of ordinary skill in the art without the exercise of inventive faculty are within the scope of the invention.
In the description of the present invention, it should be noted that the terms "center", "middle", "upper", "lower", "left", "right", "inner", "outer", "top", "bottom", "side", "vertical", "horizontal", and the like indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience of description and simplicity of description, but do not indicate or imply that the referred device or element must have a specific orientation, be constructed in a specific orientation, and be operated, and thus, should not be construed as limiting the present invention. Furthermore, the terms "a," "an," "first," "second," "third," "fourth," "fifth," and "sixth" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present invention, it should be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, e.g., as meaning either a fixed connection, a removable connection, or an integral connection; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.
For the purposes of simplicity and explanation, the principles of the embodiments are described by referring mainly to examples. In the following description, numerous specific details are set forth in order to provide a thorough understanding of the embodiments. It will be apparent, however, to one skilled in the art that the embodiments may be practiced without these specific details. In some instances, well-known methods and structures have not been described in detail so as not to unnecessarily obscure the embodiments. In addition, all embodiments may be used in combination with each other.
Referring to fig. 1 to 4, the present invention provides a technical solution: the utility model provides a subassembly is assembled to precast concrete track roof beam template, includes: the bottom plate 1, four L-shaped upper pinch plates 5 and a connecting component.
Specifically, a bottom die 2 is fixedly connected to the middle of the upper surface of a bottom plate 1, side dies 3 are arranged on four sides of the upper surface of the bottom plate 1, the lower ends of the inner side walls of the side dies 3 are attached to the edge of the bottom die 2, lower baffles 4 are fixedly connected to four sides of the upper surface of the bottom plate 1, the lower baffles 4 are attached to the lower ends of the outer side walls of the side dies 3, the bottom die 2 and the four side dies 3 are spliced into a complete concrete pouring template, and the lower baffles 4 are used for positioning the bottoms of the side dies 3 so as to prevent the side dies 3 from moving laterally under the pressure action of concrete;
in addition, four L-shaped upper pinch plates 5 are respectively arranged above four corners of the bottom plate 1, the L-shaped upper pinch plates 5 are arranged to be hollow, the lower ends of the L-shaped upper pinch plates 5 are provided with openings, the L-shaped upper pinch plates 5 are buckled at the splicing positions of two adjacent side dies 3 from top to bottom, the L-shaped upper pinch plates 5 can buckle the two adjacent side dies 3, on one hand, the side dies 3 are prevented from moving along the length direction of the side dies, on the other hand, the upper half parts of the side dies 3 are prevented from moving outwards under the action of concrete pressure to cause inclination, and further, the concrete leakage caused by gaps generated between the two adjacent side dies 3 can be effectively avoided;
secondly, coupling assembling is provided with four, and four coupling assembling are located the outside of four side forms 3 middle parts upper ends respectively, and adjacent two "L" type upper pinch plate 5 is connected respectively at coupling assembling's both ends, and side vaulting pole 6 is installed in coupling assembling's the outside, and coupling assembling is used for connecting adjacent two "L" type upper pinch plate 5.
Concretely, coupling assembling includes double-end swivel nut 7 and two connecting rods 8 of screw grafting at double-end swivel nut 7 both ends, consequently, double-end swivel nut 7 can adjust the distance between two adjacent connecting rods 8 when rotating, connecting rod 8 keeps away from the square post of one end fixedly connected with 9 of double-end swivel nut 7, the equal fixedly connected with connecting block 10 of lateral wall at buckle 5 both ends on the L "type, square groove has been seted up to the upper surface of connecting block 10, square post 9 and square groove activity through connection and looks adaptation with it, block square post 9 into the square inslot of connecting block 10 upper surface from top to bottom, connecting rod 8 just can't take place to rotate, the one end fixedly connected with stopper 11 of square post 9, the setting of stopper 11 is used for avoiding connecting rod 8 to lead to buckle 5 separation on the buckle on" L "type often along self axial direction removal, consequently, when double-end swivel nut 7 rotates, connecting rod 8 can adjust the distance between two adjacent" L "buckles" 5 on the L "type along self axial direction removal, thereby ensure that the concatenation side form between 3 is more stable fastening.
And, the installation lantern ring 12 has been cup jointed in the equal activity in middle part of double-end swivel nut 7 and the middle part of connecting rod 8, the both ends of installation lantern ring 12 all laminate limit ring 13, a plurality of limit rings 13 are fixed respectively at the lateral wall of double-end swivel nut 7 and the lateral wall of connecting rod 8, therefore installation lantern ring 12 only can rotate and can't take place to remove, side vaulting pole 6 slope sets up, side vaulting pole 6 is provided with a plurality ofly, a plurality of side vaulting poles 6 respectively with a plurality of installation lantern ring 12 fixed connection, the middle part fixedly connected with slope middle part bracing piece 14 that sets up of side vaulting pole 6, the lower extreme of middle part bracing piece 14 passes through the bolt fastening subaerial, therefore after fixing middle part bracing piece 14 subaerial, as shown in fig. 4, middle part bracing piece 14 strains the middle part of side vaulting pole 6, the lower extreme of side vaulting pole 6 supports ground this moment, the upper end of side vaulting pole 6 compresses tightly double-end swivel nut 7 and connecting rod 8 downwards, thereby ensure that square post 9 can produce the downward pressure to connecting block 10, and then avoid "L" type upper portion 5 upwards moves and lead to take place the separation with side form 3, in addition, side vaulting effect of supporting 3, in case the concrete form 3 that the slope takes place the effect of preventing.
When the device is used, the four side dies 3 are respectively arranged on the four sides of the upper surface of the bottom plate 1, and the bottom die 2 and the lower baffle 4 are respectively attached to the two sides of the lower end of the side dies 3, so that the lower ends of the side dies 3 can be prevented from moving laterally;
then buckling the L-shaped upper buckling plate 5 at the splicing position of two adjacent side dies 3 from top to bottom, then placing a square column 9 on the connecting assembly into a square groove on the upper surface of a connecting block 10 from top to bottom, and then screwing the double-head thread sleeve 7 to enable two connecting rods 8 to be close to each other so as to ensure that the connecting assembly can tighten the two adjacent L-shaped upper buckling plates 5, thereby improving the splicing stability and strength between the four side dies 3;
finally, the lower ends of the side supporting rods 6 are abutted to the ground by rotating the side supporting rods 6, and then the lower ends of the middle supporting rods 14 are fixed to the ground through bolts, so that the stability of the device can be ensured.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims (7)

1. The utility model provides a subassembly is assembled to precast concrete track roof beam template which characterized in that: the method comprises the following steps:
the bottom plate comprises a bottom plate (1), wherein the middle part of the upper surface of the bottom plate (1) is fixedly connected with a bottom die (2), four sides of the upper surface of the bottom plate (1) are respectively provided with a side die (3), the lower end of the inner side wall of each side die (3) is attached to the edge of the bottom die (2), four sides of the upper surface of the bottom plate (1) are respectively and fixedly connected with a lower baffle (4), and the lower baffles (4) are attached to the lower ends of the outer side walls of the side dies (3);
the bottom plate comprises four L-shaped upper buckling plates (5), wherein the four L-shaped upper buckling plates (5) are respectively arranged above four corners of the bottom plate (1), the L-shaped upper buckling plates (5) are arranged in a hollow shape with an opening at the lower end, and the L-shaped upper buckling plates (5) are buckled at the splicing positions of two adjacent side dies (3) from top to bottom; and
coupling assembling, coupling assembling's both ends are connected adjacent two "L" type upper pinch plate (5) respectively, and side vaulting pole (6) are installed to coupling assembling's the outside.
2. The concrete precast track beam formwork assembly component of claim 1, wherein: the connecting assemblies are four and are respectively positioned on the outer sides of the upper ends of the middle parts of the four side dies (3).
3. The concrete precast track beam formwork assembly component of claim 2, wherein: the connecting assembly comprises a double-head threaded sleeve (7) and two connecting rods (8) which are inserted at two ends of the double-head threaded sleeve (7) in a threaded manner, and one end of each connecting rod (8) far away from the double-head threaded sleeve (7) is fixedly connected with a square column (9).
4. The concrete precast track beam formwork assembly component of claim 3, wherein: the utility model discloses a buckle, including "L" type upper pinch plate (5), the equal fixedly connected with connecting block (10) of lateral wall at buckle (5) both ends on "L" type, square groove has been seted up to the upper surface of connecting block (10), square post (9) and square groove activity through connection and with it looks adaptation, the one end fixedly connected with stopper (11) of square post (9).
5. The assembly is assembled to precast concrete track girder template of claim 4, characterized in that: the installation lantern ring (12) has all been cup jointed in the equal activity in middle part of double-end swivel nut (7) and the middle part of connecting rod (8), and the both ends of installation lantern ring (12) all laminate spacing ring (13), and the lateral wall at double-end swivel nut (7) and the lateral wall of connecting rod (8) are fixed respectively in a plurality of spacing ring (13).
6. The concrete precast track beam formwork assembly component of claim 5, wherein: the side stay bar (6) is obliquely arranged, the side stay bar (6) is provided with a plurality of side stay bars (6), and the side stay bars (6) are fixedly connected with a plurality of mounting lantern rings (12) respectively.
7. The concrete precast track beam formwork assembly component of claim 6, wherein: the middle part of the side supporting rod (6) is fixedly connected with a middle supporting rod (14) which is obliquely arranged, and the lower end of the middle supporting rod (14) is fixed on the ground through a bolt.
CN202221288908.3U 2022-05-27 2022-05-27 Assembly is assembled to precast concrete track roof beam template Active CN217531228U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202221288908.3U CN217531228U (en) 2022-05-27 2022-05-27 Assembly is assembled to precast concrete track roof beam template

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202221288908.3U CN217531228U (en) 2022-05-27 2022-05-27 Assembly is assembled to precast concrete track roof beam template

Publications (1)

Publication Number Publication Date
CN217531228U true CN217531228U (en) 2022-10-04

Family

ID=83440554

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202221288908.3U Active CN217531228U (en) 2022-05-27 2022-05-27 Assembly is assembled to precast concrete track roof beam template

Country Status (1)

Country Link
CN (1) CN217531228U (en)

Similar Documents

Publication Publication Date Title
CN111206768B (en) Light beam plate structure platform and construction method thereof
CN209760781U (en) integral assembly type residential formwork
CN216427858U (en) Linear adjusting template device for post-cast section of curved track beam
CN217531228U (en) Assembly is assembled to precast concrete track roof beam template
CN112252460A (en) Prefabricated balcony convenient to disassemble and method
CN217232317U (en) Prefabricated wall horizontal connection structure of assembled house based on BIM
CN111188278A (en) Jig frame structure, jig frame assembly and construction method
CN213499904U (en) Prefabricated staircase mould
CN211377934U (en) Photovoltaic support
CN115627697A (en) Multifunctional bearing platform support system and construction method
CN113006133B (en) Construction method of middle plate hole suitable for assembly type station
CN211221229U (en) Vertical mould car of assembled wallboard
CN209971052U (en) Two T roof beam nomadic formula apparatus for producing of prestressing force
CN212177159U (en) Tunnel steel mould structure
CN214993188U (en) Reusable and high-turnover-rate intelligent template structure
CN210086822U (en) Arch concrete structure formwork device
CN212802817U (en) Light steel and light concrete structure
CN219527354U (en) Pouring template system of oblique leg steel structure bridge
CN214293680U (en) Simple demoulding device
CN220487611U (en) Large-span column-free vault structure formwork device for subway station
CN215594543U (en) Connecting device for concrete structure column and steel structure floor
CN214939300U (en) Bridge support
CN109296111A (en) A kind of two-sided composite wallboard joint structure of large size and construction method of band entirety bay window
CN216865497U (en) Connecting node structure of H-shaped steel and prefabricated wall
CN215760451U (en) Wet district concrete turn-ups construction mould

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant