CN210002261U - Small-interval separating type thin-wall pier template - Google Patents
Small-interval separating type thin-wall pier template Download PDFInfo
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- CN210002261U CN210002261U CN201920367802.4U CN201920367802U CN210002261U CN 210002261 U CN210002261 U CN 210002261U CN 201920367802 U CN201920367802 U CN 201920367802U CN 210002261 U CN210002261 U CN 210002261U
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Abstract
The utility model discloses an booth is apart from disconnect-type thin wall pier plates, including die carrier plate, second die carrier plate for connect the link of die carrier plate and second die carrier plate, install die carrier in in the die carrier plate, and install die carrier in the second die carrier plate, die carrier includes the casting die carrier, and is used for the splint of fixed casting die carrier, the casting die carrier includes the hollow walling of cuboid setting, sets up on the hollow walling wall, and with the perpendicular welded locating reinforcement of hollow walling, and be located hollow walling is surperficial, and with locating reinforcement welded steel bar frame, die carrier's structure and interior die carrier's structure of die carrier in the second send, through using casting die carrier cooperation splint, can improve the portable of assembly, and in addition, the casting die carrier is built with steel bar frame, locating reinforcement, can reduce the use of main reinforcement to improve structural strength, also made things convenient for the cement pouring simultaneously.
Description
Technical Field
The utility model particularly relates to an kinds of booth apart from disconnect-type thin wall pier plates.
Background
At present, the double thin-wall pier is a pier form commonly used in large and middle span highway bridges in our country at the present stage, and is structurally characterized in that two pier walls parallel to each other are hinged or rigidly connected with a main beam on the pier position, the reinforced concrete double thin-wall pier can increase the rigidity of the pier, reduce the peak value of the supporting reaction force of the main beam and improve the attractiveness of the bridge, and the prestressed concrete continuous rigid frame bridge adopts a pier-beam consolidation system, wherein the double thin-wall high pier is ideal flexible piers which can support an upper structure and keep the pier stable, and has fixed flexibility to adapt to the requirement of upper structure displacement.
At present, the template for pouring and building the thin-wall pier is mostly built in multiple ways, particularly the template for building the double-thin-wall high pier is built, the building steps are complex, the construction time is obviously prolonged, in addition, the structure is various, the structural strength is reduced, and the pouring of the thin-wall pier cannot meet the standard requirement easily during building.
Disclosure of Invention
In view of this, the utility model aims at providing kinds of portable that can improve the assembly through using pouring die carrier cooperation splint, in addition, the pouring die carrier is built with steel reinforcement frame, spacer bar, can reduce the use of owner's reinforcing bar to improve structural strength, also made things convenient for the booth apart from disconnect-type thin wall pier stud template of cement pouring simultaneously.
In order to solve the technical problem, the technical scheme of the utility model is that:
A small-spacing separated thin-wall pier template comprises a template frame plate, a second template frame plate, a connecting frame used for connecting a template frame plate and the second template frame plate, a -th inner template frame installed in the -th template frame plate and used for pouring cement, and a second inner template frame installed in the second template frame plate and used for pouring cement, wherein the -th inner template frame comprises a pouring template frame and a clamping plate used for fixing the pouring template frame, the pouring template frame comprises a cuboid-shaped hollow wall shell, positioning steel bars arranged on the wall surface of the hollow wall shell and vertically welded with the hollow wall shell, and steel bar frames located on the surface of the hollow wall shell and welded with the positioning steel bars, and the structure of the second inner template frame is equal to that of the -th inner template frame.
Preferably, the outer wall of the hollow-wall shell is vertically provided with a plurality of rows of wall holes, and the diagonal positions of the hollow-wall shell are arranged on arc-shaped bending parts.
Preferably, the reinforcing steel bar frame is a net-shaped arrangement.
Preferably, the die carrier plate includes the C type plate body, the opening part and the link of C type plate body pass through the fixed closure of screw, the upper and lower both ends of C type plate body still outwards extend and are provided with the layer board, the inner wall of C type plate body still is provided with the interior baffle that is used for making things convenient for the drawing of patterns.
Preferably, the outer wall of the C-shaped plate body is also vertically provided with a plurality of reinforcing ribs, and a plate body through hole is vertically arranged between every two reinforcing ribs.
Preferably, the connecting frame comprises two steel plates with the same area and parallel to each other, and a hollow sleeve which is arranged between the two steel plates and located at the side and used for separating the two steel plates.
Preferably, the hollow sleeve is further provided with a stud.
The utility model discloses technical effect mainly embodies in following aspect: through using pouring die carrier cooperation splint, can improve the portable of assembly, in addition, the pouring die carrier is built with reinforcing bar frame, spacer bar, can reduce the use of main reinforcing bar to improve structural strength, also made things convenient for cement pouring simultaneously.
Drawings
FIG. 1 is a structural diagram of kinds of small-spacing separated thin-wall pier templates of the present invention;
FIG. 2 is a top view of FIG. 1;
FIG. 3 is a top view of the th inner mold frame of FIG. 2;
fig. 4 is a side view of the th inner mold frame of fig. 3.
Detailed Description
In the following, with reference to the drawings, specific embodiments of the present invention are described in detail in , so that the technical solution of the present invention can be more easily understood and grasped.
In the present embodiment, it should be understood that the terms "middle", "upper", "lower", "top", "right side", "left end", "above", "back", "middle", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description of the present invention, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention.
In the present embodiment, if the connection or fixing manner between the components is not specifically described, the connection or fixing manner may be a bolt fixing manner, a pin connecting manner, or the like, which is commonly used in the prior art, and therefore, details thereof are not described in the present embodiment.
Example 1
separated thin-wall pier template with small distance, as shown in fig. 1-2, comprising a die frame plate 1, a second die frame plate 2, a connecting frame 3 for connecting a 0 die frame plate 1 and the second die frame plate 2, a inner die frame 4 for pouring cement, which is installed in the 1 die frame plate 1, and a second inner die frame 5 for pouring cement, which is installed in the second die frame plate 3, the die frame plate 1 comprises a C-shaped plate 11, the opening of the C-shaped plate 11 and the connecting frame 3 are fixed and closed by screws, the upper and lower ends of the C-shaped plate 11 are further provided with support plates 12 extending outwards, the inner wall of the C-shaped plate 11 is further provided with an inner partition plate 13 for facilitating demoulding, the outer wall of the C-shaped plate 11 is further vertically provided with a plurality of reinforcing ribs 111, a through hole 112 is further vertically provided between each two reinforcing ribs 111, the through hole 112 of the plate corresponds to a through hole 4111, the through holes 112 of the C-shaped plate 411, the hollow stud, the hollow post 411, the hollow shell, the fixing structure is used for fixing the two steel plates, the two steel plate 31 and the second die frame plates 31, the two steel plate 31 and the connecting structure for fixing the two steel plate 31, the two steel plate 31 and the two steel plate 31 are used for fixing the two steel plate 31 and the two steel plate 31, the two parallel fixing structure for fixing the two die frame plates, the two die frame plates 31, the two die frame plates 23, the two steel plate 31 and the two steel plate 31 are also used for fixing structure for fixing the two steel plate 31 and the two die frame plates 31 and the two steel plate 31, the two steel plate 31 and the two steel plate 31 are provided with the same post structure for fixing the same.
As shown in fig. 3 to 4, the th inner formwork 4 comprises a casting formwork 41 and a clamping plate 42 for fixing the casting formwork 41, the casting formwork 41 comprises a hollow wall shell 411 arranged in a rectangular parallelepiped, a positioning steel bar 412 arranged on the wall surface of the hollow wall shell 411 and welded perpendicularly to the hollow wall shell 411, and a steel bar frame 413 arranged on the surface of the hollow wall shell 411 and welded to the positioning steel bar 412, the structure of the second inner formwork 5 corresponds to the structure of the th inner formwork 4, a plurality of rows of wall holes 4111 are vertically arranged on the outer wall of the hollow wall shell 411, the diagonal positions of the hollow wall shell 411 are arranged at arc-shaped bent portions 4112, the hollow wall shell 411 is more suitable for being installed in the th formwork frame plate 1 through the bent portions 4112, and the steel bar frame 413 is in a net shape and is more suitable for being welded on the hollow wall shell 411.
In this embodiment, the length of the reinforcing cage 412 is adjusted according to the thickness of the thin-walled pier, and the number of layers of the reinforcing frames 413 is adjusted according to the thickness of the thin-walled pier, and the reinforcing frames are welded to the reinforcing cage 412.
The utility model discloses technical effect mainly embodies in following aspect: through using pouring die carrier cooperation splint, can improve the portable of assembly, in addition, the pouring die carrier is built with reinforcing bar frame, spacer bar, can reduce the use of main reinforcing bar to improve structural strength, also made things convenient for cement pouring simultaneously.
Of course, the above is only a typical example of the present invention, and besides, the present invention can also have other various specific embodiments, and all technical solutions adopting equivalent replacement or equivalent transformation are all within the scope of the present invention as claimed.
Claims (7)
- The small-spacing separated thin-wall pier template is characterized in that the casting mold frame comprises a hollow wall shell, positioning reinforcing steel bars and reinforcing steel bars, the positioning reinforcing steel bars are arranged on the wall surface of the hollow wall shell and are vertically welded with the hollow wall shell, the reinforcing steel bars are positioned on the surface of the hollow wall shell and are welded with the positioning reinforcing steel bars, and the structure of the second inner mold frame is equal to that of the mold frame in the th inner mold frame.
- 2. The closely-spaced and separated thin-walled pier templates of claim 1, wherein the outer wall of the hollow-walled shell is vertically provided with a plurality of rows of wall holes, and the diagonal corners of the hollow-walled shell are provided with curved bent portions.
- 3. The kinds of closely-spaced and separated thin-walled pier templates of claim 1, wherein the reinforcing steel frames are made of net-like material.
- 4. The small-space separation type thin-wall pier templates of claim 1, wherein the formwork comprises a C-shaped plate, the opening of the C-shaped plate is fixed with a connecting frame by screws, the upper and lower ends of the C-shaped plate are extended outwards to form supporting plates, and the inner wall of the C-shaped plate is provided with an inner partition plate for facilitating demoulding.
- 5. The small-spacing separated thin-wall pier template of claim 4, wherein a plurality of reinforcing ribs are vertically arranged on the outer wall of the C-shaped plate body, and plate body through holes are vertically arranged between every two reinforcing ribs.
- 6. The kinds of separated thin-walled pier templates with small space as claimed in claim 1, wherein the connecting frame comprises two parallel steel plates with the same area, and a hollow sleeve disposed between the two steel plates and at the side for separating the two steel plates.
- 7. The kinds of small-distance separated thin-wall pier templates of claim 6, wherein the hollow sleeve is further provided with a stud.
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CN201920367802.4U CN210002261U (en) | 2019-03-21 | 2019-03-21 | Small-interval separating type thin-wall pier template |
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CN201920367802.4U CN210002261U (en) | 2019-03-21 | 2019-03-21 | Small-interval separating type thin-wall pier template |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
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CN112160589A (en) * | 2020-09-24 | 2021-01-01 | 中国五冶集团有限公司 | Synchronous pouring rapid construction method for small-spacing square frame column |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
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CN112160589A (en) * | 2020-09-24 | 2021-01-01 | 中国五冶集团有限公司 | Synchronous pouring rapid construction method for small-spacing square frame column |
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