CN217896265U - Cast-in-place continuous beam support device - Google Patents
Cast-in-place continuous beam support device Download PDFInfo
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- CN217896265U CN217896265U CN202222050153.XU CN202222050153U CN217896265U CN 217896265 U CN217896265 U CN 217896265U CN 202222050153 U CN202222050153 U CN 202222050153U CN 217896265 U CN217896265 U CN 217896265U
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Abstract
The utility model discloses a cast-in-place continuous beam support device, cast-in-place continuous beam support device includes the end fagging, the steel-pipe pile, the top fagging, through the mounted position that sets up the bearing area in advance on the fagging at the end and correspond follow-up steel-pipe pile, thereby realize the quick location installation to the steel-pipe pile at the job site, the end shoring board once can fix a position one row of steel-pipe pile, set up the overlap joint structural connection between the adjacent top fagging, show to have improved cast-in-place continuous beam support's the efficiency of construction on the whole, and the end shoring board is as the bottom sprag structure of steel-pipe pile, the atress with the steel-pipe pile can more steady downward transmission for the ground, in addition through set up a plurality of cushion on the bearing area and with utilizing spacing hole and gag lever post interconnect between the cushion, can correspond the required bearing height of adjustment steel-pipe pile, it is more nimble to make this device application space, and do not need the steel-pipe pile of corresponding length of independent production, and the cost is practiced thrift.
Description
Technical Field
The utility model relates to a continuous beam construction technical field. More specifically, the utility model relates to a continuous roof beam support device of cast in situ.
Background
The conventional construction mode of support method cast-in-place continuous beam is at pier position department installing support, later carry out the construction of continuous beam on the support, relatively poor to the ground condition, during the construction of high continuous beam, generally adopt the steel-pipe pile to support, need set up a plurality of steel-pipe pile structures in construction department, under the more condition of steel-pipe pile quantity, on-the-spot accurate installation steel-pipe pile consumes long time, the efficiency of construction is low, and the length of steel-pipe pile is fixed, inconvenient support height to the steel-pipe pile adjusts, make the steel-pipe pile of different high demands still need additionally make corresponding length, construction cost has been increased.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a cast in situ continuous beam support device to solve the technical problem that cast in situ continuous beam support installation inefficiency among the prior art.
To achieve these objects and other advantages in accordance with the purpose of the invention, there is provided a cast-in-place continuous beam support apparatus, including:
the bottom supporting plates are arranged in parallel to the width direction of the continuous beam and are arranged in a plurality of equal intervals along the length direction of the continuous beam, and a plurality of bearing areas are arranged on the upper surface of each bottom supporting plate at equal intervals along the width direction of the continuous beam;
the steel pipe piles are arranged at equal intervals along the length direction and the width direction of the continuous beam, each steel pipe pile is fixed on one bearing area, and a reinforcing rod is connected between every two adjacent steel pipe piles in the length direction and the width direction of the continuous beam;
the top fagging, its level setting just arranges the setting in proper order along the length direction of continuous beam at the top of steel-pipe pile, connects through setting up overlap joint structure between the adjacent top fagging, and the top of a plurality of steel-pipe piles adjacent on the length direction of continuous beam is connected with the longeron jointly, connects a top fagging jointly at the top of all longerons on the width direction of same continuous beam.
Preferably, the bearing area is upwards connected with a plurality of cushion blocks, the size of each cushion block is larger than the diameter of the steel pipe pile, and the lower end of the steel pipe pile is fixedly connected with the top surface of the uppermost cushion block.
Preferably, the bearing area is circular, the upper surface of the bottom supporting plate is symmetrically provided with limiting strips at the periphery of each bearing area, the cushion block is of a cylindrical structure and has the same diameter as the bearing area, a plurality of vertical through limiting holes are formed in the cushion block, and limiting rods are inserted into the same vertical limiting holes.
Preferably, all the limiting holes in each cushion block are located on the same circumference, the maximum diameter of the circumference is consistent with the inner diameter of the steel pipe pile, the upper end of each limiting rod extends to the position above the uppermost cushion block, extends into the corresponding position inside the steel pipe pile and is in sliding connection with the inner side wall of the steel pipe pile.
Preferably, slots are respectively arranged at two ends of the bottom supporting plate in a penetrating manner along the width direction of the bottom supporting plate, and inserting plates are embedded between two adjacent bottom supporting plates in the two slots together.
Preferably, the reinforcing rods comprise a plurality of transverse supporting rods and inclined supporting rods, the transverse supporting rods are arranged at intervals in the vertical direction, and the plurality of inclined supporting rods are symmetrically connected between the upper transverse supporting rod and the lower transverse supporting rod.
Preferably, the lapping structure comprises lapping grooves and lapping keys which are respectively arranged at the end parts of two adjacent top supporting plates, and the lapping grooves and the lapping keys are matched in shape.
The utility model discloses at least, include following beneficial effect: the utility model discloses a cast-in-place continuous beam support device, including the end fagging, the steel-pipe pile, the top fagging, through the mounted position that sets up the bearing zone in advance and correspond follow-up steel-pipe pile on the end fagging, thereby realize the quick location installation to the steel-pipe pile at the job site, the end shogging once can fix a position one row of steel-pipe pile, set up the overlap joint structural connection between the adjacent top fagging, show the efficiency of the construction of setting up of having improved cast-in-place continuous beam support on the whole, the bottom supporting plate is as the bottom sprag structure of steel-pipe pile, can more steady downward transmission with the atress of steel-pipe pile for the ground, in addition, through setting up the cushion on the bearing zone, utilize spacing hole and gag lever post to establish ties fast each other between multilayer cushion, can correspond the cushion of required support height and add certain quantity, come whole height that improves the steel-pipe pile, make this device application space more nimble, and do not need the steel-pipe pile of individual production corresponding length, and practiced thrift manufacturing cost, the top of a plurality of gag lever post is located same circumference, be convenient for stretch into the inboard of the lower extreme that forms radial spacing steel-pipe pile when installing steel-pipe pile.
Additional advantages, objects, and features of the invention will be set forth in part in the description which follows and in part will become apparent to those having ordinary skill in the art upon examination of the following or may be learned from practice of the invention.
Drawings
FIG. 1 is a front view structural diagram of a cast-in-place continuous beam support apparatus of the present invention;
fig. 2 is a top view structural diagram of a bottom supporting plate according to an embodiment of the present invention;
fig. 3 is an enlarged structural view of a mat according to an embodiment of the present invention.
The specification reference numbers indicate: 1. bottom fagging, 2, steel-pipe pile, 3, stiffener, 4, top fagging, 5, overlap joint structure, 6, longeron, 7, cushion, 8, spacing, 9, gag lever post, 10, slot, 11, picture peg, 12, horizontal brace, 13, diagonal brace.
Detailed Description
The present invention is further described in detail below with reference to the drawings so that those skilled in the art can implement the invention with reference to the description.
In the description of the present invention, the terms "lateral", "longitudinal", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc. indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplicity of description, and do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, should not be construed as limiting the present invention.
As shown in fig. 1, fig. 2 and fig. 3, the support device for cast-in-place continuous beam of the present invention comprises:
the bottom supporting plate 1 is arranged in parallel to the width direction of the continuous beam and is arranged in a plurality of equal intervals along the length direction of the continuous beam, and a plurality of bearing areas are arranged on the upper surface of the bottom supporting plate 1 at equal intervals along the width direction of the continuous beam;
the steel pipe piles 2 are arranged at equal intervals along the length direction and the width direction of the continuous beam, each steel pipe pile 2 is fixed on one bearing area, and a reinforcing rod 3 is connected between every two adjacent steel pipe piles 2 in the length direction and the width direction of the continuous beam;
and the jacking supporting plates 4 are horizontally arranged at the tops of the steel pipe piles 2 and are sequentially arranged along the length direction of the continuous beam, the adjacent jacking supporting plates 4 are connected through the overlapping structures 5, the tops of the adjacent steel pipe piles 2 in the length direction of the continuous beam are connected with the longitudinal beams 6 together, and the tops of all the longitudinal beams 6 in the width direction of the same continuous beam are connected with one jacking supporting plate 4 together.
After the ground flattening, bottom fagging 1 is put according to the length direction of continuous roof beam on the ground, and fix bottom fagging 1 on the ground, set up the bearer area position on bottom fagging 1 according to the interval of design, later correspond at every bearer area and install fixed steel-pipe pile 2, realize accurate definite and quick installation of steel-pipe pile 2 position, fixed mode can adopt bolt fixed connection or set up the built-in fitting and weld etc. after fixing steel-pipe pile 2, weld stiffener 3 between adjacent steel-pipe pile 2, with the connection between the reinforcing steel-pipe pile 2, in the length direction of continuous roof beam, carry out regional segmentation to steel-pipe pile 2, a fagging 4 is connected jointly to all steel-pipe piles 2 tops in every section region, connect through setting up overlap joint structure 5 between the adjacent end that corresponds between two fagging 4 in adjacent section region, overlap joint structure 5 can be the fastener structure of mutually supporting, be convenient for the quick amalgamation between fagging 4, it can to carry out the follow-up construction of continuous roof beam at the upper surface of fagging 4 after the support construction is accomplished.
In another technical scheme, as shown in fig. 1 to 3, a plurality of cushion blocks 7 are connected to the bearing area upward, the size of each cushion block 7 is larger than the diameter of the steel pipe pile 2, and the lower end of the steel pipe pile 2 is fixedly connected to the top surface of the uppermost cushion block 7.
Through setting up cushion 7, cushion 7 is precast concrete structure, can be under the certain circumstances of length of steel-pipe pile 2, fold between the below of steel-pipe pile 2 and bottom suspension strut board 1 and establish multilayer cushion 7 to increase the height at the top of steel-pipe pile 2, thereby adapt to the different requirements to 2 heights of steel-pipe pile, improve the holistic suitability of supporting structure.
In another technical scheme, as shown in fig. 1-3, the bearing areas are circular, the upper surface of the bottom supporting plate 1 is symmetrically provided with limiting strips 8 at the periphery of each bearing area, the cushion block 7 is of a cylindrical structure and has the same diameter as the bearing areas, a plurality of vertically through limiting holes are formed in the cushion block 7, and limiting rods 9 are inserted into the same vertical limiting holes.
Set up spacing 8 through corresponding every bearing area at the upper surface of end bracing plate 1, can be quick accurate locking cushion 7's position when installing cushion 7, it can to spacing 8 inboards directly imbed a cushion 7, later with fixed connection between cushion 7 and the end bracing plate 1, when setting up a plurality of cushions 7, fixed connection in proper order between the vertical adjacent cushion 7, spacing hole through aiming at adjacent cushion 7, and insert the accurate locking of gag lever post 9 and align all cushion 7's on the same bearing area position on the vertical common, with this realization to all cushion 7's quick location installation, the thickness of cushion 7 sets up different quantity according to the height of 2 required adjustments of steel-pipe pile, the size of cushion 7 reaches the cross-sectional dimension setting according to steel-pipe pile 2, guarantee to be greater than the steel-pipe pile 2 size and make things convenient fixed connection can.
In another technical solution, as shown in fig. 1 and 3, all the limiting holes in each of the cushion blocks 7 are located on the same circumference, the maximum diameter of the circumference where the limiting holes are located is the same as the inner diameter of the steel pipe pile 2, and the upper end of the limiting rod 9 extends out to above the uppermost cushion block 7, extends into the inside of the steel pipe pile 2 at the corresponding position, and is slidably connected with the inner side wall of the steel pipe pile 2.
The position of a limiting hole on a cushion block 7 is arranged according to the inner diameter of a common steel pipe pile 2, the length of a limiting rod 9 is made to be larger than that of the cushion block 7 at the top, then the steel pipe pile 2 is sleeved into the outer sides of all limiting rods 9 on the corresponding cushion block 7, the position of the steel pipe pile 2 is rapidly positioned through the limiting rod 9, and then the steel pipe pile 2 is fixedly connected with the cushion block 7.
In another technical scheme, as shown in fig. 1-2, slots 10 are respectively provided at two ends of the bottom supporting plate 1 in a penetrating manner along the width direction of the bottom supporting plate 1, and an inserting plate 11 is embedded between two adjacent bottom supporting plates 1 in two slots 10.
Through setting up picture peg 11 and slot 10, when setting up bottom support board 1 at the interval on the ground, after the position of accurate definite first bottom support board 1, the accessible aligns two slots 10 that adjacent bottom support board 1 is located the homonymy and inserts picture peg 11 jointly to this position of adjacent next bottom support board 1 of quick adjustment is fixed, and later accessible moves forward picture peg 11 on the horizontal direction towards next bottom support board 1 again, thereby carries out the auxiliary adjustment to the position of next bottom support board 1 again.
In another technical solution, as shown in fig. 1, the reinforcing rod 3 includes a plurality of transverse supporting rods 12 and a plurality of diagonal supporting rods 13, the transverse supporting rods 12 are arranged at intervals in the vertical direction, and the plurality of diagonal supporting rods 13 are symmetrically connected between the upper and lower adjacent transverse supporting rods 12. Thereby, the connection strength between the adjacent steel pipe piles 2 is enhanced.
In another technical solution, as shown in fig. 1, the overlapping structure 5 includes overlapping grooves and overlapping keys respectively disposed at the ends of two adjacent top supporting plates 4, and the overlapping grooves and the overlapping keys are disposed in a shape matching manner. Thereby realizing the fast splicing between the top bracing plates 4.
To sum up, the utility model discloses a cast-in-place continuous beam support device includes end fagging 1, steel-pipe pile 2, top fagging 4, through the mounted position that sets up bearing zone correspondence follow-up steel-pipe pile 2 in advance on end fagging 1, thereby realize the quick location installation to steel-pipe pile 2 at the job site, end fagging 1 once can fix a position one row of steel-pipe pile 2, set up overlap joint structure 5 and connect between the adjacent top fagging 4, show to improve the efficiency of construction of building of cast-in-place continuous beam support on the whole, and end shogging board 1 is as the bottom sprag structure of steel-pipe pile 2, can more steady downward transmission give the ground with steel-pipe pile 2's atress, in addition through set up a plurality of cushion 7 on the bearing zone and with utilize spacing hole and gag lever post 9 interconnect between the cushion 7, can correspond the required bearing height of adjustment steel-pipe pile 2, it is more nimble to make this device application space, and need not produce the steel-pipe pile 2 that correspond length alone, and the cost is practiced thrift.
While the embodiments of the invention have been disclosed above, it is not limited to the applications set forth in the description and illustrated embodiments, but is capable of being applied in all kinds of fields adapted to the invention, and further modifications may readily be made by those skilled in the art, and the invention is therefore not limited to the details given herein and to the drawings described herein, without departing from the general concept defined by the appended claims and their equivalents.
Claims (7)
1. Cast in situ continuous beam support device, its characterized in that includes:
the bottom supporting plates are arranged in parallel to the width direction of the continuous beam and are arranged in a plurality of equal intervals along the length direction of the continuous beam, and a plurality of bearing areas are arranged on the upper surface of each bottom supporting plate at equal intervals along the width direction of the continuous beam;
the steel pipe piles are arranged at equal intervals along the length direction and the width direction of the continuous beam, each steel pipe pile is fixed on one bearing area, and a reinforcing rod is connected between every two adjacent steel pipe piles in the length direction and the width direction of the continuous beam;
the top fagging, its level setting just arranges the setting in proper order along the length direction of continuous beam at the top of steel-pipe pile, connects through setting up overlap joint structure between the adjacent top fagging, and the top of a plurality of steel-pipe piles adjacent on the length direction of continuous beam is connected with the longeron jointly, connects a top fagging jointly at the top of all longerons on the width direction of same continuous beam.
2. The cast-in-place continuous beam support apparatus according to claim 1, wherein a plurality of spacers are upwardly connected to the bearing region, the spacers having a size larger than a diameter of the steel pipe pile, and a lower end of the steel pipe pile is fixedly connected to a top surface of an uppermost spacer.
3. The support device for the cast-in-place continuous beam as claimed in claim 2, wherein the bearing areas are circular, the upper surface of the bottom supporting plate is symmetrically provided with limiting strips at the periphery of each bearing area, the cushion block is of a cylindrical structure and has the same diameter as the bearing areas, the cushion block is provided with a plurality of vertically through limiting holes, and limiting rods are inserted into the limiting holes in the same vertical direction.
4. The cast-in-place continuous beam bracket device according to claim 3, wherein all the limiting holes in each cushion block are located on the same circumference, the maximum diameter of the circumference is consistent with the inner diameter of the steel pipe pile, the upper end of the limiting rod extends out of the uppermost cushion block, extends into the corresponding position of the steel pipe pile and is in sliding connection with the inner side wall of the steel pipe pile.
5. The cast-in-place continuous beam support device according to claim 1, wherein slots are respectively arranged at two ends of the bottom supporting plates in a penetrating manner along the width direction of the bottom supporting plates, and inserting plates are jointly embedded in the two slots between two adjacent bottom supporting plates.
6. A cast-in-place continuous beam racking device as claimed in claim 1, wherein said reinforcing bar comprises a plurality of cross braces and diagonal braces, said plurality of cross braces being vertically spaced apart, said plurality of diagonal braces being symmetrically connected between vertically adjacent cross braces.
7. The cast-in-place continuous beam support apparatus according to claim 1, wherein the overlapping structure comprises overlapping grooves and overlapping keys respectively provided at ends of adjacent two of the top bracing plates, the overlapping grooves and the overlapping keys being provided in a shape-fitting manner.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222050153.XU CN217896265U (en) | 2022-08-04 | 2022-08-04 | Cast-in-place continuous beam support device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222050153.XU CN217896265U (en) | 2022-08-04 | 2022-08-04 | Cast-in-place continuous beam support device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217896265U true CN217896265U (en) | 2022-11-25 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222050153.XU Active CN217896265U (en) | 2022-08-04 | 2022-08-04 | Cast-in-place continuous beam support device |
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| Country | Link |
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| CN (1) | CN217896265U (en) |
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- 2022-08-04 CN CN202222050153.XU patent/CN217896265U/en active Active
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