CN210163783U - Quick-inserting type steel beam flange plate construction supporting system - Google Patents
Quick-inserting type steel beam flange plate construction supporting system Download PDFInfo
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- CN210163783U CN210163783U CN201920383874.8U CN201920383874U CN210163783U CN 210163783 U CN210163783 U CN 210163783U CN 201920383874 U CN201920383874 U CN 201920383874U CN 210163783 U CN210163783 U CN 210163783U
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- inclined strut
- transverse plate
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 24
- 239000010959 steel Substances 0.000 title claims abstract description 24
- 238000010276 construction Methods 0.000 title claims abstract description 23
- 239000011425 bamboo Substances 0.000 claims abstract description 11
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims abstract description 10
- 235000017491 Bambusa tulda Nutrition 0.000 claims abstract description 10
- 241001330002 Bambuseae Species 0.000 claims abstract description 10
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims abstract description 10
- 239000011120 plywood Substances 0.000 claims abstract description 5
- 238000009434 installation Methods 0.000 abstract description 5
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 2
- 238000005452 bending Methods 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
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Abstract
The utility model discloses a formula girder steel flange plate construction support system is inserted to speed relates to bridge construction technical field. The utility model comprises a flange plate and a web plate, wherein a first connecting piece is fixed on one surface of the web plate, and a transverse plate is fixedly arranged on the first connecting piece; an auxiliary plate is arranged in the transverse plate in a sliding manner; a first inclined strut is connected between the transverse plate and the web plate; one end of the first inclined support is sleeved in the clamping piece, and the other end of the first inclined support is hinged to the transverse plate; a second inclined strut is hinged to the first inclined strut; the end of the second inclined strut is hinged on the lower surface of the auxiliary plate. The utility model discloses a with the screw rod joint on the first bracing in the joint spare, first bracing passes through the connecting pipe to be connected with joint spare with screw rod matched with mode, and the regulation lead screw of first bracing articulates at the lower surface of diaphragm, realizes the quick installation of diaphragm, first bracing, and dismantles conveniently, and it has the second bracing to articulate in the recess of first bracing, is convenient for adjust the area of placing of bamboo plywood, convenient to use according to actual conditions.
Description
Technical Field
The utility model belongs to the technical field of the bridge construction, especially, relate to a formula girder steel flange plate construction support system is inserted to speed.
Background
In the bridge construction, when the hoisting condition of the precast slab is not enough, a cast-in-place construction scheme is often adopted, and the bridge deck construction process generally comprises the following steps: the construction method comprises the steps of I-shaped steel beam acceptance → technical bottom crossing → cantilever support installation → cantilever support template installation → end beam reinforcing steel → die assembly, end beam concrete pouring → paving bridge deck reinforcing steel → acceptance → positive bending moment concrete pouring → concrete curing → 100% of the designed strength reached by the concrete strength → negative bending moment concrete pouring → concrete covering and maintenance bridge deck concrete → the next combination cycle → construction of a bridge deck system and an auxiliary structure → bridge formation.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a formula girder steel flange plate construction support system is inserted to speed through predetermineeing first connecting piece, joint spare on the girder steel web, realizes the quick installation of diaphragm, first bracing, increases the area of placing of bamboo offset plate, convenient to use through setting up of assistance board, second bracing.
In order to solve the technical problem, the utility model discloses a realize through following technical scheme:
the utility model relates to a quick-inserting type steel beam flange plate construction supporting system, which comprises a flange plate and a web plate which are matched with each other, wherein a first connecting piece is fixed on one surface of the web plate, a transverse plate is fixedly installed on the first connecting piece, and a plurality of clamping pieces are fixed on the web plate side by side; an auxiliary plate is arranged in the transverse plate in a sliding mode, and a bamboo plywood is arranged on the transverse plate; a plurality of sleeves are arranged at one edge of the auxiliary plate, and fences are arranged on the sleeves; a first inclined strut is connected between the transverse plate and the web plate; one end of the first inclined support is sleeved in the clamping piece, and the other end of the first inclined support is hinged to the lower surface of the transverse plate; a second inclined support is hinged to the first inclined support; the end part of the second inclined strut is hinged on the lower surface of the auxiliary plate.
Furthermore, the first connecting piece is a channel steel and is horizontally arranged, a plurality of first threaded holes are formed in the first connecting piece side by side, and second threaded holes corresponding to the first threaded holes in a matched mode are formed in the transverse plate; the transverse plate is clamped on the first connecting piece and is fixed in a screw-joint mode with the first threaded hole through a bolt.
Furthermore, an internal thread is arranged in the connecting pipe, and one end of the connecting pipe is provided with a limiting ring; the clamping piece is fixed on a second connecting piece, the clamping piece is a round pipe, the second connecting piece is a clip, the second connecting piece is fixedly installed on the web plate, and a flange matched and corresponding to the limiting ring is arranged at the end part of the clamping piece; the connecting pipe is sleeved on the clamping piece and is limited by the limiting ring.
Furthermore, a screw rod is fixed at one end of the first inclined support and is clamped in the clamping piece, and an adjusting screw rod is arranged at the other end of the first inclined support; the first inclined strut is connected with the clamping piece in a mode that the connecting pipe is matched with the screw rod; the adjusting screw rod is hinged to the lower surface of the transverse plate.
Furthermore, a groove is formed in one side of the first inclined support, and a second inclined support is hinged in the groove; the end part of the second inclined strut is provided with a lead screw, and the end part of the lead screw is hinged to the lower surface of the auxiliary plate.
The utility model discloses following beneficial effect has:
1. the utility model discloses a predetermine first connecting piece, joint spare on the girder steel web, the diaphragm joint is on first connecting piece to through the bolt fastening, the screw rod joint on the first bracing is in joint spare, and first bracing passes through the connecting pipe to be connected with joint spare with screw rod matched with mode, and the regulation lead screw of first bracing articulates the lower surface at the diaphragm, realizes the quick installation of diaphragm, first bracing, and dismantles the convenience.
2. The utility model discloses a slide in the diaphragm and set up the assistance board, articulated in the recess of first bracing have the second bracing, and the lead screw tip of second bracing articulates the lower surface at the assistance board, increases the area of placing of bamboo offset plate, convenient to use.
Of course, it is not necessary for any particular product to achieve all of the above-described advantages at the same time.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings used in the description of the embodiments will be briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained according to these drawings without creative efforts.
FIG. 1 is a schematic structural view of the construction supporting system of the quick-inserting type steel beam flange plate of the present invention;
FIG. 2 is a front view of the structure of FIG. 1;
fig. 3 is a schematic structural view of the web of the present invention;
FIG. 4 is a schematic structural view of the cross plate of the present invention;
fig. 5 is a schematic structural view of a first inclined strut of the present invention;
FIG. 6 is a schematic structural view of the connecting tube of the present invention;
FIG. 7 is a schematic structural diagram of an embodiment of the present invention;
in the drawings, the components represented by the respective reference numerals are listed below:
1-flange plate, 2-web plate, 3-connecting pipe, 4-first diagonal brace, 5-second diagonal brace, 6-auxiliary plate, 7-sleeve pipe, 8-fence, 9-bamboo plywood, 10-transverse plate, 201-first connecting piece, 202-second connecting piece, 203-clamping piece, 204-first threaded hole, 301-limiting ring, 401-adjusting screw rod, 402-screw rod, 403-groove and 1001-second threaded hole.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by a person of ordinary skill in the art without creative efforts belong to the protection scope of the present invention.
In the description of the present invention, it is to be understood that the terms "open hole", "upper", "lower", "thickness", "top", "middle", "length", "inner", "periphery", "side", "end", "bottom", and the like, indicate positional or positional relationships, are merely for convenience in describing the present invention and to simplify the description, and do not indicate or imply that the referenced component or element must have a particular orientation, be constructed and operated in a particular orientation, and therefore should not be construed as limiting the present invention.
Referring to fig. 1-7, the utility model relates to a quick-inserting steel beam flange plate construction supporting system, which comprises a flange plate 1 and a web plate 2 which are matched with each other, wherein a first connecting piece 201 is fixed on one surface of the web plate 2, the connecting piece 201 is connected on the web plate 2 through screws, and is convenient to remove after use, a transverse plate 10 is fixedly arranged on the first connecting piece 201, the transverse plate 10 is a rectangular steel plate, and 3 clamping pieces 203 are fixed on the web plate 2 side by side; an auxiliary plate 6 is arranged in the transverse plate 10 in a sliding mode, the auxiliary plate 6 is a rectangular steel plate, and a bamboo plywood 9 is arranged on the transverse plate 10; five sleeves 7 are arranged at one edge of the auxiliary plate 6, and a fence 8 is arranged on each sleeve 7; a first inclined strut 4 is connected between the transverse plate 10 and the web plate 2; one end of the first inclined strut 4 is sleeved in the clamping piece 203, and the other end of the first inclined strut 4 is hinged to the lower surface of the transverse plate 10; a second inclined strut 5 is hinged on the first inclined strut 4; the end of the second diagonal brace 5 is hinged to the lower surface of the auxiliary plate 6.
As shown in fig. 1-4, the first connecting piece 201 is a channel steel, the first connecting piece 201 is horizontally arranged, three first threaded holes 204 are arranged on the first connecting piece 201 side by side, and a second threaded hole 1001 corresponding to the first threaded hole 204 is arranged on the transverse plate 10; the transverse plate 10 is clamped on the first connecting piece 201 and fixed in a mode of screwing a bolt with the first threaded hole 204; preferably, the first connecting member 201 may be a lifting lug, the transverse plate 10 is connected with the lifting lug through a high-strength bolt, the distance between the two construction lifting lugs is 1.25m, the fixing mode is simple, and the operation is convenient.
Wherein, the connecting pipe 3 is internally provided with internal threads, and one end of the connecting pipe 3 is provided with a limiting ring 301; the clamping piece 203 is fixed on a second connecting piece 202, the clamping piece 203 is a circular tube, the second connecting piece 202 is a clip, the second connecting piece 202 is fixedly installed on the web 2, the second connecting piece 202 can be arranged according to the position of a construction lifting lug welded on the steel beam web 2, the distance between the two construction lifting lugs is 1.25m, and the end part of the clamping piece 203 is provided with a flange corresponding to the limiting ring 301 in a matched mode; the connecting pipe 3 is sleeved on the clamping piece 203 and limited by the limiting ring 301, one end of the first inclined strut 4 is fixed with a screw 402, the screw 402 is clamped in the clamping piece 203, and the other end of the first inclined strut 4 is provided with an adjusting screw 401; the first inclined strut 4 is connected with the clamping piece 203 in a mode that the connecting pipe 3 is matched with the screw rod 402; the adjusting screw 401 is hinged to the lower surface of the transverse plate 10, a groove 403 is formed in one side of the first inclined strut 4, and a second inclined strut 5 is hinged in the groove 403; the tip of second bracing 5 is provided with the lead screw, and the tip of lead screw articulates the lower surface at supplementary board 6, as shown in fig. 7, in taking in diaphragm 10 with supplementary board 6, withdraws second bracing 5 to recess 403 in, directly places bamboo offset plate 9 on diaphragm 10, is convenient for adjust the area of placing, convenient to use of bamboo offset plate according to actual conditions.
One specific application of this embodiment is:
the transverse plate 10 is a rectangular steel plate with the length of 10cm, the auxiliary plate 6 is a rectangular steel plate with the length of 5cm, the first inclined strut 4 is a steel rod with the diameter of 50 mm, and one end of the first inclined strut 4 is internally provided with a regulating screw 401 with the diameter of 30 mm; the transverse plate 10 is clamped on the first connecting piece 201 and fixed in a mode that a bolt is screwed with the first threaded hole 204, the bolt is a high-strength bolt with 10.9-grade phi 20, the fixing mode is simple, and the operation is convenient; first bracing 4 is connected with joint piece 203 through connecting pipe 3 and screw rod 402 matched with mode, first bracing 4 is connected with diaphragm 10 through the high strength bolt of 10.9 grades of phi 22, cantilever flange board die block is made by 1cm thick bamboo offset plate 9, the length and breadth back rib of bamboo offset plate 9 adopts 8.5 x 5 cm's square timber, interval 25cm, adopt the construction platform truck when demolising the operation, hang the workman perpendicularly and put to support bolt position department, utilize platform truck hanging flower basket and web lower part lug fixed formation operation platform, supply the site worker to construct.
In the description herein, references to the description of "one embodiment," "an example," "a specific example," etc., mean that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the invention. In this specification, the schematic representations of the terms used above do not necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.
The preferred embodiments of the present invention disclosed above are intended only to help illustrate the present invention. The preferred embodiments are not intended to be exhaustive or to limit the invention to the precise embodiments disclosed. Obviously, many modifications and variations are possible in light of the above teaching. The embodiments were chosen and described in order to best explain the principles of the invention and its practical applications, to thereby enable others skilled in the art to best understand the invention for and utilize the invention. The present invention is limited only by the claims and their full scope and equivalents.
Claims (4)
1. The utility model provides a formula girder steel flange board construction support system is inserted to fast, includes flange board (1), web (2) that cooperate to set up, its characterized in that:
a first connecting piece (201) is fixed on one surface of the web plate (2), a transverse plate (10) is fixedly installed on the first connecting piece (201), and a plurality of clamping pieces (203) are fixed on the web plate (2) side by side;
an auxiliary plate (6) is arranged in the transverse plate (10) in a sliding mode, and a bamboo plywood (9) is arranged on the transverse plate (10);
a plurality of sleeves (7) are installed at one edge of the auxiliary plate (6), and a fence (8) is installed on each sleeve (7);
a first inclined strut (4) is connected between the transverse plate (10) and the web plate (2);
one end of the first inclined support (4) is sleeved in the clamping piece (203), and the other end of the first inclined support (4) is hinged to the lower surface of the transverse plate (10); a screw rod (402) is fixed at one end of the first inclined support (4), the screw rod (402) is clamped in the clamping piece (203), and an adjusting screw rod (401) is arranged at the other end of the first inclined support (4); the first inclined strut (4) is connected with the clamping piece (203) in a mode that the connecting pipe (3) is matched with the screw rod (402); the adjusting screw rod (401) is hinged to the lower surface of the transverse plate (10);
a second inclined strut (5) is hinged to the first inclined strut (4);
the end part of the second inclined strut (5) is hinged on the lower surface of the auxiliary plate (6).
2. The quick-inserting type steel beam flange plate construction supporting system of claim 1, wherein:
the first connecting piece (201) is a channel steel, the first connecting piece (201) is horizontally arranged, a plurality of first threaded holes (204) are formed in the first connecting piece (201) side by side, and a second threaded hole (1001) corresponding to the first threaded hole (204) in a matched mode is formed in the transverse plate (10);
the transverse plate (10) is clamped on the first connecting piece (201) and fixed in a screw-joint mode through bolts and the first threaded holes (204).
3. The quick-inserting type steel beam flange plate construction supporting system of claim 1, wherein:
an internal thread is arranged in the connecting pipe (3), and one end of the connecting pipe (3) is provided with a limiting ring (301);
the clamping piece (203) is fixed on a second connecting piece (202), the clamping piece (203) is a circular tube, the second connecting piece (202) is a clip, the second connecting piece (202) is fixedly installed on the web plate (2), and a flange corresponding to the limiting ring (301) in a matched mode is arranged at the end portion of the clamping piece (203);
the connecting pipe (3) is sleeved on the clamping piece (203) and is limited by the limiting ring (301).
4. The construction supporting system for the quick-inserting type steel beam flange plate (1) according to claim 1, characterized in that:
a groove (403) is formed in one side of the first inclined strut (4), and a second inclined strut (5) is hinged in the groove (403);
the end part of the second inclined strut (5) is provided with a lead screw, and the end part of the lead screw is hinged to the lower surface of the auxiliary plate (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920383874.8U CN210163783U (en) | 2019-03-25 | 2019-03-25 | Quick-inserting type steel beam flange plate construction supporting system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920383874.8U CN210163783U (en) | 2019-03-25 | 2019-03-25 | Quick-inserting type steel beam flange plate construction supporting system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210163783U true CN210163783U (en) | 2020-03-20 |
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ID=69788763
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920383874.8U Expired - Fee Related CN210163783U (en) | 2019-03-25 | 2019-03-25 | Quick-inserting type steel beam flange plate construction supporting system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210163783U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112523088A (en) * | 2020-11-04 | 2021-03-19 | 北京中交桥宇科技有限公司 | Template supporting device for building bridge construction |
| CN113638322A (en) * | 2021-09-10 | 2021-11-12 | 康智鹏 | High bridge construction of security is with support bracket |
-
2019
- 2019-03-25 CN CN201920383874.8U patent/CN210163783U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112523088A (en) * | 2020-11-04 | 2021-03-19 | 北京中交桥宇科技有限公司 | Template supporting device for building bridge construction |
| CN112523088B (en) * | 2020-11-04 | 2022-07-29 | 北京中交桥宇科技有限公司 | Template supporting device for building bridge construction |
| CN113638322A (en) * | 2021-09-10 | 2021-11-12 | 康智鹏 | High bridge construction of security is with support bracket |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200320 |