CN211974308U - Fixing device of cast-in-place arch bridge template - Google Patents

Fixing device of cast-in-place arch bridge template Download PDF

Info

Publication number
CN211974308U
CN211974308U CN202020409773.6U CN202020409773U CN211974308U CN 211974308 U CN211974308 U CN 211974308U CN 202020409773 U CN202020409773 U CN 202020409773U CN 211974308 U CN211974308 U CN 211974308U
Authority
CN
China
Prior art keywords
rod
cast
fixing device
connecting piece
arch bridge
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
CN202020409773.6U
Other languages
Chinese (zh)
Inventor
毕晓柏
刘坤伦
史兴
邓安龙
王伟
刘如刚
早同柯
杜艳丽
周夏
梁龙凡
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.)
14TH METALLURGICAL CONSTRUCTION Corp OF CHINA NONFEROUS METAL INDUSTRY
Yunnan Construction and Investment Holding Group Co Ltd
Original Assignee
14TH METALLURGICAL CONSTRUCTION Corp OF CHINA NONFEROUS METAL INDUSTRY
Yunnan Construction and Investment Holding Group 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 14TH METALLURGICAL CONSTRUCTION Corp OF CHINA NONFEROUS METAL INDUSTRY, Yunnan Construction and Investment Holding Group Co Ltd filed Critical 14TH METALLURGICAL CONSTRUCTION Corp OF CHINA NONFEROUS METAL INDUSTRY
Priority to CN202020409773.6U priority Critical patent/CN211974308U/en
Application granted granted Critical
Publication of CN211974308U publication Critical patent/CN211974308U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Bridges Or Land Bridges (AREA)

Abstract

The utility model provides a fixing device of a cast-in-place arch bridge template, belonging to the field of building construction, comprising a body frame, wherein the body frame comprises a support rod, a fixed rod and a reinforced diagonal brace; the support rod is vertically and fixedly connected with the fixed rod, and the reinforcing inclined support is fixedly arranged between the support rod and the fixed rod; one surface of the support rod, which is far away from the fixed rod, is provided with an end mold abutting part; the end mold abutment comprises a rubber plate. Through the fixing device of cast-in-place arched bridge template that this embodiment provided, can provide safe and stable's support to the end mould, its holding surface selectively adjusts moreover, provides the flexibility. In addition, the fixed foundation of the operation platform can be increased through an additionally-added expansion frame, and the convenience degree during construction is improved.

Description

Fixing device of cast-in-place arch bridge template
Technical Field
The utility model relates to a construction field particularly, relates to a fixing device of cast-in-place arched bridge template.
Background
At present, cast-in-place arched bridge's template comprises die block, side form and end mould three, and wherein the die block can be realized fixedly through self gravity, and is comparatively simple relatively, and the side form is fixed with convenient dismantlement through forms such as flitch, but the end mould has great weight but can provide the area of fixed stay relatively less again, and at present, the main fixed form of end mould: firstly, welding and fixing the end mould and the adjacent side mould, and secondly, binding the end mould and the adjacent side mould at a fixed position by using iron wires. These fixing means are either troublesome or unstable.
SUMMERY OF THE UTILITY MODEL
The utility model provides a fixing device of cast-in-place arched bridge template aims at solving the above-mentioned problem that fixing device of cast-in-place arched bridge template exists among the prior art.
The utility model discloses a realize like this:
a fixing device for a cast-in-place arch bridge template comprises a body frame, wherein the body frame comprises a supporting rod, a fixing rod and a reinforcing inclined strut;
the support rod is vertically and fixedly connected with the fixed rod, and the reinforcing inclined support is fixedly arranged between the support rod and the fixed rod;
one surface of the support rod, which is far away from the fixed rod, is provided with an end mold abutting part;
the end mold abutment comprises a rubber plate.
In an embodiment of the present invention, the brace rod, the fixing rod and the reinforcing diagonal brace are 10# angle steel.
In an embodiment of the present invention, the utility model further comprises an expansion frame;
the expansion frame comprises a first expansion rod and a second expansion rod, wherein the first expansion rod is coaxially connected with the support rod, and the second expansion rod is coaxially connected with the fixed rod;
and a connecting inclined strut is fixedly arranged between the first expanding rod and the second expanding rod.
In an embodiment of the present invention, the connecting inclined strut and the included angle of the second expansion rod are equal to the included angle of the reinforcing inclined strut and the fixed rod.
In an embodiment of the present invention, the connecting diagonal brace is fixedly provided with a dowel bar, the dowel bar is kept away from the one end of the connecting diagonal brace is used for cooperating with the reinforcing diagonal brace in a contact manner.
In an embodiment of the present invention, the dowel bar is vertically disposed with the connecting diagonal brace.
In an embodiment of the present invention, the one end of the fixing rod, away from the supporting rod, is provided with a first connecting piece, the first extending rod is provided with a second connecting piece corresponding to the first connecting piece, and the first connecting piece and the second connecting piece are provided with a plurality of connecting through holes for the bolt rod to pass through.
In an embodiment of the present invention, the fixing rod is far away from one end of the supporting rod is provided with a third connecting piece, the second extending rod is provided with a fourth connecting piece corresponding to the third connecting piece, and the third connecting piece and the fourth connecting piece are provided with a plurality of connecting through holes for the bolt rod to pass through.
The utility model discloses an in the embodiment, one side of dead lever is provided with first locating plate, be provided with the first location through-hole that is used for cooperating the staple bolt on the first locating plate.
In an embodiment of the present invention, one side of the second expansion rod is provided with a second positioning plate, and the second positioning plate is provided with a second positioning through hole for matching with the hoop.
The utility model has the advantages that: through the fixing device of cast-in-place arched bridge template that this embodiment provided, can provide safe and stable's support to the end mould, its holding surface selectively adjusts moreover, provides the flexibility. In addition, the fixed foundation of the operation platform can be increased through an additionally-added expansion frame, and the convenience degree during construction is improved.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings that are required to be used in the embodiments will be briefly described below, it should be understood that the following drawings only illustrate some embodiments of the present invention, and therefore should not be considered as limiting the scope, and for those skilled in the art, other related drawings can be obtained according to the drawings without inventive efforts.
Fig. 1 is a schematic structural diagram of a body frame of a cast-in-place arch bridge formwork according to an embodiment of the present invention;
fig. 2 is a schematic structural diagram of an expansion frame of a cast-in-place arch bridge formwork according to an embodiment of the present invention;
fig. 3 is a schematic structural view of a cast-in-place arch bridge formwork according to an embodiment of the present invention;
fig. 4 is a schematic structural view of a cast-in-place arch bridge formwork in use according to an embodiment of the present invention.
Icon: 001-fixing device of the cast-in-situ arch bridge template; 100-a body frame; 200-a stent; 110-a strut; 130-a fixing bar; 150-reinforcing inclined struts; 111-a rubber sheet; 210-a first expansion pole; 230-a second expansion bar; 250-connecting inclined struts; 270-dowel bars; 113-a first connecting tab; 211-a second connection piece; 131-a third connecting piece; 231-a fourth connecting piece; 300-U type staple bolt.
Detailed Description
To make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the drawings of the embodiments of the present invention are combined to clearly and completely describe the technical solutions of the embodiments of the present invention, and obviously, the described embodiments are some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention. Thus, the following detailed description of the embodiments of the present invention, presented in the accompanying drawings, is not intended to limit the scope of the invention, as claimed, but is merely representative of selected embodiments of the invention. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
In the description of the present invention, it is to be understood that the terms indicating orientation or positional relationship are based on the orientation or positional relationship shown in the drawings, and are only for convenience of description and simplification of description, and do not indicate or imply that the equipment or elements 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 invention, unless otherwise expressly stated or limited, the terms "mounted," "connected," and "fixed" are to be construed broadly and may, for example, be fixedly connected, detachably connected, or integrally formed; either directly or indirectly through intervening media, either internally or in any other relationship. The specific meaning of the above terms in the present invention can be understood according to specific situations by those skilled in the art.
In the present disclosure, unless otherwise expressly stated or limited, the first feature may comprise both the first and second features directly contacting each other, and also may comprise the first and second features not being directly contacting each other but being in contact with each other by means of further features between them. Also, the first feature being above, on or above the second feature includes the first feature being directly above and obliquely above the second feature, or merely means that the first feature is at a higher level than the second feature. A first feature that underlies, and underlies a second feature includes a first feature that is directly under and obliquely under a second feature, or simply means that the first feature is at a lesser level than the second feature.
Examples
Referring to fig. 3 and 4, the fixing device 001 for the cast-in-place arch bridge formwork in the present embodiment includes a body frame 100 and an expansion frame 200, and the body frame 100 itself may be directly used to support an end mold of the arch bridge formwork. And it is great at some end mould, perhaps can increase expansion frame 200 when end mould upper end operation platform need be provided after the end mould supports, provide the additional support of end mould or operation platform's installation basis through expansion frame 200.
Referring to fig. 1, in particular, the body frame 100 includes a brace 110, a fixing rod 130 and a reinforcing diagonal brace 150, and the brace 110, the fixing rod 130 and the reinforcing diagonal brace 150 are all # 10 angle steels, which are low in cost but have sufficient strength to provide sufficient safety performance. The stay bar 110 is vertically and fixedly connected with the fixed rod 130, and a reinforcing inclined strut 150 is fixedly arranged between the stay bar 110 and the fixed rod 130; one surface of the stay bar 110 far away from the fixing bar 130 is provided with an end mold abutting piece; the end mould abutment comprises a rubber plate 111.
The rubber sheet 111 can be used to softly contact the end mold to prevent damage to the end mold. In other embodiments, the end mould abutments may also comprise air bubble concrete, increasing the amount of resilience of a portion whilst ensuring strength.
Referring to fig. 2, in the present embodiment, the expansion bracket includes a first expansion rod 210 for coaxial connection with the stay rod 110, and a second expansion rod 230 for coaxial connection with the fixing rod 130; a connection brace 250 is fixedly arranged between the first expanding rod 210 and the second expanding rod 230.
The first expanding rod 210 is used for expanding the length of the supporting rod 110, the second expanding rod 230 is used for supporting the first expanding rod 210, the stability of the whole fixing device is improved, and the connecting inclined strut 250 is used for enabling the first expanding rod 210 and the second expanding rod 230 to form an integral necessary connecting piece on one hand and transmitting the stress of the first expanding rod 210 to the second expanding rod 230 to realize the force dispersion on the other hand.
In this embodiment, the angle between the connecting diagonal brace 250 and the second expanding rod 230 is equal to the angle between the reinforcing diagonal brace 150 and the fixing rod 130. The dowel bar 270 is fixedly arranged on the connecting inclined strut 250, one end, far away from the connecting inclined strut 250, of the dowel bar 270 is used for being in contact fit with the reinforcing inclined strut 150, and the dowel bar 270 and the connecting inclined strut 250 are vertically arranged.
In this way, the force transmission rod 270 is perpendicular to the connecting inclined strut 250 and the reinforcing inclined strut 150 at the same time, and the force transmission rod 270 is prevented from being separated from the connecting inclined strut 250 due to excessive local stress caused by the axial misalignment of the force transmission rod and the force transmission rod. An elastic member may be disposed at an end of the dowel 270 away from the connecting brace 250 to absorb the force.
In this embodiment, a first connecting plate 113 is disposed at an end of the stay 110 away from the fixing rod 130, a second connecting plate 211 corresponding to the first connecting plate 113 is disposed on the first expanding rod 210, and a plurality of connecting through holes for passing a bolt rod are disposed on the first connecting plate 113 and the second connecting plate 211. The bolt simultaneously passes through the first connecting piece 113 and the second connecting piece 211, and then the nut is installed to fix the first connecting piece 113 and the second connecting piece 211, that is, the stay bar 110 and the first expansion bar 210 are fixed. In order to avoid that the first connecting piece 113 and the second connecting piece 211 influence the position of the end die abutment, both the first connecting piece 113 and the second connecting piece 211 extend in a direction away from the end die abutment.
Correspondingly, one end of the fixing rod 130, which is far away from the stay bar 110, is provided with a third connecting piece 131, the second expansion rod 230 is provided with a fourth connecting piece 231 corresponding to the third connecting piece 131, and the third connecting piece 131 and the fourth connecting piece 231 are provided with a plurality of connecting through holes for the bolt rods to pass through. The bolt passes through the third connecting piece 131 and the fourth connecting piece 231 at the same time, and then the third connecting piece 131 and the fourth connecting piece 231 are fixed by installing nuts, namely the support rod 110 and the third expansion rod are fixed. In order to avoid that the third and fourth connection tabs 131, 231 influence the position of the end mould abutment, both the third and fourth connection tabs 131, 231 extend away from the end mould abutment.
In this embodiment, one side of the fixing rod 130 is provided with a first positioning plate, and the first positioning plate is provided with a first positioning through hole for matching with the hoop. Because the fixed rod 130 is the angle steel, one side of the fixed rod naturally forms the positioning plate, in order to realize better fixing effect, the other side is also provided with a corresponding first positioning plate, two rods of the U-shaped hoop 300 respectively penetrate through the first positioning through holes, and the positioning through holes arranged at the other end are used for realizing the fixing of the relative positions of the U-shaped hoop 300 and the fixed rod 130.
Correspondingly, one side of the second expansion rod 230 is provided with a second positioning plate, and the second positioning plate is provided with a second positioning through hole for matching with the hoop. Because the dead lever 130 is the angle steel therefore has one side to form the locating plate naturally, in order to realize better fixed action, also set up the second locating plate that corresponds at the opposite side, two poles of U type staple bolt 300 pass second positioning hole respectively to and the positioning hole that the other end set up is fixed with the relative position that realizes U type staple bolt 300 and dead lever 130.
When the fixing device 001 of the cast-in-situ arch bridge template provided by the embodiment is used, the fixing device 001 is arranged in the spacing groove and fixedly connected with the bottom die square steel pipe through the U-shaped hoop 300, and the transverse layout space of the fixing device 001 of the cast-in-situ arch bridge template is 1.2 m.
Through the fixing device 001 of cast-in-place arch bridge template that this embodiment provided, can provide safe and stable's support to the end mould, its holding surface selectively adjusts moreover, provides the flexibility. In addition, the fixed foundation of the operation platform can be increased by additionally adding the expansion frame 200, so that the convenience degree during construction is improved.
The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Claims (10)

1. A fixing device for a cast-in-place arch bridge template is characterized by comprising a body frame, wherein the body frame comprises a support rod, a fixing rod and a reinforcing inclined strut;
the support rod is vertically and fixedly connected with the fixed rod, and the reinforcing inclined support is fixedly arranged between the support rod and the fixed rod;
one surface of the support rod, which is far away from the fixed rod, is provided with an end mold abutting part;
the end mold abutment comprises a rubber plate.
2. The cast-in-place arch bridge formwork fixing device of claim 1, wherein the stay bar, the fixing bar and the reinforcing diagonal brace are all # 10 angle steel.
3. A cast-in-place arch bridge form fixing device according to claim 1, further comprising an expansion frame;
the expansion frame comprises a first expansion rod and a second expansion rod, wherein the first expansion rod is coaxially connected with the support rod, and the second expansion rod is coaxially connected with the fixed rod;
and a connecting inclined strut is fixedly arranged between the first expanding rod and the second expanding rod.
4. A cast-in-place arch bridge form fixing device as claimed in claim 3, wherein the angle between the connecting diagonal brace and the second expansion bar is equal to the angle between the reinforcing diagonal brace and the fixing bar.
5. A cast-in-place arch bridge formwork fixing device according to claim 4, wherein a dowel bar is fixedly arranged on the connecting diagonal brace, and one end of the dowel bar, which is far away from the connecting diagonal brace, is used for being in contact fit with the reinforcing diagonal brace.
6. A cast-in-place arch bridge formwork fixing device according to claim 5, wherein the dowel bars are arranged perpendicular to the connecting struts.
7. The cast-in-place arch bridge formwork fixing device of claim 3, wherein a first connecting piece is arranged at one end of the stay bar far away from the fixing bar, a second connecting piece corresponding to the first connecting piece is arranged on the first expansion bar, and a plurality of connecting through holes for the bolt bars to pass through are arranged on the first connecting piece and the second connecting piece.
8. The cast-in-place arch bridge formwork fixing device of claim 3, wherein a third connecting piece is arranged at one end of the fixing rod far away from the stay bar, a fourth connecting piece corresponding to the third connecting piece is arranged on the second expansion rod, and a plurality of connecting through holes for the bolt rods to pass through are arranged on the third connecting piece and the fourth connecting piece.
9. The cast-in-place arch bridge formwork fixing device of claim 1, wherein a first positioning plate is provided on one side of the fixing rod, and a first positioning through hole for fitting a hoop is provided on the first positioning plate.
10. A fixing device for a cast-in-place arch bridge formwork according to claim 3, wherein a second positioning plate is provided on one side of the second expansion rod, and a second positioning through hole for fitting with a hoop is provided on the second positioning plate.
CN202020409773.6U 2020-03-26 2020-03-26 Fixing device of cast-in-place arch bridge template Active CN211974308U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202020409773.6U CN211974308U (en) 2020-03-26 2020-03-26 Fixing device of cast-in-place arch bridge template

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202020409773.6U CN211974308U (en) 2020-03-26 2020-03-26 Fixing device of cast-in-place arch bridge template

Publications (1)

Publication Number Publication Date
CN211974308U true CN211974308U (en) 2020-11-20

Family

ID=73381870

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202020409773.6U Active CN211974308U (en) 2020-03-26 2020-03-26 Fixing device of cast-in-place arch bridge template

Country Status (1)

Country Link
CN (1) CN211974308U (en)

Similar Documents

Publication Publication Date Title
JP5020163B2 (en) Support for overhanging slab
CN211974308U (en) Fixing device of cast-in-place arch bridge template
CN206769405U (en) A kind of elbow bracing means of first floor concrete pump pipe
KR100944007B1 (en) The bridge adjustable bearing for change off PC-beam puilling up system and the method
CN210918296U (en) Square steel pipe sleeve fixing device
CN211499816U (en) Device for pouring construction of cantilever support of steel-concrete composite beam
KR100529517B1 (en) Method for pulling up equally the upper structure of a bridge using a raising bracket supporting load dispersedly, having a displacement measuring instrument
KR102079817B1 (en) Prefabricated water tank
CN212836642U (en) Cantilever beam structure
CN212270714U (en) Bridge reinforcing apparatus
CN210482356U (en) Independent tower crane base
CN209891158U (en) Aqueduct supporting system
CN209779926U (en) Buckling restrained brace device for building engineering
KR100771837B1 (en) Reinforcing apparatus for head of steel pipe pile
JP2007162416A (en) Concrete pile joining method
CN219527946U (en) Cross-shaped steel girder supporting equipment
KR20100076537A (en) Temporary installation bracing
KR100933045B1 (en) Formwork system for concrete slab of filled steel pipe girder bridge
CN215484537U (en) Outer wall outrigger bearing structure in well outside
CN221298291U (en) Civil engineering basis flexible structure
CN215326582U (en) Tower crane mounting platform and bearing structure
KR102076130B1 (en) Shear Reinforcing Device At the Connection Between Flat Plate Slab and Steel Column
CN215439416U (en) Auxiliary pull rod convenient to transport
CN213114693U (en) Tower crane foundation platform
CN217500995U (en) Anti-tilting device for building side column protection platform

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant