CN206091304U - Reinforcing apparatus of concrete structure expansion joint template - Google Patents
Reinforcing apparatus of concrete structure expansion joint template Download PDFInfo
- Publication number
- CN206091304U CN206091304U CN201621136744.7U CN201621136744U CN206091304U CN 206091304 U CN206091304 U CN 206091304U CN 201621136744 U CN201621136744 U CN 201621136744U CN 206091304 U CN206091304 U CN 206091304U
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- CN
- China
- Prior art keywords
- casing
- setting
- fastening plates
- sleeve pipe
- socketed
- 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.)
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Abstract
The utility model discloses a reinforcing apparatus of concrete structure expansion joint template, include left template and the right template that is on a parallel with left template, the sleeve pipe is all gone up through vertical fixedly connected with between some backup pads of connecting block fixed mounting to the opposite face of left side template and right template, it has cup jointed the case to go up the activity of sheathed tube surface, the surface of case has cup jointed spacing supporting mechanism. The utility model discloses an improved the connected mode of mounting plate and case, can increase substantially the mounting plate and install holistic structure firmness and stability when the case decide piece, limiting plate and the mounting plate is firm is connected in an organic whole, lengthened the life of mounting plate, can improve and go up sleeve pipe and the stability of case when reciprocating, be favorable to the mounting plate fast accurate removal to the support that stabilizes of expansion joint template between two reinforcement girder.
Description
Technical field
This utility model is related to work China Democratic National Construction Association construction auxiliary device technical field, and specially a kind of xoncrete structure stretches slit die
The bracing means of plate.
Background technology
During work China Democratic National Construction Association concrete structure construction, in order to preferably reinforce the template of expansion joint both sides, construction is existing
Field takes various measures:Including both sides method for strengthening, expansion joint both sides concrete successively casting method and other aids, this
Outward, with the development of science and technology, and templates for expansion joints is proposed from construction technology and management, effectively reinforced expansion joint two
The template of side.
With the development of society and science and technology, various diverse xoncrete structure templates for expansion joints are occurred in that on the market
Bracing means, a kind of reinforcing of xoncrete structure templates for expansion joints disclosed in CN201320301020.3 in such as Chinese patent
Device, is characterized in that the bracing means is mainly made up of locking nut, upper sleeve pipe, setting of casing, screw rod, fastening plates and fix bar,
This screw rod is the cylindrical double threaded screw with four directions or six sides, sleeve pipe corresponding spinning locking in spinning on the epimere of this screw rod
Nut, and on the hypomere of this screw rod spinning setting of casing corresponding spinning locking nut, and this setting of casing is than upper set pipe range, here
Be welded in the upper end section of upper sleeve pipe horizontal fix bar, it is from top to bottom uniform on the cased leading flank of here or on trailing flank between
It is welded each triangle fastening plates every ground facade, and the left and right side of this each fastening plates is stretched and is met at down symmetrically towards oblique
On the longitudinal center line of sleeve pipe, this fastening plates is equilateral triangle or isosceles triangle, makes each fastening plates descending and pushes left and right
Reinforcement, completes the reinforcing of templates for expansion joints, convenient and reliable, the reinforcing dress of the xoncrete structure templates for expansion joints for being proposed
Put, simple structure is easy to use, be effectively guaranteed the steadiness of two cheek board of expansion joint, improve construction quality, save work
When, reduce construction cost.
But, in above-mentioned Chinese patent, a kind of xoncrete structure templates for expansion joints disclosed in CN201320301020.3 adds
It is fixedly mounted with and puts, upper sleeve pipe is poor with setting of casing stability when moving up and down, and easily produces the phenomenon for rolling under external force,
So that fastening plates can not fast accurate move between two pieces of reinforcements, so as to affecting to carry out reinforcing behaviour to templates for expansion joints
Make, and fastening plates are to be welded trapping in pipe surface, fastening plates are poor with cased stable connection, in use, tightly
Gu plate is easily subject to external force effect to occur fractureing the situation of rupture, the service life for causing fastening plates overall is short, is unfavorable for stretching
Contracting slit die plate is reinforced, it is difficult to meet the use demand in market.
Utility model content
The purpose of this utility model is to provide a kind of bracing means of xoncrete structure templates for expansion joints, and what is possessed is excellent
Point, the problem for solving.
For achieving the above object, this utility model provides following technical scheme:
A kind of bracing means of xoncrete structure templates for expansion joints, including left templates and the right mould plate parallel to left templates,
Vertically it is fixedly connected between the gripper shoe that the opposite face of the left templates and right mould plate is installed with by contiguous block
Sleeve pipe, the side of the gripper shoe are installed with reinforcing away from upper sleeve pipe both sides by clamping block away from the position of contiguous block
Beam, the outer surface movable sleeve of the upper sleeve pipe are connected to setting of casing, and the nahlock both sides that the cased top is socketed with are fixed and connected
Cross bar is connected to, the nahlock is movably connected on the outer surface of sleeve pipe, and the both sides at the top of the cross bar are vertically fixedly connected with
Vertical rod at the top of be horizontally connected with holding rod, the cased outer surface is socketed with limited support mechanism.
The limited support mechanism by fastening plates, determine block, limiting plate, slide block and bolt and constitute, the plate body of the fastening plates
Surface is intensively distributed with reinforcement, and fastening plates are socketed on cased outer surface, be fixedly connected with and be socketed at the top of fastening plates
Trap the block of determining of tube outer surface, the both sides of the limiting plate are fixedly connected with the slide block contacted with support panel body surface face,
Limiting plate is positioned at the top for determining block and is socketed on tube outer surface of trapping, and bolt, the bolt are installed in the both sides at the top of limiting plate
Bottom stretch into and determine block and be connected with fastening plates.
Preferably, the monnolithic case that the holding rod and vertical rod are mutually combined is in the body of rod of n shape structures, holding rod and vertical rod
Surface is coated with metal enamelled coating, and the body of rod surface of holding rod is socketed with sheath.
Preferably, the outer surface of tube wall of the upper sleeve pipe and cased inner surface of tube wall are coated with wearing layer, and under
The outer surface of tube wall of sleeve pipe is provided with anticorrosive coat.
Preferably, the installation position of the limiting plate and cross bar is perpendicular with the installation position of gripper shoe, and limiting plate
Adhesive linkage is provided between slide block.
Preferably, the bottom of the fastening plates is matsurface for the surface at the top of pyramidal structure, and fastening plates.
Compared with prior art, the beneficial effects of the utility model are as follows:
1st, this utility model determines block, limiting plate, slide block and bolt by arranging, and improves fastening plates with cased connection
Mode, will can determine block, limiting plate and fastening plates be socketed on setting of casing in the lump and using bolt will determine block, limiting plate and fastening
Plate is firm to be connected in one, and fastening plates is greatly improved and is arranged on structural integrity overall during setting of casing and stability,
The overall intensity of fastening plates has been greatly enhanced under the utilization of reinforcement, fastening plates in use have largely been reduced
Worn and torn and the situation of the rupture that occurs fractureing by external force, so as to extend the service life of fastening plates, and the limiting plate energy for adopting
Enough to carry out spacing reinforcing with upper sleeve pipe to setting of casing, in raising, sleeve pipe and stability of the setting of casing when moving up and down, prevent
Sleeve pipe and setting of casing occur the phenomenon for rolling when mobile, and be conducive to fastening plates fast accurate moves to two pieces of reinforcements
Between firm support is carried out to templates for expansion joints, the use of slide block enables to limiting plate quickly rapid on the supporting plate
Slide, reinforcement operation is carried out to xoncrete structure templates for expansion joints so as to convenient.
2nd, use of this utility model by holding rod, is easy to operate limited support mechanism to move up and down, so as to coagulation
Soil structure templates for expansion joints carries out firm support, quickly can carry out consolidating by reinforcement and gripper shoe using clamping block and is connected,
So as to the convenient reinforcing operation for implementing xoncrete structure templates for expansion joints.
Description of the drawings
Fig. 1 is this utility model structural representation.
In figure:1 left templates, 2 right mould plates, 3 contiguous blocks, 4 gripper shoes, 5 reinforcements, 51 clamping blocks, sleeve pipe, 7 are trapped on 6
Block, 83 limiting plates, 84 slide blocks, 85 bolts, 9 cross bars, 91 circles are determined in pipe, 8 limited support mechanisms, 81 fastening plates, 811 reinforcements, 82
Block, 10 vertical rods, 11 holding rods, 111 sheaths.
Specific embodiment
Below in conjunction with the accompanying drawing in this utility model embodiment, the technical scheme in this utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only this utility model a part of embodiment, rather than whole
Embodiment.Based on the embodiment in this utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment for being obtained, belongs to the scope of this utility model protection.
Refer to Fig. 1, a kind of bracing means of xoncrete structure templates for expansion joints, including left templates 1 and parallel to left mould
The opposite face of the right mould plate 2 of plate 1, left templates 1 and right mould plate 2 passes through vertical between the gripper shoe 4 that contiguous block 3 is installed with
Sleeve pipe 6 is fixedly connected with, the side of gripper shoe 4 is installed with away from upper by clamping block 51 away from the position of contiguous block 3
The reinforcement 5 of 6 both sides of sleeve pipe, using clamping block 51 can quickly by reinforcement 5 and gripper shoe 4 carry out it is firm be connected, so as to side
Just implement the reinforcing operation of xoncrete structure templates for expansion joints, the outer surface movable sleeve of upper sleeve pipe 6 is connected to setting of casing 7, upper sleeve pipe 6
The inner surface of tube wall of outer surface of tube wall and setting of casing 7 be coated with wearing layer, the use of wearing layer can improve sleeve pipe 6 with
The anti-wear performance of setting of casing 7, so as to extend the service life of upper sleeve pipe 6 and setting of casing 7, and the outer surface of tube wall of setting of casing 7 sets
There is anticorrosive coat, the use of anticorrosive coat can improve the corrosion resistance of setting of casing 7.
91 both sides of nahlock that the top of setting of casing 7 is socketed with are fixedly connected with cross bar 9, and nahlock 91 is movably connected on sleeve pipe
6 outer surface, is horizontally connected with holding rod 11 at the top of the vertical rod 10 that the both sides at the top of cross bar 9 are vertically fixedly connected with, passes through
The use of holding rod 11, is easy to operate limited support mechanism 8 to move up and down, so as to carry out surely xoncrete structure templates for expansion joints
Clamped support, the monnolithic case that holding rod 11 is mutually combined with vertical rod 10 in n shape structures, be easy to hand-held by being designed to of n shape structures
11 comfortable firm carrying out of bar manually lifts operation, and holding rod 11 is coated with metal enamelled coating with the body of rod surface of vertical rod 10, gold
The use of category enamelled coating can improve the corrosion resistance and durable performance of holding rod 11 and 10 entirety of vertical rod, hand-held so as to extend
Bar 11 and the useful life of vertical rod 10, and the body of rod surface of holding rod 11 is socketed with sheath 111, the use of sheath 111 is easy to carry
The comfort level that high holding rod 11 is used, the outer surface of setting of casing 7 are socketed with limited support mechanism 8.
Limited support mechanism 8 by fastening plates 81, determine block 82, limiting plate 83, slide block 84 and bolt 85 and constitute, fastening plates 81
Bottom is pyramidal structure, and being designed to of pyramidal structure increases substantially the structural soundness and intensity of 81 entirety of fastening plates,
So as to the surface that extends at the top of the service life of fastening plates 81, and fastening plates 81 is matsurface, the plate body surface of fastening plates 81 is close
Collection is distributed with reinforcement 811, and fastening plates 81 are socketed on the outer surface of setting of casing 7, and the top of fastening plates 81 is fixedly connected with socket
Determine block 82 in 7 outer surface of setting of casing, the both sides of limiting plate 83 are fixedly connected with the cunning contacted with 4 plate body surface of gripper shoe
Block 84, limiting plate 83 is positioned at the top for determining block 82 and is socketed on 7 outer surface of setting of casing.
Bolt 85 is installed in both sides at the top of limiting plate 83, and the bottom of bolt 85 is stretched into and determines block 82 and be connected with fastening plates 81
Connect, the installation position of limiting plate 83 and cross bar 9 is perpendicular with the installation position of gripper shoe 4, and limiting plate 83 and slide block 84 it
Between be provided with adhesive linkage, the use of adhesive linkage can increase substantially the stable connection between limiting plate 83 and slide block 84.
This utility model determines block 82, limiting plate 83, slide block 84 and bolt 85 by arranging, and improves fastening plates 81 and traps
The connected mode of pipe 7, can will determine block 82, limiting plate 83 and be socketed on setting of casing 7 in the lump with fastening plates 81 and using bolt 85
To determine that block 82, limiting plate 83 and fastening plates 81 are firm to be connected in one, be greatly improved fastening plates 81 installed in setting of casing 7 when
Overall structural integrity and stability, have been greatly enhanced the intensity of 81 entirety of fastening plates, pole under the utilization of reinforcement 811
Fastening plates 81 in use are reduced in big degree is subject to external force to wear and tear and the situation of the rupture that occurs fractureing, so as to extend
The service life of fastening plates 81, and the limiting plate 83 for adopting can carry out spacing reinforcing with upper sleeve pipe 6 to setting of casing 7, in raising
Sleeve pipe 6 and stability of the setting of casing 7 when moving up and down, prevent sleeve pipe 6 from occurring what is rolled with setting of casing 7 when mobile
Phenomenon, is conducive to move to for 81 fast accurate of fastening plates carry out to templates for expansion joints between two pieces of reinforcements 5 firm support, sliding
The use of block 84, enables to limiting plate 83 and quickly rapidly slides in gripper shoe 4, xoncrete structure is stretched so as to convenient
Contracting slit die plate carries out reinforcement operation.
During use, first the bracing means is vertically placed on the expansion joint left and right sides left templates 1 and right mould plate 2 it
Between, first the left templates 1 of the expansion joint left and right sides and the bottom of right mould plate 2 are fixed, in left templates 1 with right mould plate 2
On surface, correspondence is located at 81 left and right sides of each fastening plates, before and after the middle part position of 81 left and right side of fastening plates fixedly mounts respectively
To reinforcement 5, artificial operation holding rod 11, by manually pushing holding rod 11, control setting of casing 7 enters on 6 surface of upper sleeve pipe
Row movement, drives by fastening plates 81, reinforcement 811, determines the limited support that block 82, limiting plate 83, slide block 84 and bolt 85 are constituted
Mechanism 8 moves down, and cause fastening plates 81 left and right side respectively correspond to be resisted against on reinforcement 5, make each fastening plates 81 pairs
The reinforcing positioning of templates for expansion joints is completed by should pushing on the reinforcement 5 of the left and right sides, it is convenient and reliable.
While there has been shown and described that embodiment of the present utility model, for the ordinary skill in the art,
Be appreciated that these embodiments can be carried out various changes in the case of without departing from principle of the present utility model and spirit, repair
Change, replace and modification, scope of the present utility model is defined by the appended claims and the equivalents thereof.
Claims (5)
1. a kind of bracing means of xoncrete structure templates for expansion joints, including left templates(1)With parallel to left templates(1)Right mould
Plate(2), it is characterised in that:The left templates(1)With right mould plate(2)Opposite face pass through contiguous block(3)It is installed with
Gripper shoe(4)Between be vertically fixedly connected with sleeve pipe(6), the gripper shoe(4)Side away from contiguous block(3)Position lead to
Cross clamping block(51)It is installed with away from upper sleeve pipe(6)The reinforcement of both sides(5), the upper sleeve pipe(6)Outer surface activity
It is socketed with setting of casing(7), the setting of casing(7)The nahlock that is socketed with of top(91)Both sides are fixedly connected with cross bar(9), it is described
Nahlock(91)It is movably connected on sleeve pipe(6)Outer surface, the cross bar(9)It is vertical that the both sides at top are vertically fixedly connected with
Bar(10)Top is horizontally connected with holding rod(11), the setting of casing(7)Outer surface be socketed with limited support mechanism(8);
The limited support mechanism(8)By fastening plates(81), determine block(82), limiting plate(83), slide block(84)And bolt(85)Group
Into the fastening plates(81)Plate body surface be intensively distributed with reinforcement(811), fastening plates(81)It is socketed on setting of casing(7)'s
Outer surface, fastening plates(81)Top be fixedly connected with and be socketed on setting of casing(7)Outer surface determines block(82), the limiting plate
(83)Both sides be fixedly connected with and gripper shoe(4)The slide block that plate body surface contacts(84), limiting plate(83)Positioned at determining block
(82)Top and be socketed on setting of casing(7)Outer surface, limiting plate(83)Bolt is installed in the both sides at top(85), the bolt
(85)Bottom stretch into and determine block(82)With fastening plates(81)It is connected.
2. the bracing means of a kind of xoncrete structure templates for expansion joints according to claim 1, it is characterised in that:The handss
Hold bar(11)With vertical rod(10)The monnolithic case being mutually combined be in n shape structures, holding rod(11)With vertical rod(10)Body of rod surface
It is coated with metal enamelled coating, and holding rod(11)Body of rod surface be socketed with sheath(111).
3. the bracing means of a kind of xoncrete structure templates for expansion joints according to claim 1, it is characterised in that:On described
Sleeve pipe(6)Outer surface of tube wall and setting of casing(7)Inner surface of tube wall be coated with wearing layer, and setting of casing(7)Tube wall outside
Surface is provided with anticorrosive coat.
4. the bracing means of a kind of xoncrete structure templates for expansion joints according to claim 1, it is characterised in that:The limit
Position plate(83)And cross bar(9)Installation position and gripper shoe(4)Installation position it is perpendicular, and limiting plate(83)With slide block
(84)Between be provided with adhesive linkage.
5. the bracing means of a kind of xoncrete structure templates for expansion joints according to claim 1, it is characterised in that:It is described tight
Gu plate(81)Bottom be pyramidal structure, and fastening plates(81)The surface at top is matsurface.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201621136744.7U CN206091304U (en) | 2016-10-19 | 2016-10-19 | Reinforcing apparatus of concrete structure expansion joint template |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201621136744.7U CN206091304U (en) | 2016-10-19 | 2016-10-19 | Reinforcing apparatus of concrete structure expansion joint template |
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Publication Number | Publication Date |
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CN206091304U true CN206091304U (en) | 2017-04-12 |
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CN201621136744.7U Expired - Fee Related CN206091304U (en) | 2016-10-19 | 2016-10-19 | Reinforcing apparatus of concrete structure expansion joint template |
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CN (1) | CN206091304U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111042011A (en) * | 2019-12-30 | 2020-04-21 | 中铁六局集团天津铁路建设有限公司 | Side wall reinforcing method for construction of close-distance adjacent frame structure bridge |
-
2016
- 2016-10-19 CN CN201621136744.7U patent/CN206091304U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111042011A (en) * | 2019-12-30 | 2020-04-21 | 中铁六局集团天津铁路建设有限公司 | Side wall reinforcing method for construction of close-distance adjacent frame structure bridge |
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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: 20170412 Termination date: 20171019 |