CN107366314A - A kind of adaptive template system of Tidal zone beams of concrete reparation - Google Patents
A kind of adaptive template system of Tidal zone beams of concrete reparation Download PDFInfo
- Publication number
- CN107366314A CN107366314A CN201710565895.7A CN201710565895A CN107366314A CN 107366314 A CN107366314 A CN 107366314A CN 201710565895 A CN201710565895 A CN 201710565895A CN 107366314 A CN107366314 A CN 107366314A
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- Prior art keywords
- board
- body portion
- plate
- movable side
- bottom plate
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D37/00—Repair of damaged foundations or foundation structures
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/52—Submerged foundations, i.e. submerged in open water
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/06—Constructions, or methods of constructing, in water
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/0023—Cast, i.e. in situ or in a mold or other formwork
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Revetment (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The invention discloses a kind of adaptive template system of Tidal zone beams of concrete reparation, including：End extension type template assembly, body portion fixed length formula template assembly, by the waist closed component, freely adapt to End assemblies, end extension type template assembly includes：Fixed side, movable side board, end bottom plate, end cross tightening device, longitudinal tightening device, extension type end plate, body portion fixed length formula template assembly include：Body portion fixed side, body portion movable side board, body portion bottom plate and body portion transverse direction tightening device, by the waist closed component include：Bottom hydraulic seal device and side-sealing device；Freely adapting to End assemblies includes：Free expansion plate, gas-flow closure bar, sleeve-board transverse direction tightening device, bottom plate set, drawer at movable side sleeve-board, affixed side sleeve-board.The invention provides one kind not to be influenceed by tidal level water level, has good sealing, can Reusability and the faster beam recovery template of speed of application.
Description
Technical field
The present invention relates to beams of concrete reparation, more particularly to a kind of adaptive template system of Tidal zone beams of concrete reparation
System, belongs to Construction of Civil Engineering field.
Background technology
For a long time, concrete structure is irrelevantly thought to belong to the structure being excused from a college course.With domestic and international concrete knot
The increase of structure thing harmful accident, the intensification to concrete deterioration mechanism understanding, and concrete structure is by the increasing of usage time
Long, along with the combined influence of the factors such as design, construction and use environment, the weakness of its own gradually reveals, especially
It is crack problem, directly influences the allomeric function of concrete structure.So propose it is a kind of it is effective, efficiently, it is economical mixed
Coagulate native restorative procedure be very important, the present invention be for beams of concrete crack situation more seriously, need removing to deposit
Situation about pouring in rift portion and again, and a kind of concrete suitable for Tidal zone effectively, quick, economic proposed is repaiied
Complex system and restorative procedure.
Present beams of concrete restorative procedure is：The part that beams of concrete bottom is ftractureed all is disposed with machine,
Then a template frame is propped up, again casting concrete.The problem of this restorative procedure has following aspects：This restorative procedure
It could only be used when daily ebb, can only just stop constructing when tidewater rises back；This restorative procedure it is close
Envelope property is bad, it is impossible to uses under water；The template of this restorative procedure is all disposable, it is impossible to it is reciprocal to use, every time
After completion, template will lose, and cause to waste；Speed of application is slow；More conventional method also is：Using epoxy resin sand
Slurry repairing and epoxy resin slurries carry out surface-closed, not durable due to epoxy resin category organic material, and it is toxic to construct,
Operating procedure is complicated, more unfavorable factor during use be present.
For repairing beams of concrete using template, present common templates do not adapt to underwater working environment, institute
To be finished since die-filling repair to form removal reparation in this period of time, it is necessary to whole template and beam are kept more than water level,
This just has the requirement of harshness to the period of construction, if water level is unsatisfactory for requiring, repairing effect will be unable to ensure.Its
It is secondary, it is more using disposable template due to constructing, so after multiple beams are repaired, cause largely to waste, along with due to every
Secondary to remake template, then assembling splicing adjustment, causes the speed of application of whole process very slow.
The content of the invention
The technical problem to be solved in the present invention is：Overcome existing technical deficiency, there is provided one kind is not by tidal level SEA LEVEL VARIATION
Influence, there is good sealing property, can in Tidal zone normal work, can Reusability, the fast Tidal zone concrete of speed of application
The adaptive template system of beam reparation.
In order to solve the above-mentioned technical problem, the present invention adopts the following technical scheme that：
A kind of adaptive template system of Tidal zone beams of concrete reparation, including end extension type template assembly, body portion fixed length
Formula template assembly, by the waist closed component and End assemblies are freely adapted to, the end extension type template assembly includes：Affixed side
Plate, movable side board, end bottom plate, end cross tightening device, longitudinal tightening device, extension type end plate, the end bottom plate
Side be fixedly connected with fixed side, opposite side is provided with movable side board, described end cross tightening device one end and the end
Portion's bottom plate connection, the other end are connected with the movable side board, and described longitudinal tightening device one end is connected with the end bottom plate, separately
One end and the extension type end plate connection；The body portion fixed length formula template assembly includes：Body portion fixed side, body portion drawer at movable side
Plate, body portion bottom plate and body portion transverse direction tightening device, the side of body portion bottom plate are fixedly connected with body portion fixed side, opposite side
Provided with body portion movable side board, described body portion transverse direction tightening device one end is connected with body portion bottom plate, the other end and the body portion
Movable side board connects；The closed component by the waist includes：Bottom hydraulic seal device and installed in bottom hydraulic seal device end
The side-sealing device in portion, the vertical plate heart and the transverse plate heart are provided with the side-sealing device；It is described freely to adapt to End assemblies bag
Include：Free expansion plate, gas-flow closure bar, sleeve-board transverse direction tightening device, bottom plate set, drawer at movable side sleeve-board, affixed side sleeve-board, the bottom
The side of sleeve-board is fixedly connected with affixed side sleeve-board, and opposite side is provided with drawer at movable side sleeve-board, the bottom plate set, drawer at movable side sleeve-board, consolidated
Determine side plate and cover one end to be additionally provided with free expansion plate, the free expansion plate is located at affixed side sleeve-board, drawer at movable side sleeve-board, bottom plate set
It is interior, and slidably, the bottom plate set is additionally provided with gas-flow closure bar with the free expansion plate intersection in drawer at movable side sleeve-board.
Preferably, the fixed side, movable side board, body portion fixed side, body portion movable side board and extension type
The top of end plate is equipped with Dual-layer sealing device, is set on the double seal on body portion fixed side and body portion movable side board
Exhaust outlet is poured, the exhaust outlet that pours is provided with sealing plate.
Preferably, the knot of the end cross tightening device, body portion transverse direction tightening device and sleeve-board transverse direction tightening device
Structure is similar, includes：Transverse screw shifter, screw bracket, horizontal L-type screw rod, the horizontal L-type screw rod include crossbar sections
With montant part, crossbar sections are connected through the screw bracket and end with transverse screw shifter.
Preferably, for end extension type template assembly, transverse screw shifter is fixed on end bottom plate and fixation
On side plate, screw bracket is fixed in end bottom plate, and horizontal L-type screw rod is pinned in movable side board；For body portion fixed length formula mould
Board component, transverse screw shifter is fixed on body portion bottom plate and on body portion fixed side, screw bracket is fixed on body portion bottom plate,
Horizontal L-type screw rod is pinned in body portion movable side board；For freely adapting to positive End assemblies, screw rod shifter is fixed on bottom plate set
Put with fixed side, screw bracket is fixed on bottom plate and put, and horizontal L-type screw rod is pinned at movable side board and put.
Preferably, the extension type end plate includes outer sleeve-board and the inner panel heart；The inner panel heart can freely move in outer sleeve-board
It is dynamic, and spring is provided between the inner panel heart and outer sleeve-board.
Preferably, longitudinal tightening device includes：Longitudinal screw shifter, the U-shaped screw rod in longitudinal direction；The longitudinal screw
Shifter is fixed in end bottom plate, and the U-shaped screw rod in longitudinal direction includes sheer pole, montant and cross tube, the end of the sheer pole
Portion is connected with the longitudinal screw shifter, the end connection extension type end plate of the cross tube.
Preferably, it is additionally provided with dismountable electromagnetic shaker on the outside of the movable side board and body portion movable side board.
Preferably, the vertical plate heart is placed in inside side-sealing device and can moved up and down, the vertical plate heart and side seal
Be provided with spring between device, the transverse plate heart be placed in inside side-sealing device and can transverse shifting, the transverse plate heart with
Spring is provided between side-sealing device；Side-sealing device is fixed on body portion movable side board, in movable side board, can be with drawer at movable side
Plate, the movable side board transverse movement of body portion.
Preferably, the free expansion plate is rearranged by multiple scalable rectangular strips.
Preferably, the gas-flow closure bar both ends top is T word structures, the freedom that can be embedded in insertion drawer at movable side sleeve-board
The rectangular strip bottom of expansion plate bottom；The centre of the gas-flow closure bar is inflatable rubber strip.
The beneficial effects of the invention are as follows：
Beams of concrete prosthetic device provided by the invention, solves the adaptability problem repaired under water, as long as not surpassing also in water level
The assembling of beams of concrete prosthetic device is finished when crossing beams of concrete bottom, concreting is completed, and seals completion, afterwards
Even if water level covers beams of concrete prosthetic device, the repair of beams of concrete is not interfered with yet, this is carried to a certain extent
The high free degree of duration choosing period of time；All composition components of beams of concrete prosthetic device provided by the invention can repeat
Use, solve the problems, such as waste of material；Each component model of concrete prosthetic device provided by the invention, pattern, connecting method are pre-
First just determine, actual assembling speed at the scene is fast, and possesses tightening device laterally and longitudinally, can be to a certain extent
Reduce the engineering time.
Brief description of the drawings
Fig. 1 is the dimensional structure diagram of end extension type template assembly；
Fig. 2 is the exploded perspective structural representation of end extension type template assembly；
Fig. 3 is the dimensional structure diagram of body portion fixed length formula template assembly；
Fig. 4 is the exploded perspective structural representation of body portion fixed length formula template assembly；
Fig. 5 is the dimensional structure diagram of closed component by the waist；
Fig. 6 is the exploded perspective structural representation of closed component by the waist；
Fig. 7 is the dimensional structure diagram of side-sealing device
Fig. 8 is the dimensional structure diagram of body portion transverse direction tightening device；
Fig. 9 is the dimensional structure diagram of extension type end plate；
Figure 10 is the exploded perspective structural representation of longitudinal tightening device；
Figure 11 is freely to adapt to End assemblies dimensional structure diagram；
Figure 12 is freely to adapt to End assemblies exploded perspective structural representation；
Figure 13 is the dimensional structure diagram of gas-flow closure bar；
Figure 14 is end extension type template assembly, body portion fixed length formula template assembly and closed component is applied in combination by the waist solid
Structural representation；
The dimensional structure diagram that Figure 15 is body portion fixed length formula template assembly and closed component is applied in combination by the waist；
Figure 16 is body portion fixed length formula template assembly, closed component and freely adapts to the stereochemical structure that End assemblies are applied in combination by the waist
Schematic diagram；
Figure 17 is the assembling design sketch that the present invention is mounted in beam column junction.
Reference numerals list：
1st, fixed side, 2, movable side board, 3, end bottom plate, 4, end cross tightening device, 5, longitudinal tightening device, 6, can stretch
Contracting formula end plate, 7, electromagnetic shaker, 8, chaining part, 9, body portion fixed side, 10, body portion movable side board, 11, body portion bottom plate, 12, body
Portion's transverse direction tightening device, 13, bottom hydraulic seal device, 14, side-sealing device, 15, the vertical plate heart, 16, the transverse plate heart, 17,
Free expansion plate, 18, gas-flow closure bar, 19, sleeve-board transverse direction tightening device, 20, bottom plate set, 21, drawer at movable side sleeve-board, 22, it is fixed
Side plate set.23rd, Dual-layer sealing device, 24, sealing plate, 401, transverse screw shifter, 402, screw bracket, 403, horizontal L-type
Screw rod, 501, longitudinal screw shifter, 502, the U-shaped screw rod in longitudinal direction, 601, outer sleeve-board, 602, the inner panel heart.
Embodiment
The invention will be further described with reference to the accompanying drawings and detailed description：
As shown in Fig. 1 to Figure 15, a kind of adaptive template system of Tidal zone beams of concrete reparation, including：End extension type
Template assembly, body portion fixed length formula template assembly, by the waist closed component, freely adapt to End assemblies, end extension type template group
Part includes：Fixed side 1, movable side board 2, end bottom plate 3, end cross tightening device 4, longitudinal tightening device 5, extension type
End plate 6, the side of end bottom plate 3 are fixedly connected with fixed side 1, and opposite side is provided with movable side board 2, end cross tightening device
4 one end are connected with end bottom plate 3, and the other end is connected with movable side board 2, and longitudinal one end of tightening device 5 is connected with end bottom plate 3,
The other end is connected with extension type end plate 6；Body portion fixed length formula template assembly includes：Body portion fixed side 9, body portion movable side board
10th, body portion bottom plate 11 and body portion transverse direction tightening device 12, the side of body portion bottom plate 11 are fixedly connected with body portion fixed side 9, separately
Side is provided with body portion movable side board 10, and the one end of body portion transverse direction tightening device 12 is connected with body portion bottom plate 11, and the other end can with body portion
Dynamic side plate 10 connects；Closed component includes by the waist：Bottom hydraulic seal device 13 and installed in the end of bottom hydraulic seal device 13
The side-sealing device 14 in portion, the vertical plate heart 15 and the transverse plate heart 16 are provided with side-sealing device 14；Freely adapt to End assemblies bag
Include：Free expansion plate 17, gas-flow closure bar 18, sleeve-board transverse direction tightening device 19, bottom plate set 20, drawer at movable side sleeve-board 21, affixed side
Sleeve-board 22, the side of bottom plate set 20 are fixedly connected with affixed side sleeve-board 22, and opposite side is provided with drawer at movable side sleeve-board 21, and sleeve-board is laterally received
Tight device one end is connected with bottom plate set 20, and the other end is connected with drawer at movable side sleeve-board 21, the bottom plate cover 20, drawer at movable side sleeve-board 21,
The one end of affixed side sleeve-board 22 is additionally provided with free expansion plate 17, and the free expansion plate 17 is located at affixed side sleeve-board 22, movable side board
In set 21, bottom plate set 20, and slidably, the bottom plate set 20 is also set with the intersection of free expansion plate 17 in drawer at movable side sleeve-board 21
There is gas-flow closure bar 18.
Closed component is divided into just closed component and anti-closed component by the waist by the waist by the waist, just by the waist closed component and it is anti-by the waist
Closed component is in specular, and construction is identical.Freely adapt to End assemblies and be divided into freely adapt to positive End assemblies and freely adapt to
Opposite ends parts, it is in specular freely to adapt to positive End assemblies and freely adapt to opposite ends parts, and construction is identical.
Fixed side 1, movable side board 2, body portion fixed side 9 are with, body portion movable side board 10 and extension type end plate 6
Top is equipped with Dual-layer sealing device 23, as shown in Figure 2 and Figure 3, can effectively prevent water when water level the beam not being repaired
Stream enters inside concrete prosthetic device；Double seal on body portion fixed side 9 and body portion movable side board 10, which is provided with, to be poured
Exhaust outlet is built, is vented for casting concrete and vibrated concrete, is poured exhaust outlet and be provided with sealing plate 24.
End cross tightening device 4, body portion transverse direction tightening device 12 are similar with the structure of sleeve-board transverse direction tightening device 19,
Including：Transverse screw shifter 401, screw bracket 402 and horizontal L-type screw rod 403, as shown in figure 8, horizontal L-type screw rod 403 wraps
Crossbar sections and montant part are included, crossbar sections are connected through screw bracket 402 and end with transverse screw shifter 401.It is right
In end extension type template assembly, transverse screw shifter 401 is fixed on end bottom plate 3 and fixed side 1, screw bracket
402 are fixed in end bottom plate 3, and horizontal L-type screw rod 403 is pinned in movable side board 2；For body portion fixed length formula template assembly,
Transverse screw shifter 401 is fixed on body portion bottom plate 11 and on body portion fixed side 9, screw bracket 402 is fixed on body portion bottom plate
On 11, horizontal L-type screw rod 403 is pinned in body portion movable side board 10；For freely adapting to positive End assemblies, screw rod shifter is consolidated
Due on bottom plate set 20 and affixed side sleeve-board 22, screw bracket 402 is fixed on bottom plate set 20, and horizontal L-type screw rod 403 is pinned at
On drawer at movable side sleeve-board 21, when underwater concrete beam prosthetic device works, transverse screw shifter 401 can make horizontal L-type spiral shell
The transverse shifting of bar 403, the transverse shifting of movable side board 2, body portion movable side board 10 and drawer at movable side sleeve-board 21 can be achieved.
Extension type end plate 6 includes：Outer sleeve-board 601 and the inner panel heart 602；The inner panel heart 602 can freely move in outer sleeve-board 601
It is dynamic, and spring is provided between the inner panel heart 602 and outer sleeve-board 601, when the inner panel heart 602 is moved in outer sleeve-board 601
With elasticity laterally outward, to adapt to the transverse shifting of movable side board 2, as shown in Figure 6.
Longitudinal tightening device 5 includes：Longitudinal screw shifter 502, the U-shaped screw rod 502 in longitudinal direction, as shown in Figure 10；Wherein, indulge
It is fixed on to screw rod shifter 502 in end bottom plate 3, the U-shaped screw rod 502 in longitudinal direction includes sheer pole, montant and cross tube, montant
Top and bottom are connected with cross tube, sheer pole respectively, and the end of sheer pole is connected with longitudinal screw shifter 502, cross tube
End connection extension type end plate 6.Longitudinal screw shifter 502 can vertically move U-shaped screw rod, scalable so as to realize
Formula end plate 6 vertically moves.As shown in Figure 1 and Figure 2.
The outside of movable side board 2 and body portion movable side board 10 is additionally provided with electromagnetic shaker 7, and electromagnetic shaker 7 is detachable apparatus, when shaking
When smashing concrete, by electromagnetic shaker 7 loaded on movable side board 2, the outside of body portion movable side board 10, as shown in Figure 2, Figure 4 shows, make the coagulation that vibrates
When native, the gas in concrete is more easy to discharge.
Closed component can realize the repair of any section of beam body instead of end extension type template assembly by the waist；By the waist
Closed component includes：Bottom hydraulic seal device 13, side-sealing device 14, the vertical plate heart 15, wherein the transverse plate heart 16, vertical plate
The heart 15 is placed in the inside of side-sealing device 14 and can moved up and down, and the liftable part just with bottom hydraulic seal device 13 is pasted
Close, be provided with spring between the vertical plate heart 15 and side-sealing device 14, allow the vertical plate heart 15 with bottom hydraulic seal device
The lifting of 13 liftable parts and move up and down, while keep the sealing property of side-sealing device 14；The transverse plate heart 16 and side are close
Spring is provided between seal apparatus 14, while the transverse plate heart 16 is moved freely in side-sealing device 14, is had horizontal
To outside elasticity during compression, can ensure in concreting concrete will not from being spilt by the waist at sealing device, as Fig. 5,
Shown in Fig. 6；Side-sealing device 14 is securable in body portion movable side board 10 or movable side board 2, can be with movable side board 2 or body portion
The transverse movement of movable side board 10, as shown in figure 16.
The free expansion plate 17 for freely adapting to stem component is rearranged by multiple scalable rectangular strips, for adapt to beam with
The sealing of post junction；The both ends top of gas-flow closure bar 18 is T word structures, can be embedded in freely stretching in insertion drawer at movable side sleeve-board 21
The rectangular strip bottom of the bottom of contracting plate 17；The centre of gas-flow closure bar 18 is inflatable rubber strip；Gas-flow closure bar 18 is used for
The gap between the retractable plate in the retractable plate and bottom plate set 20 in drawer at movable side sleeve-board 21 is filled, such as Figure 11, Figure 12, Figure 13
It is shown.
The present invention is after each horizontal tightening device is all tightened up with longitudinal tightening device 5, in extension type end plate 6
There can be a small gap between the inner panel heart 602 and beams of concrete, can be filled herein with any sealer, make whole device
It is fully sealed.
End extension type template assembly, body portion fixed length formula template assembly, pass through chaining part 8 between closed component by the waist
It is connected, chaining part 8 is connected by bolt with each component.
Concrete operation method will pass through following two Tidal zone beams of concrete repair system groups under different repairing conditions
The substep explanation of dress method is meticulously illustrated.
（1）When repairing section includes girder cantilever end with the middle part of beam, the operating method of repair system is as follows.
1) part that beams of concrete bottom is damaged is cut.According to the difference of damaged condition, to choose different device groups
Conjunction mode.
2) workbench is set up around beam, bottom sets two to be located just on screw bracket 402 and moved with transverse screw
I-steel under dynamic device 401.
3) screw bracket 402 and transverse screw shifter 401 are arranged on I-steel.
4) by the bottom plate of end extension type template assembly, body portion fixed length formula template assembly be installed on screw bracket 402 with
On transverse screw shifter 401, horizontal L-type screw rod 403 is inserted into screw bracket 402 and transverse screw shifter 401.
5) body portion movable side board 10 and body portion movable side board 9 are separately mounted to body portion bottom plate 11 and horizontal L-type screw rod 403
On；Fixed side 1 and movable side board 2 are respectively arranged on end bottom and horizontal L-type screw rod 403.
6) longitudinal screw shifter 502 is installed in the end bottom plate 3 of end extension type template assembly, will be scalable
Formula end plate 6 is inserted between movable side board 2 and fixed side 1, and the U-shaped screw rod 502 in longitudinal direction is inserted into longitudinal screw shifter 501, and
And the upper end of the U-shaped screw rod 502 in longitudinal direction is set to connect with extension type end plate 6.
7) by the bottom hydraulic seal device 13 of sealing device by the waist, be mounted with the transverse plate heart 16 and the vertical plate heart 15（15）
Side-sealing device 14 be respectively arranged in body portion bottom plate 11 and body portion movable side board 10.
8) position of whole device group is adjusted, the lower plate for ensureing to make double-layer seal live plate is higher than edge on repair place.
9) it is connected with each several part component.
10) body portion transverse direction tightening device 12, end cross tightening device 4 and longitudinal tightening device 5 are tightened up until double-deck close
Seal apparatus 23 is fitted on beams of concrete.
11) bottom hydraulic seal device 13 is risen until being bonded beams of concrete bottom.Electromagnetic shaker 7 is installed.
12) extract sealing plate 24 out, concrete poured into exhaust outlet injection from any side of underwater concrete prosthetic device,
Electromagnetic shaker 7 is opened simultaneously, vibrated concrete, discharges the gas in concrete.
After the completion of vibrating, the insertion of sealing plate 24 is poured into exhaust outlet, the material for having sealing function is applied into package unit has
The place in gap.Outward appearance after installing is as shown in figure 14.
（2）When repairing section includes beam column junction with the middle part of beam body, repair system operating method is as follows：
1) part that beams of concrete bottom is damaged is cut.According to the difference of damaged condition, to choose different device combination sides
Formula.
2) workbench is set up around beam, bottom sets two to be located just on screw bracket 402 and moved with transverse screw
I-steel under dynamic device 401.
3) screw bracket 402 and transverse screw shifter 401 are arranged on I-steel.
4) by the body portion bottom plate 11 of body portion fixed length formula template assembly and the installation of bottom plate set 20 for inserting free expansion plate 17
In on screw bracket 402 and transverse screw shifter 401, horizontal L-type screw rod 403 is inserted into screw bracket 402 and transverse screw
Shifter 401.
5) gas-flow closure bar 18 is embedded under the rectangular strip of the bottom of the free expansion plate 17 of drawer at movable side sleeve-board 21
Side.
6) body portion movable side board 10 and body portion fixed side 9 are separately mounted to body portion bottom plate 11 and horizontal L-type screw rod
On 403；The affixed side sleeve-board 22 for being mounted with free expansion plate 17 and drawer at movable side sleeve-board 21 are respectively arranged in bottom plate set 20 and plate
Cover on horizontal tightening device 19.
7) by the bottom hydraulic seal device 13 of sealing device by the waist, be mounted with the transverse plate heart 16 and the vertical plate heart 15
（15）Side-sealing device 14 be respectively arranged in body portion bottom plate 11 and body portion movable side board 10.
8) position of whole device group is adjusted, makes adaptive stem component joint on irregular end, and ensures to make
Double-layer seal lives the lower plate of plate higher than edge on repair place.As shown in figure 17.
9) it is connected with each several part component.
10) body portion transverse direction tightening device 12 is tightened up with sleeve-board transverse direction tightening device 19 until Dual-layer sealing device 23 is bonded
On beams of concrete.
11) inflated into gas-flow closure bar 18, the gap where it can be sealed.
12) bottom hydraulic seal device 13 is risen until being bonded beams of concrete bottom.Electromagnetic shaker 7 is installed.
13) extract sealing plate 24 out, concrete poured into exhaust outlet injection from any side of underwater concrete prosthetic device,
Electromagnetic shaker 7 is opened simultaneously, vibrated concrete, discharges the gas in concrete.
After the completion of vibrating, the insertion of sealing plate 24 is poured into exhaust outlet, the material for having sealing function is applied into package unit has
The place in gap.
Technological means disclosed in the present invention program is not limited only to the technological means disclosed in above-mentioned embodiment, in addition to
Formed technical scheme is combined by above technical characteristic.It should be pointed out that for those skilled in the art
For, under the premise without departing from the principles of the invention, some improvements and modifications can also be made, these improvements and modifications are also considered as
Protection scope of the present invention.
Claims (10)
- A kind of 1. adaptive template system of Tidal zone beams of concrete reparation, it is characterised in that including：End extension type template Component, body portion fixed length formula template assembly, by the waist closed component, freely adapt to End assemblies, the end extension type template group Part includes：Fixed side, movable side board, end bottom plate, end cross tightening device, longitudinal tightening device, extension type end plate, The side of the end bottom plate is fixedly connected with fixed side, and opposite side is provided with movable side board, the end cross tightening device One end is connected with the end bottom plate, and the other end is connected with the movable side board, described longitudinal tightening device one end and the end Portion's bottom plate connection, the other end and the extension type end plate connection；The body portion fixed length formula template assembly includes：Body portion affixed side Plate, body portion movable side board, body portion bottom plate and body portion transverse direction tightening device, the side of body portion bottom plate are fixedly connected with body portion and consolidated Determine side plate, opposite side is provided with body portion movable side board, and described body portion transverse direction tightening device one end is connected with body portion bottom plate, another End is connected with body portion movable side board；The closed component by the waist includes：Bottom hydraulic seal device and installed in bottom liquid The side-sealing device of pressure sealing device end, the vertical plate heart and the transverse plate heart are provided with the side-sealing device；It is described freely to fit End assemblies are answered to include：Free expansion plate, gas-flow closure bar, sleeve-board transverse direction tightening device, bottom plate set, drawer at movable side sleeve-board, fixation Side plate set, the side of the bottom plate set are fixedly connected with affixed side sleeve-board, and opposite side is provided with drawer at movable side sleeve-board, and the sleeve-board is horizontal Tightening device one end is connected with bottom plate set, and the other end is connected with the drawer at movable side sleeve-board, the bottom plate set, movable side board Set, affixed side sleeve-board one end are additionally provided with free expansion plate, and the free expansion plate is located at affixed side sleeve-board, drawer at movable side sleeve-board, bottom In sleeve-board, and slidably, the bottom plate set is additionally provided with gas-flow closure bar with the free expansion plate intersection in drawer at movable side sleeve-board.
- 2. the adaptive template system of beams of concrete reparation in Tidal zone as claimed in claim 1, it is characterised in that the fixation Side plate, movable side board, body portion fixed side, the top of body portion movable side board and extension type end plate are equipped with double-layer seal dress Put, the double seal on body portion fixed side and body portion movable side board is provided with and pours exhaust outlet, described to pour exhaust Mouth is provided with sealing plate.
- 3. the adaptive template system of beams of concrete reparation in Tidal zone as claimed in claim 1, it is characterised in that the end Horizontal tightening device, body portion transverse direction tightening device are similar with the structure of sleeve-board transverse direction tightening device, include：Transverse screw moves Device, screw bracket, horizontal L-type screw rod, the horizontal L-type screw rod include crossbar sections and montant part, and crossbar sections pass through institute State screw bracket and end is connected with transverse screw shifter.
- 4. the adaptive template system of beams of concrete reparation in Tidal zone as claimed in claim 3, it is characterised in that for end Extension type template assembly, transverse screw shifter is fixed on end bottom plate and on fixed side, screw bracket is fixed on end On bottom plate, horizontal L-type screw rod is pinned in movable side board；For body portion fixed length formula template assembly, transverse screw shifter is fixed In on body portion bottom plate and body portion fixed side, screw bracket is fixed on body portion bottom plate, and it is movable that horizontal L-type screw rod is pinned at body portion On side plate；For freely adapting to positive End assemblies, screw rod shifter is fixed on bottom plate set and put with fixed side, and screw bracket is solid Put due to bottom plate, horizontal L-type screw rod is pinned at movable side board and put.
- 5. the adaptive template system of beams of concrete reparation in Tidal zone as claimed in claim 1, it is characterised in that described to stretch Contracting formula end plate includes outer sleeve-board and the inner panel heart；The inner panel heart can move freely in outer sleeve-board, and the inner panel heart and outer sleeve-board it Between be provided with spring.
- 6. the adaptive template system of beams of concrete reparation in Tidal zone as claimed in claim 1, it is characterised in that the longitudinal direction Tightening device includes：Longitudinal screw shifter, the U-shaped screw rod in longitudinal direction；The longitudinal screw shifter is fixed in end bottom plate, institute Stating the U-shaped screw rod in longitudinal direction includes sheer pole, montant and cross tube, and the end of the sheer pole connects with the longitudinal screw shifter Connect, the end connection extension type end plate of the cross tube.
- 7. the adaptive template system of beams of concrete reparation in Tidal zone as claimed in claim 1, it is characterised in that described movable Dismountable electromagnetic shaker is additionally provided with the outside of side plate and body portion movable side board.
- 8. the adaptive template system of beams of concrete reparation in Tidal zone as claimed in claim 1, it is characterised in that described vertical The plate heart is placed in inside side-sealing device and can moved up and down, and spring, the horizontal stroke are provided between the vertical plate heart and side-sealing device Be placed in the plate heart inside side-sealing device and can transverse shifting, be provided with spring between the transverse plate heart and side-sealing device； Side-sealing device is fixed on body portion movable side board, in movable side board, can be with movable side board, the movable side board transverse movement of body portion.
- 9. the adaptive template system of beams of concrete reparation in Tidal zone as claimed in claim 1, it is characterised in that the freedom Expansion plate is rearranged by multiple scalable rectangular strips.
- 10. the adaptive template system of beams of concrete reparation in Tidal zone as claimed in claim 9, it is characterised in that described to fill Pneumatic seal both ends top is T word structures, under the rectangular strip for the free expansion plate bottom that can be embedded in insertion drawer at movable side sleeve-board Portion；The centre of the gas-flow closure bar is inflatable rubber strip.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201710565895.7A CN107366314B (en) | 2017-07-12 | 2017-07-12 | A kind of adaptive template system of Tidal zone beams of concrete reparation |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710565895.7A CN107366314B (en) | 2017-07-12 | 2017-07-12 | A kind of adaptive template system of Tidal zone beams of concrete reparation |
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| CN107366314A true CN107366314A (en) | 2017-11-21 |
| CN107366314B CN107366314B (en) | 2019-03-05 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109680648A (en) * | 2019-02-22 | 2019-04-26 | 水利部交通运输部国家能源局南京水利科学研究院 | A kind of high-pile beam wharf member section recovery template |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007023659A (en) * | 2005-07-19 | 2007-02-01 | Tokyu Construction Co Ltd | Reinforcing method and reinforcing structure of concrete structure |
| CN104947603A (en) * | 2015-04-30 | 2015-09-30 | 西安科技大学 | Reinforced concrete girder bridge girder reinforcing structure and method |
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2017
- 2017-07-12 CN CN201710565895.7A patent/CN107366314B/en active Active
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007023659A (en) * | 2005-07-19 | 2007-02-01 | Tokyu Construction Co Ltd | Reinforcing method and reinforcing structure of concrete structure |
| CN104947603A (en) * | 2015-04-30 | 2015-09-30 | 西安科技大学 | Reinforced concrete girder bridge girder reinforcing structure and method |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109680648A (en) * | 2019-02-22 | 2019-04-26 | 水利部交通运输部国家能源局南京水利科学研究院 | A kind of high-pile beam wharf member section recovery template |
| CN109680648B (en) * | 2019-02-22 | 2023-08-11 | 水利部交通运输部国家能源局南京水利科学研究院 | Repairing method for section of high pile beam slab wharf component |
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| Publication number | Publication date |
|---|---|
| CN107366314B (en) | 2019-03-05 |
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