CN209100054U - It is a kind of backfill and consolidation grouting telescoping steel form pre-embedment grouting pipe structure - Google Patents
It is a kind of backfill and consolidation grouting telescoping steel form pre-embedment grouting pipe structure Download PDFInfo
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- CN209100054U CN209100054U CN201821921570.4U CN201821921570U CN209100054U CN 209100054 U CN209100054 U CN 209100054U CN 201821921570 U CN201821921570 U CN 201821921570U CN 209100054 U CN209100054 U CN 209100054U
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Abstract
Include telescoping steel form steel plate the utility model discloses a kind of backfill and consolidation grouting telescoping steel form pre-embedment grouting pipe structure, the structure, offers the through-hole passed through for pre-buried grouting steel pipe on the telescoping steel form steel plate；Nozzle plugging mechanism, the nozzle plugging mechanism include sealing steel plate and sealing Interal fixation component；The sealing Interal fixation component includes the first fixed frame and the second fixed frame being connected with the telescoping steel form Interal fixation.Backfill provided by the present application and consolidation grouting telescoping steel form pre-embedment grouting pipe structure, it is simple and reasonable, it is easy to install and use.By arranging preformed hole in telescoping steel form template, and reserved grouting hole plugging device is set, the substitution grouting pore-creating of later-stage utilization embedded steel tube, carry out backfill and consolidation grouting construction, pore-creating process can be reduced, the destruction to formation of concrete can be prevented again, effectively improve the construction quality of hole lining concrete.
Description
Technical field
The utility model relates to holes to serve as a contrast technical field of concrete construction, more particularly to a kind of backfill and consolidation grouting steel
Mould trolley pre-embedment grouting pipe structure.
Background technique
The construction of traditional hole lining concrete mostly uses steel wooden model to combine concrete construction, in work progress, except to work
Outside phase, cost etc. affect greatly, formation of concrete faulting of slab ends, pitted skin phenomenon are more, and presentation quality is poor.Carry out backfill and
When consolidation grouting pore-creating, causes secondary to molded concrete or repeatedly drill breakoff phenomenon, or even reinforcing bar is damaged.
Utility model content
The utility model provide it is a kind of backfill and consolidation grouting telescoping steel form pre-embedment grouting pipe structure.
The utility model provides following scheme:
It is a kind of backfill and consolidation grouting telescoping steel form pre-embedment grouting pipe structure, comprising:
Telescoping steel form steel plate offers the through-hole passed through for pre-buried grouting steel pipe on the telescoping steel form steel plate；
Nozzle plugging mechanism, the nozzle plugging mechanism include sealing steel plate and sealing Interal fixation component；The envelope
Mouth Interal fixation component includes the first fixed frame and the second fixed frame being connected with the telescoping steel form Interal fixation；Described
One fixed frame respectively includes the vertical plate and the vertical plate that are connected with the telescoping steel form Interal fixation with second fixed frame
The level board being fixedly linked；
Wherein, threaded hole is offered on the level board, is provided with bolt in the threaded hole；The sealing steel plate is located at
Between first fixed frame and second fixed frame and it is located at the bolt lower part；The bolt is for realizing the sealing
The fastening of steel plate and the through-hole.
It is preferred: to be fixedly connected with circular steel plate on the sealing steel plate.
It is preferred: to be fixedly connected with link chain on the sealing steel plate.
It is preferred: between first fixed frame and the second fixed frame vertical plate respectively contained and telescoping steel form steel plate
It is provided with reinforcing rib.
Preferred: the reinforcing rib is to be made using screw-thread steel.
According to specific embodiment provided by the utility model, the utility model discloses following technical effects:
By the utility model, a kind of backfill and consolidation grouting telescoping steel form pre-embedment grouting pipe structure may be implemented,
Under a kind of implementation, which may include telescoping steel form steel plate, offer on the telescoping steel form steel plate for pre-buried filling
The through-hole that slurry steel pipe passes through；Nozzle plugging mechanism, the nozzle plugging mechanism include sealing steel plate and sealing Interal fixation group
Part；The sealing Interal fixation component includes that the first fixed frame being connected with the telescoping steel form Interal fixation and second are fixed
Frame；First fixed frame and second fixed frame respectively include the vertical plate being connected with the telescoping steel form Interal fixation and
The level board that the vertical plate is fixedly linked；Wherein, threaded hole is offered on the level board, is provided with spiral shell in the threaded hole
Bolt；The sealing steel plate is between first fixed frame and second fixed frame and is located at the bolt lower part；It is described
Bolt is for realizing the fastening for sealing steel plate and the through-hole.Backfill provided by the present application and consolidation grouting telescoping steel form
Pre-embedment grouting pipe structure, it is simple and reasonable, it is easy to install and use.By arranging preformed hole in telescoping steel form template, and set
Reserved grouting hole plugging device is set, the substitution grouting pore-creating of later-stage utilization embedded steel tube carries out backfill and consolidation grouting construction
Pore-creating process is reduced, and the destruction to formation of concrete can be prevented, effectively improves the construction quality of hole lining concrete.
Certainly, any product for implementing the utility model does not necessarily require achieving all the advantages described above at the same time.
Detailed description of the invention
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment
Needed in attached drawing be briefly described, it should be apparent that, the accompanying drawings in the following description is only the utility model
Some embodiments for those of ordinary skill in the art without creative efforts, can also be according to this
A little attached drawings obtain other attached drawings.
Fig. 1 is a kind of backfill provided by the embodiment of the utility model and consolidation grouting telescoping steel form pre-embedment grouting pipe structure
Structural schematic diagram;
Fig. 2 is the structural schematic diagram of nozzle plugging mechanism provided by the embodiment of the utility model.
In figure: telescoping steel form steel plate 1, through-hole 2, sealing steel plate 3, the first fixed frame 401, the second fixed frame 402, bolt 5,
Circular steel plate 6, link chain 7, reinforcing rib 8.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art's every other embodiment obtained, all belongs to
In the range of the utility model protection.
Embodiment
It is that a kind of backfill provided by the embodiment of the utility model and consolidation grouting telescoping steel form are pre-buried referring to Fig. 1, Fig. 2
Grout pipe structure, as shown in Figure 1 and Figure 2, the structure include telescoping steel form steel plate 1, are opened up on the telescoping steel form steel plate 1 useful
In the through-hole 2 that pre-buried grouting steel pipe passes through；
Nozzle plugging mechanism, the nozzle plugging mechanism include sealing steel plate 3 and sealing Interal fixation component；The envelope
Mouth Interal fixation component includes the first fixed frame 401 and the second fixed frame being fixedly linked with the telescoping steel form steel plate 1
402；First fixed frame 401 fixes what 402 framves respectively included being fixedly linked with the telescoping steel form steel plate 1 with described second
The level board that vertical plate and the vertical plate are fixedly linked；
Wherein, threaded hole is offered on the level board, and bolt 5 is provided in the threaded hole；Described sealing steel plate 3
Between first fixed frame 401 and second fixed frame 402 and it is located at 5 lower part of the bolt；The bolt 5 is for real
The fastening of existing the sealing steel plate 3 and the through-hole 2.
Further, circular steel plate 6 is fixedly connected on the sealing steel plate 3.It is fixedly connected on the sealing steel plate 3
Link chain 7.The vertical plate and telescoping steel form steel plate 1 that first fixed frame 401 is respectively contained with second fixed frame 402 it
Between be provided with reinforcing rib 8.The reinforcing rib 8 is to be made using screw-thread steel.
The sequence of construction of backfill provided by the present application and consolidation grouting telescoping steel form pre-embedment grouting pipe structure: bedrock surface is clear
Reason → underplate concrete pours → and side and roof arch reinforcement installation → telescoping steel form is in place → brushing release agent → seam surface treatment and measurement
Setting-out → waterstop installation → locking plug template closure → template check → pre-embedment grouting pipe → concreting → waits strong → demoulding
Maintenance → subsequent cycle.
In order to which structure provided by the present application is described in detail, below in the Tasha A Er water-control project power tunnel barrel work
Concrete application in journey is illustrated.
The Xinjiang Tasha A Er water-control project power tunnel barrel engineering construction bid section, concrete engineering construction project are as follows:
I # power tunnel barrel pile No. sends out 1+395.087m~hair 5+979.529m section concrete lining cutting, lining cutting overall length 4584.442m；Ⅱ#
Power tunnel pile No. sends out 1+409.861m~hair 5+962.939m section concrete lining cutting, lining cutting overall length 4553.078m；1# and 2# power generation
Hole working tunnel closure etc..Section is diameter 8.5m round, longitudinal slope 0.2%, III class after two power tunnel barrel concrete linings
Lining thickness 40cm under the conditions of wall rock geology, lining thickness 60cm under IV, V class surrounding rock geological conditions.The main work of concrete works
Cheng Liang are as follows: 12.98 ten thousand m3 of concrete lining, reinforcing bar system pacify 2.31 ten thousand t.
When making telescoping steel form, preformed hole is arranged according to design requirement on punching block.Aperture Φ 60mm, in favor of Φ 50
Steel pipe insertion.6 row's preformed holes are arranged on punching block altogether.First row is 1.0m away from trolley port, remaining spacing is 2m.Preformed hole is plum
Flower-shape arrangement.
The installation site of steel pipe embedded part controls stake wheelbase using total station setting-out by design drawing, forms control net,
To control embedded steel tube position, array pitch uses steel ruler setting-out between grout hole.Telescoping steel form pre-embedment grouting pipe nozzle blocks,
Reserved nozzle is blocked using having a size of 15cm × 8cm, is covered with a thickness of the steel plate of 3mm, and a thickness 5mm is welded on the steel plate,
The circular steel plate and link chain that radius is 2.5cm, to facilitate steel plate when closure to adjust, nozzle blocks steel plate and uses M12 spiral shell
Bolt is reinforced.
This engineering uses steel pipe to be up to 90% or more as grout hole built-in fitting utilization rate, the presentation quality of formation of concrete
It is substantially unaffected.Relative to common drill construction technique, need to repeatedly drill because of situations such as positioning inaccurate or chance reinforcing bar, coagulation
Native surface is destroyed, caused by repairing and rework cost accordingly reduce 90% or more.
Compared with pvc pipe built-in fitting, reinforces positioning and be guaranteed.Meanwhile interference of the pore-creating to steel mesh is avoided, it makes
The efficiency in hole improves 50% or more, has saved construction cost.
From social benefit, power tunnel barrel engineering mainly undertakes diversion task, using telescoping steel form and grouting steel pipe
The application of pre-buried technology, is improved this engineering construction quality, while also just improving the safety system of power tunnel barrel engineering
Number, provides guarantee for reservoir safety.
Telescoping steel form hole serves as a contrast the application of concrete and the pre-buried technology of grouting steel pipe, be similar engineering in Engineering Construction Management and
It summarizes in terms of quality control on construction and has accumulated engineering experience, cultivated a collection of technical staff for skillfully grasping this technology and pipe
Reason personnel provide technical support for later similar engineering project construction.Meanwhile telescoping steel form is carried out in this construction process
Local flow improvement, cavern's construction of concrete lining is innovated, for similar engineering make full use of telescoping steel form globality,
Mobility shortens the construction period, save the cost provides reliable method.
The Tasha A Er water-control project power tunnel barrel engineering carries out power tunnel concrete lining using telescoping steel form
Construction, accelerates construction speed, has saved cost, meanwhile, by carrying out innovation transformation to telescoping steel form, make full use of punching block platform
The globality and mobility of vehicle are realized to the one-time formed effect of concrete construction.Grouting pore-creating is substituted using embedded steel tube,
Grouting pore-creating destruction caused by concrete is greatly reduced, ensure that construction quality.This engineering combine using telescoping steel form and
Both pre-buried grouting steel pipes advantage simultaneously carries out innovation and application, is compared compared with other similar projects using traditional handicraft construction, engineering is applied
Working medium amount and comprehensive benefit significantly improve.
In short, backfill provided by the present application and consolidation grouting telescoping steel form pre-embedment grouting pipe structure, simple and reasonable,
It is easy to install and use.By arranging preformed hole in telescoping steel form template, and reserved grouting hole plugging device, later-stage utilization are set
Embedded steel tube substitution grouting pore-creating, carries out backfill and consolidation grouting construction, can reduce pore-creating process, and can prevent mixed to molding
The destruction for coagulating soil effectively improves the construction quality of hole lining concrete.Final power tunnel barrel engineering uses crawler belt voluntarily trestle type
Needle beam wholecircle telescoping steel form carries out lining cutting, and backfill and consolidation grouting pore-creating use steel pipe built-in process.
It should be noted that, in this document, relational terms such as first and second and the like are used merely to a reality
Body or operation are distinguished with another entity or operation, are deposited without necessarily requiring or implying between these entities or operation
In any actual relationship or order or sequence.Moreover, the terms "include", "comprise" or its any other variant are intended to
Non-exclusive inclusion, so that the process, method, article or equipment including a series of elements is not only wanted including those
Element, but also including other elements that are not explicitly listed, or further include for this process, method, article or equipment
Intrinsic element.In the absence of more restrictions, the element limited by sentence "including a ...", it is not excluded that
There is also other identical elements in process, method, article or equipment including the element.
The above is only the preferred embodiment of the utility model only, is not intended to limit the protection model of the utility model
It encloses.Any modification, equivalent substitution, improvement and etc. made within the spirit and principle of the present invention, are all contained in this reality
With in novel protection scope.
Claims (5)
1. a kind of backfill and consolidation grouting telescoping steel form pre-embedment grouting pipe structure characterized by comprising
Telescoping steel form steel plate offers the through-hole passed through for pre-buried grouting steel pipe on the telescoping steel form steel plate；
Nozzle plugging mechanism, the nozzle plugging mechanism include sealing steel plate and sealing Interal fixation component；The sealing steel
Plate fixation kit includes the first fixed frame and the second fixed frame being connected with the telescoping steel form Interal fixation；Described first is solid
Determine frame and is fixed with the vertical plate and the vertical plate that second fixed frame respectively includes being connected with the telescoping steel form Interal fixation
Connected level board；
Wherein, threaded hole is offered on the level board, is provided with bolt in the threaded hole；The sealing steel plate is located at described
Between first fixed frame and second fixed frame and it is located at the bolt lower part；The bolt is for realizing the sealing steel plate
With the fastening of the through-hole.
2. backfill according to claim 1 and consolidation grouting telescoping steel form pre-embedment grouting pipe structure, which is characterized in that institute
It states and is fixedly connected with circular steel plate on sealing steel plate.
3. backfill according to claim 1 and consolidation grouting telescoping steel form pre-embedment grouting pipe structure, which is characterized in that institute
It states and is fixedly connected with link chain on sealing steel plate.
4. backfill according to claim 1 and consolidation grouting telescoping steel form pre-embedment grouting pipe structure, which is characterized in that institute
It states and is provided with reinforcing rib between the first fixed frame and the second fixed frame vertical plate respectively contained and telescoping steel form steel plate.
5. backfill according to claim 4 and consolidation grouting telescoping steel form pre-embedment grouting pipe structure, which is characterized in that institute
Stating reinforcing rib is to be made using screw-thread steel.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821921570.4U CN209100054U (en) | 2018-11-21 | 2018-11-21 | It is a kind of backfill and consolidation grouting telescoping steel form pre-embedment grouting pipe structure |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201821921570.4U CN209100054U (en) | 2018-11-21 | 2018-11-21 | It is a kind of backfill and consolidation grouting telescoping steel form pre-embedment grouting pipe structure |
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| CN209100054U true CN209100054U (en) | 2019-07-12 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109469493A (en) * | 2018-11-21 | 2019-03-15 | 中国水利水电第四工程局有限公司 | It is a kind of backfill and consolidation grouting telescoping steel form pre-embedment grouting pipe structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109469493A (en) * | 2018-11-21 | 2019-03-15 | 中国水利水电第四工程局有限公司 | It is a kind of backfill and consolidation grouting telescoping steel form pre-embedment grouting pipe structure |
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