CN207295719U - A kind of constructing device suitable for dam face slab concreting - Google Patents
A kind of constructing device suitable for dam face slab concreting Download PDFInfo
- Publication number
- CN207295719U CN207295719U CN201721234980.7U CN201721234980U CN207295719U CN 207295719 U CN207295719 U CN 207295719U CN 201721234980 U CN201721234980 U CN 201721234980U CN 207295719 U CN207295719 U CN 207295719U
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- CN
- China
- Prior art keywords
- synovial membrane
- membrane mechanism
- hoist engine
- dam
- device suitable
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- 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.)
- Expired - Fee Related
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- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
It the utility model is related to technical field of building construction, and in particular to a kind of constructing device suitable for dam face slab concreting.Including the synovial membrane mechanism on the hoist engine positioned at dam crest, the stent and dam slope positioned at crest edge, hoist engine, stent and synovial membrane mechanism are connected by traction rope；Stent is equipped with two groups of fixed pulleys, and movable pulley is equipped with synovial membrane mechanism, and traction rope reaches the movable pulley of synovial membrane mechanism through one group of fixed pulley, is then back to hoist engine through another group of fixed pulley again after being drawn by hoist engine；Vibrator is provided with synovial membrane mechanism, synovial membrane actuator base both sides are equipped with roller group.The device can reduce overall weight, easy to the operation of hoist engine, further reduce the probability that traditional structure causes hoist engine great work intensity to be easy to cause accident.
Description
Technical field
It the utility model is related to technical field of building construction, and in particular to a kind of suitable for dam face slab concreting
Constructing device.
Background technology
It is all synovial membrane construction that the panel concrete of dam, which pours use at present, the construction method is quick, efficiently, pour it is excellent
It is good.The principle that synovial membrane pours simply says to be exactly two tracks that one fixed width is set up in inclined panel, places in orbit
Steel plate synovial membrane, is poured when pouring since bottom, after one layer of concreting reaches quality, is led synovial membrane upwards using hoist engine
Draw, carry out pouring for next round.But synovial membrane construction the problematic presence of construction method, it is main the problem of be exactly synovial membrane weight
Too big, synovial membrane is very big with the frictional force of side template during pull-up, very big in the hoist engine force requirements of dam crest, rolls up at the same time
Raise machine installation and it is fixed require it is also very high, if installation is insecure, the synovial membrane of heavy amount haulage cable will be broken or
Hoist engine directly is dragged by person, and serious threat panel concrete pours scene, influences the safety of construction personnel.
The content of the invention
The purpose of this utility model is the existing synovial membrane weight in order to solve at present in dam face slab concrete pouring construction
Measure it is larger cause synovial membrane lifted at work difficulty and the problem of be easy to cause accident, there is provided one kind is mixed suitable for dam face slab
The constructing device that solidifying soil pours.
In order to reach above-mentioned purpose of utility model, the utility model uses following technical scheme：
A kind of constructing device suitable for dam face slab concreting, including hoist engine positioned at dam crest, positioned at dam crest
Synovial membrane mechanism on the stent and dam slope at edge, hoist engine, stent and synovial membrane mechanism are connected by traction rope；Stent is equipped with two groups
Fixed pulley, is equipped with movable pulley at synovial membrane mechanism, and traction rope through one group of fixed pulley reaches synovial membrane mechanism after being drawn by hoist engine
Movable pulley, is then back to hoist engine through another group of fixed pulley again；Vibrator, synovial membrane actuator base two are provided with synovial membrane mechanism
Side is equipped with roller group.
Preferably, the synovial membrane mechanism is equipped with Auxiliary Track, and vibrator is by Auxiliary Track in synovial membrane mechanism
On move horizontally.
Preferably, it is adjustable above and below the roller group.
Preferably, the roller group is automatic adjustment.
Preferably, the synovial membrane mechanism is anterior is equipped with the upward guide plate of arc.
Preferably, the synovial membrane actuator base is equipped with filling device.
Preferably, the filling device is located on rear side of guide plate.
Compared with prior art, beneficial effect is the utility model：It can be reduced by vibrator instead of a part of weight
The weight of synovial membrane mechanism, and the pressure of less synovial membrane mechanism weight to dam slope concrete can be reached by the effect of vibrator
It is real, so as to be easier to improve the quality of concrete construction.The roller group of synovial membrane actuator base can be needed in synovial membrane mechanism
When mobile, lifted and moved, reduce the traction power of hoist engine.Synovial membrane actuator base is equipped with filling device, can be more preferable
The speed of construction, to the concrete construction progress timely corrigendum grouting on dam slope, is improved according to being actually needed in ground.
Brief description of the drawings
Fig. 1 is the structure diagram of the utility model；
Fig. 2 is the structure diagram of the synovial membrane mechanism of the utility model.
In figure：1 hoist engine, 2 stents, 3 synovial membrane mechanisms, 4 traction ropes, 5 fixed pulleys, 6 movable pulleys, 7 vibrators, 8 roller groups,
9 Auxiliary Tracks, 10 guide plates, 11 filling devices.
Embodiment
Explanation is further described to the technical solution of the utility model below by specific embodiment.
Embodiment：
A kind of constructing device suitable for dam face slab concreting, as depicted in figs. 1 and 2, including positioned at dam crest
Hoist engine 1, the synovial membrane mechanism 3 on the stent 2 and dam slope of crest edge, hoist engine 1, stent 2 and synovial membrane mechanism 3 are by drawing
The connection of rope 4；Stent 2 is equipped with two groups of fixed pulleys 5, and two groups of fixed pulley top-bottom layouts, synovial membrane mechanism 3 is anterior to be equipped with movable pulley 6, leads
Messenger 4 reaches the movable pulley 6 of synovial membrane mechanism 3 through one group of fixed pulley 5 after being drawn by hoist engine 1, then slided surely through another group again
Wheel 5 is back at hoist engine 1；Vibrator 7, dam slope coagulation of the vibrator 7 to 3 lower part of synovial membrane mechanism are provided with synovial membrane mechanism 3
Soil carries out consolidation by vibrating, so as to replace the pattern born a heavy burden, 3 two bottom sides of synovial membrane mechanism are equipped with roller group 8, can reduce traction rope
The tractive force of 4 pairs of synovial membrane mechanisms 3.The position one of both that the position or traction rope 4 that traction rope 4 is drawn return is located at hoist engine 1
On, one of fixed with the ground at hoist engine 1；Traction rope 4 is fixed in the form of fixed pulley at hoist engine 1.
As shown in Fig. 2, the synovial membrane mechanism 3 is equipped with Auxiliary Track 9, vibrator 7 is by Auxiliary Track 9 in synovial membrane mechanism
Moved horizontally on 3, the vibrator 7 in synovial membrane mechanism 3 moves left and right, and seriatim the concrete on dam slope is reinforced.
The roller group of 3 bottom of synovial membrane mechanism is adjustable about 8, so as to when synovial membrane mechanism 3 needs mobile, roll
Wheel group 8 is put down, and is moved easy to synovial membrane mechanism 3, and roller group 8 is to automatically adjust, speed up processing.
In the anterior guide plate 10 upward equipped with arc of synovial membrane mechanism 3, the upward arc of guide plate 10, reduces synovial membrane mechanism
The friction of 3 pairs of dam slope concrete, meanwhile, filling device 11 is equipped with the front portion of synovial membrane mechanism 3, filling device 11 is used for concrete surface
Secondary floating, accelerates the shaping of dam slope, specifically, filling device 11 is located at the rear side of guide plate 10, so as to avoid and synovial membrane mechanism 3
Front portion forms interference.
Claims (8)
1. a kind of constructing device suitable for dam face slab concreting, it is characterised in that including the hoist engine positioned at dam crest
（1）, positioned at the stent of crest edge（2）With the synovial membrane mechanism on dam slope（3）, hoist engine（1）, stent（2）With synovial membrane mechanism（3）
By traction rope（4）Connection；Stent（2）It is equipped with two groups of fixed pulleys（5）, synovial membrane mechanism（3）Place is equipped with movable pulley（6）, traction rope
（4）By hoist engine（1）Through one group of fixed pulley after place's extraction（5）Reach synovial membrane mechanism（3）The movable pulley at place（6）, then again through another
One group of fixed pulley（5）It is back to hoist engine（1）Place；Synovial membrane mechanism（3）On be provided with vibrator（7）, synovial membrane mechanism（3）Bottom two
Side is equipped with roller group（8）.
A kind of 2. constructing device suitable for dam face slab concreting according to claim 1, it is characterised in that institute
State synovial membrane mechanism（3）It is equipped with Auxiliary Track（9）, vibrator（7）Pass through Auxiliary Track（9）In synovial membrane mechanism（3）Upper horizontal shifting
It is dynamic.
A kind of 3. constructing device suitable for dam face slab concreting according to claim 1, it is characterised in that institute
State roller group（8）It is adjustable up and down.
A kind of 4. constructing device suitable for dam face slab concreting according to claim 3, it is characterised in that institute
State roller group（8）For automatic adjustment.
A kind of 5. constructing device suitable for dam face slab concreting according to claim 1, it is characterised in that institute
State synovial membrane mechanism（3）Front portion is equipped with the upward guide plate of arc（10）.
A kind of 6. constructing device suitable for dam face slab concreting according to claim 5, it is characterised in that institute
State synovial membrane mechanism（3）Bottom is equipped with filling device（11）.
A kind of 7. constructing device suitable for dam face slab concreting according to claim 6, it is characterised in that institute
State filling device（11）Positioned at guide plate（10）Rear side.
8. a kind of constructing device suitable for dam face slab concreting according to claim 1 or 2 or 3 or 4 or 5,
It is characterized in that, the stent（2）For tripod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721234980.7U CN207295719U (en) | 2017-09-25 | 2017-09-25 | A kind of constructing device suitable for dam face slab concreting |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721234980.7U CN207295719U (en) | 2017-09-25 | 2017-09-25 | A kind of constructing device suitable for dam face slab concreting |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207295719U true CN207295719U (en) | 2018-05-01 |
Family
ID=62439337
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721234980.7U Expired - Fee Related CN207295719U (en) | 2017-09-25 | 2017-09-25 | A kind of constructing device suitable for dam face slab concreting |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207295719U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112160290A (en) * | 2020-10-14 | 2021-01-01 | 浙江世润建创科技发展有限公司 | Construction device and construction method for cast-in-place concrete panel of upstream slope of dam |
| CN112647506A (en) * | 2020-12-11 | 2021-04-13 | 马鞍山章鱼心网络科技服务有限公司 | Slope concrete face is pour with floating device |
| CN113737780A (en) * | 2021-09-01 | 2021-12-03 | 中国水利水电第六工程局有限公司 | Underwater rock-socketed concrete pile and construction method thereof |
| CN113863226A (en) * | 2021-10-29 | 2021-12-31 | 尚鹏军 | Trapezoidal ditch synovial membrane machine of accurate cloth |
| CN114411740A (en) * | 2022-03-04 | 2022-04-29 | 中铁隧道局集团有限公司 | High slope thin wall concrete simple flat sliding formwork and construction method thereof |
-
2017
- 2017-09-25 CN CN201721234980.7U patent/CN207295719U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112160290A (en) * | 2020-10-14 | 2021-01-01 | 浙江世润建创科技发展有限公司 | Construction device and construction method for cast-in-place concrete panel of upstream slope of dam |
| CN112647506A (en) * | 2020-12-11 | 2021-04-13 | 马鞍山章鱼心网络科技服务有限公司 | Slope concrete face is pour with floating device |
| CN113737780A (en) * | 2021-09-01 | 2021-12-03 | 中国水利水电第六工程局有限公司 | Underwater rock-socketed concrete pile and construction method thereof |
| CN113863226A (en) * | 2021-10-29 | 2021-12-31 | 尚鹏军 | Trapezoidal ditch synovial membrane machine of accurate cloth |
| CN113863226B (en) * | 2021-10-29 | 2023-06-20 | 中铁电气化局集团有限公司 | Accurate cloth trapezoidal ditch synovial membrane machine |
| CN114411740A (en) * | 2022-03-04 | 2022-04-29 | 中铁隧道局集团有限公司 | High slope thin wall concrete simple flat sliding formwork and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180501 |