CN208330405U - Balance cloth part flow arrangement for the casting of tunnel double-lining concrete - Google Patents
Balance cloth part flow arrangement for the casting of tunnel double-lining concrete Download PDFInfo
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- CN208330405U CN208330405U CN201820834355.4U CN201820834355U CN208330405U CN 208330405 U CN208330405 U CN 208330405U CN 201820834355 U CN201820834355 U CN 201820834355U CN 208330405 U CN208330405 U CN 208330405U
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Abstract
Balance cloth part flow arrangement provided by the utility model for the casting of tunnel double-lining concrete, including feed bin, uniformly distributed there are four lateral isocon on the feed bin, the discharge port of each lateral isocon is connected with longitudinal current divider;The gravity flow that multiple equilibrium cloth is realized in tunnel double-lining concrete placement is put in storage, overcome the problem of the offset and concrete uniformity difference of trolley caused by single-point cloth, it is created condition for tunnel double-lining rapid construction, compared with prior art, with easy for construction, quality controllable, labor intensity is low, high work efficiency, suitable for the constructing tunnels occasion such as railway, highway, subway, there is application value.
Description
Technical field
The utility model relates to constructing tunnel auxiliary implements, particularly for the balance cloth of tunnel double-lining concrete casting
Part flow arrangement.
Background technique
With the progress of tunnel construction technology, currently, tunnel double-lining concrete construction is by lining trolley+pump concrete
Mode is increased dramatically instead of traditional small template+artificial loading mode, construction efficiency, and labor intensity is substantially reduced, deep
By the welcome of construction management layer and work layer, it is widely applied in constructing tunnel field.
Lining trolley is the integral movable type form bracing system with greater stiffness, can be done directly tunnel and break entirely
The lining cutting in face, trolley are provided with multi-layer concrete casting window and attached type vibrator, can (or concrete is vehicle-mounted by concrete pump
Pump) through being poured window direct cloth, it is closely knit that concrete tamping is carried out using attached type vibrator.
Due to narrow space in tunnel, single machine list window operation can only be arranged, concrete warehousing height in trolley two sides is inconsistent,
Trolley lateral shift leads to lining thickness and middle line error occur;Pump line is blocked for prevention concrete, using concrete pumping work
When skill, the ratio of mud of concrete is big, good fluidity, and flow distance farther out, concrete slurry easily occurs after concrete list window enters mould
Separation, the uniformity of concrete are poor;
In recent years, tunnel double-lining concrete casting dividing technology is disclosed, is also gradually applied in engineering.But it is existing
Tunnel double-lining concrete dividing technology, using 1 point 2,2 point 4,4 point 8 of shunting mode, vertically and horizontally diverter function, which mixes, is
One, every shunting is primary to reduce primary height, and limited height is caused in tunnel to cause higher position concrete to enter using unreasonable
Storehouse is difficult, needs human assistance concrete warehousing, time-consuming, large labor intensity.
Summary of the invention
The purpose of this utility model is to provide the balance cloth part flow arrangements being poured for tunnel double-lining concrete, solve
Existing concrete casting dividing technology occupies in tunnel that limited height is excessive, causes the concrete of higher position in tunnel
It puts in storage and shunts gradient deficiency, need human assistance concrete warehousing, time-consuming, the defect of large labor intensity.
In order to achieve the above object, the technical solution adopted in the utility model is:
Balance cloth part flow arrangement provided by the utility model for the casting of tunnel double-lining concrete, including feed bin, institute
It states and is evenly distributed on feed bin there are four lateral isocon, the discharge port of each lateral isocon is connected with longitudinal current divider, longitudinal direction
There are two longitudinal isocons for setting on current divider.
Preferably, lateral flow divider is provided on each lateral isocon.
Preferably, splicing groove is provided between the discharge port and longitudinal current divider of each lateral isocon.
Preferably, longitudinal current divider is provided with several layers, passes through flanged joint between every layer of longitudinal current divider.
Preferably, longitudinal current divider includes longitudinal diversion pipe, and longitudinal isocon is arranged on the side wall of longitudinal diversion pipe, together
When, the feed inlet of longitudinal diversion pipe is connect with splicing groove, the discharge port of longitudinal diversion pipe and next layer of longitudinal diversion pipe into
Material mouth connection.
Preferably, the discharge outlet of longitudinal diversion pipe is provided with shut-off valve.
Preferably, the discharge port of longitudinal isocon is provided with the gate spool that puts in storage;Meanwhile it being additionally provided on longitudinal isocon vertical
To flow divider.
Compared with prior art, the utility model has the beneficial effects that
Balance cloth part flow arrangement provided by the utility model for the casting of tunnel double-lining concrete, by the cross of concrete
Stringent differentiation has been carried out with longitudinal diverter function to shunting, multiple equilibrium cloth is realized in tunnel double-lining concrete placement
The gravity flow of material is put in storage, and the problem of the offset and concrete uniformity difference of trolley caused by single-point cloth is overcome, and is that tunnel double-lining is fast
Speed construction creates condition, and compared with prior art, it is excellent to have that easy for construction, quality controllable, labor intensity is low, work efficiency is high etc.
Point is suitable for the constructing tunnels occasions such as railway, highway, subway, has application value.
Further, pump concrete is accepted using lateral diverter feed bin single-point, and to the uniform multiple spot of longitudinal current divider
Concrete is distributed, disposable the lateral of concrete of completing shunts, and reduces height loss, is that longitudinally item is created in distribution to concrete
Part.
Further, concrete is accepted using longitudinal current divider splicing groove, and by several times to each casting window of different height
Mouth distribution concrete realizes that gravity flow balance is poured into storehouse;
Further, the harmony laterally shunted using lateral flow divider control concrete;
Further, the uniformity that each casting window concrete enters mould speed is controlled using longitudinal flow divider;
Further, longitudinal current divider is vertically connected using flange, realizes that layering is successively poured;
Further, the layer position of shut-off valve control concrete casting is utilized.
Detailed description of the invention
Fig. 1 is the main view of the balance cloth part flow arrangement of the utility model;
Fig. 2 is that the lateral of balance cloth part flow arrangement of the utility model shunts schematic diagram;
Fig. 3 is that the longitudinal of balance cloth part flow arrangement of the utility model shunts schematic diagram;
Wherein, 1, feed bin 2, lateral isocon 3, lateral flow divider 4, splicing groove 5, longitudinal isocon 6, longitudinal flow divider 7,
Shut-off valve 8, flange 9, the gate spool 10 that puts in storage, longitudinal diversion pipe.
Specific embodiment
With reference to the accompanying drawing, the utility model is further described.
As shown in Figure 1, the balance cloth part flow arrangement provided by the utility model for the casting of tunnel double-lining concrete, it should
For part flow arrangement using 1 point 4,4 point 8 of method reduces the height loss that concrete shunts, and provides for concrete from mould is flowed into
Condition.
The balance cloth part flow arrangement of this tunnel double-lining concrete casting, guiding theory are rationally using effective in tunnel
Highly, the transverse distribution that lesser height loss first completes concrete is expended, then carries out longitudinal distribution of concrete, realizes coagulation
Soil, which puts in storage, to be not required to the bilateral Multipoint synchronous of human assistance while balancing cloth, and the use effect of existing concrete dividing technology is improved
Fruit.
Specifically:
The utility model relates to balance cloth part flow arrangement, including feed bin 1, uniformly distributed on the feed bin 1 there are four laterally
Isocon 2, there are two longitudinal isocons 5 for the discharge port connection of each lateral isocon 2.
Wherein, as shown in Fig. 2, being provided with lateral flow divider 3 on each lateral isocon 2.
The discharge port of each lateral isocon 2 is provided with splicing groove 4, and the discharge port of the splicing groove 4 is connected with two
A longitudinal direction isocon 5.
As shown in figure 3, being provided with longitudinal diversion pipe 10 between the discharge port of splicing groove 4 and longitudinal isocon 5.
Wherein, two longitudinal isocons 5 are arranged symmetrically on the side wall of longitudinal diversion pipe 10, meanwhile, longitudinal diversion pipe 10
It can realize that multilayer vertically connects by flange 8.
The discharge port of each longitudinal isocon 5 is provided with the gate spool 9 that puts in storage;Meanwhile it also being set on longitudinal isocon 5
It is equipped with longitudinal flow divider 6.
The discharge outlet of each longitudinal diversion pipe 10 is provided with shut-off valve 7.
The basic principle of the balance cloth part flow arrangement of the utility model design:
1. accepting pump concrete using lateral diverter feed bin single-point, and coagulation is distributed to the uniform multiple spot of longitudinal current divider
Soil, disposable the lateral of concrete of completing shunt, and save height loss, longitudinally distribution creates conditions for concrete;
2. accepting concrete using longitudinal current divider splicing groove, and successively mixed to the distribution of each casting window of different height
Solidifying soil realizes that concrete gravity flow balance is poured into storehouse;
3. the harmony laterally shunted using lateral flow divider control concrete;
4. controlling the uniformity that each casting window concrete enters mould speed using longitudinal flow divider;
5. vertically connecting longitudinal current divider using flange, laminated pouring is realized;
6. utilizing the layer position of shut-off valve control concrete casting.
Beneficial effect
Using the utility model, flowing into certainly for multiple equilibrium cloth is realized in tunnel double-lining concrete placement
Storehouse overcomes the problem of the offset and concrete uniformity difference of trolley caused by single-point cloth, creates for tunnel double-lining rapid construction
Condition has that easy for construction, quality controllable, labor intensity is low, high work efficiency compared with prior art, is suitable for iron
The constructing tunnels occasion such as road, highway, subway has application value.
Claims (7)
1. the balance cloth part flow arrangement for the casting of tunnel double-lining concrete, which is characterized in that including feed bin (1), the material
Uniformly distributed there are four lateral isocon (2) on storehouse (1), the discharge port of each lateral isocon (2) is connected with longitudinal current divider,
There are two longitudinal isocons (5) for setting on longitudinal current divider.
2. the balance cloth part flow arrangement according to claim 1 for the casting of tunnel double-lining concrete, which is characterized in that
Lateral flow divider (3) are provided on each lateral isocon (2).
3. the balance cloth part flow arrangement according to claim 1 for the casting of tunnel double-lining concrete, which is characterized in that
Splicing groove (4) are provided between the discharge port and longitudinal current divider of each lateral isocon (2).
4. the balance cloth part flow arrangement according to claim 1-3 for the casting of tunnel double-lining concrete,
It is characterized in that, longitudinal current divider is provided with several layers, is connected between every layer of longitudinal current divider by flange (8).
5. the balance cloth part flow arrangement according to claim 3 for the casting of tunnel double-lining concrete, which is characterized in that
Longitudinal current divider includes longitudinal diversion pipe (10), and longitudinal isocon (5) is arranged on the side wall of longitudinal diversion pipe (10), meanwhile,
The feed inlet of longitudinal diversion pipe (10) is connect with splicing groove (4), and the discharge port of longitudinal diversion pipe (10) is led with next layer of longitudinal direction
The feed inlet of flow tube (10) connects.
6. the balance cloth part flow arrangement according to claim 5 for the casting of tunnel double-lining concrete, which is characterized in that
The discharge outlet of longitudinal diversion pipe (10) is provided with shut-off valve (7).
7. the balance cloth part flow arrangement according to claim 1 for the casting of tunnel double-lining concrete, which is characterized in that
The discharge port of longitudinal isocon (5) is provided with the gate spool that puts in storage (9);Meanwhile longitudinal shunting is additionally provided on longitudinal isocon (5)
Valve (6).
Priority Applications (1)
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CN201820834355.4U CN208330405U (en) | 2018-05-31 | 2018-05-31 | Balance cloth part flow arrangement for the casting of tunnel double-lining concrete |
Applications Claiming Priority (1)
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CN201820834355.4U CN208330405U (en) | 2018-05-31 | 2018-05-31 | Balance cloth part flow arrangement for the casting of tunnel double-lining concrete |
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CN208330405U true CN208330405U (en) | 2019-01-04 |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112709148A (en) * | 2020-12-28 | 2021-04-27 | 中铁二局集团有限公司 | Method for pouring concrete in transverse supporting pipe between arch ribs of steel pipe bridge |
-
2018
- 2018-05-31 CN CN201820834355.4U patent/CN208330405U/en active Active
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112709148A (en) * | 2020-12-28 | 2021-04-27 | 中铁二局集团有限公司 | Method for pouring concrete in transverse supporting pipe between arch ribs of steel pipe bridge |
CN112709148B (en) * | 2020-12-28 | 2022-05-10 | 中铁二局集团有限公司 | Method for pouring concrete in transverse support pipe between steel pipe bridge arch ribs |
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