Introduction of tunnel construction method

Attention should be paid to the following points when excavating steps: With the implementation of information technology, the impact of tunnel construction on the surrounding environment has been minimized, and the construction efficiency has been greatly improved. Various integrated pipeline corridors, subway tunnels, and highway tunnels are constructed everywhere. It can be seen that, especially in subway and high-speed rail construction in recent years, various tunnel projects have emerged one after another, and there are more and more construction techniques and methods. The relevant personnel of tunnel construction manufacturers have summarized and shared 6 commonly used tunnel construction methods for us, let’s take a look. Right.

1. Full-face excavation method

The full-face excavation method is a construction method in which the lining is formed by blasting at one time according to the design contour.

Applicable conditions:

(1) I~IV class surrounding rock, when used in class IV surrounding rock, the surrounding rock should have the conditions to maintain its own stability during the period from full-face excavation to the initial support.

(2) There are drilling rigs or self-made work benches and high-efficiency shipping machinery and equipment.

(3) The length of the tunnel or construction section should not be too short. According to experience, it should not be less than 1km. Otherwise, large-scale mechanized construction is adopted, which is less economical.

The tunnel mechanized construction has three main lines:

Excavation line: drilling trolley, charging trolley, loader with dump truck (trackless transportation), slag loading machine with mining garbage battery car or diesel locomotive (track transportation).

Anchor shotcreting line: concrete shotcrete machine, concrete shot manipulator, anchor shotcrete work platform, feeding and transportation equipment and bolt grouting equipment.

Moulding and lining work line: concrete mixing equipment, concrete truck and pump, waterproof layer working platform, lining steel mould trolley. Construction features of full-face method:

(1) Excavation section and working space are large and interference is small;

(2) Conditions to make full use of machinery and reduce manpower;

(3) There are few procedures, which is convenient for construction organization and management, and improves working conditions;

(4) Excavation takes shape at one time, which has less disturbance to surrounding rock and is beneficial to the stability of surrounding rock.

2. Step method construction

The step method is to excavate the upper half of the section first, and after the excavation reaches a certain length, the lower half of the section is excavated at the same time, and the upper and lower half of the section are simultaneously advanced; according to the length of the step, there are three types of long steps, short steps and ultra-short steps. . In recent years, due to the design of large-section tunnels, there have been three-step temporary inversion methods and even multi-step methods.

As for which step method should be used in construction, it should be decided according to the following two conditions:

(1) The time required for the initial support to form a closed section. The worse the surrounding rock, the shorter the closing time.

(2) Requirements for the size of the construction site for the excavation, support, and ballasting of mechanical equipment used in the construction of the upper section.

In the weak surrounding rock, the former should be the main one, while the latter should be taken into consideration to ensure construction safety. When the surrounding rock conditions are better, the main consideration is how to better exert the mechanical efficiency and ensure the economic efficiency of construction, so only the latter condition is considered.

The advantages and disadvantages of the step excavation method:

The step excavation method can have enough working space and considerable construction speed. However, the upper and lower operations have interference; although step excavation increases the number of disturbances to the surrounding rock, the step is conducive to the stability of the excavation surface. Especially after the upper excavation and support, the lower operation is safer, but attention should be paid to the influence of the lower operation on the upper stability.

(1) Solve the problem of mutual interference between upper and lower half section operations. The micro steps are basically combined into a working face for simultaneous excavation; the long steps are basically opened, and the interference is small; while the short steps have greater interference, and attention should be paid to the work organization. For tunnels with a shorter length, the upper half of the section can be penetrated before the lower half of the section is constructed.

(2) When excavating the lower part, pay attention to the stability of the upper part. If the stability of the surrounding rock is good, it can be excavated in stages; if the stability of the surrounding rock is poor, the lower excavation cycle should be shortened; if the stability is worse, it can be staggered to the left and right, or the middle groove can be pulled first and then dig Side gang.

(3) After the excavation of the lower side wall, the concrete must be shot immediately, and the initial support must be made according to the regulations.

(4) The measurement work must be timely to observe the displacement value of the vault, the arch foot and the middle of the side wall. When the speed is found to increase, the invert arch should be closed immediately.

3. Ring excavation to retain core scholars

The following points should be paid attention to in the ring excavation and core soil method:

(1) The circular excavation footage should be 0.5-1.0m, and the core soil area should not be less than 50% of the entire section area.

(2) Spray anchor support and steel frame support should be constructed in time after excavation. Adjacent steel frames must be connected by steel bars, and the angle lock anchors should be designed and constructed according to construction requirements.

(3) When the surrounding rock geological conditions are poor and the self-stabilization time is short, advance support should be carried out according to the design requirements before excavation.

(4) The excavation of the core soil and the lower steps should be completed after the upper step support is completed, and the sprayed concrete reaches 70% of the design strength.

4. The next door method (CD method)

The CD method is a construction method in which one side of the tunnel is first excavated in a large-span tunnel with weak surrounding rock, and the middle side wall is constructed, and then the other side is excavated. It is mainly used in double-line tunnels with deep buried hard rock in the IV-level surrounding rock Lots and old loess tunnels (Class IV surrounding rock) lots.

5. Double side wall pilot pit method

The double-sided pilot pit method generally divides the section into four sections: the left and right side pilot pits, the upper core soil and the lower steps. The principle is to use two intermediate walls to divide the entire large section of the tunnel into three small sections on the left, middle and right for construction. The left and right pilot tunnels go first, and the middle section immediately follows; after the initial supporting inverted arch is formed into a ring, the two sides of the pilot are removed. The hole is temporarily supported to form a full section. The pilot holes on both sides are inverted oval-shaped, which is beneficial to control the sinking of the vault.

When the tunnel span is large, the surface subsidence requirements are strict, the surrounding rock conditions are particularly poor, and the single-side pilot method is difficult to control the surrounding rock deformation, the double-side pilot method can be used. Field measurements show that the surface subsidence caused by the double-side pilot method is only 1/2 of the short-step method. Although the double-wall pilot tunnel method has many excavation sections and large disturbances, it takes a long time to close the full section of the first support, but each section is closed immediately after excavation, so the deformation is almost Does not develop. The construction of the double-side pilot tunnel method is safe, but the speed is slow and the cost is higher. This method is mainly applicable to formations such as cohesive soil layer, sand layer and sand egg layer.

The construction sequence of the double-side pilot pit method is:

(1) Excavate a pilot pit on one side and close it for the first time in time.

(2) Excavate the pilot pit on the other side after a proper distance, and construct the primary support.

(3) Excavate the upper core soil to construct the primary support of the arch, and the arch foot is supported on the primary support of the pilot pit on both sides.

(4) Excavate the lower steps and construct the first support at the bottom, so that the full section of the first support is closed.

(5) Remove the first support of the empty part of the pilot pit.

(6) Construct the inner lining.

Pay attention to the following points in the double-sided pilot pit method:

(1) The next excavation can be carried out only after the sidewall pilot pit is excavated. When the geological conditions are poor, a temporary steel frame or temporary inverted arch should be installed at the bottom of each step according to the design requirements.

(2) When each part is excavated, the peripheral contour should be as smooth as possible.

(3) Excavation should be carried out on the other side after the strength of the shotcrete on the excavation side reaches the design requirements.

(4) The longitudinal spacing of the excavation face of the pilot pits on the left and right sides should not be less than 15 meters.

(5) When the excavation forms a full section, the initial support closure of the full section should be completed in time.

(6) The partition wall and temporary supports shall be removed section by section when the secondary lining is poured.

6. Fork in the next door method (CRD method)

Fork-in-the-next-wall method is to excavate one or two parts of one side of the tunnel in a large-span tunnel with weak surrounding rock, apply the partition and diaphragm in the part, and then excavate one or two parts on the other side of the tunnel to complete the horizontal Diaphragm construction; then excavate the last part of the first construction side, extend the middle wall, and finally excavate the remaining part. When the short-step method is difficult to ensure the stability of the tunnel face, the CRD method with a small section size should be used, which is more advantageous for controlling deformation.

The CD law is the abbreviation of “Center Diaphragm”, and the CRD law is the abbreviation of “Cross Diaphragm”. The two are both related and different. They are used in relatively weak stratum and are large section tunnels. The former is a method of excavating by dividing the partition with steel support and shotcrete; the latter is a method of using the partition and invert to divide the section up and down, left and right to excavate, and the geological conditions require the section section The method adopted under timely closed conditions. Therefore, the only difference between the CRD method and the CD method is that each step in the construction process requires the use of temporary inverts to close the section.

In the CRD method or the CD method, a key issue is the removal of the middle wall. Generally speaking, the middle wall should be removed only after the full section is closed and the displacement of each section is fully stabilized.