CN109505609A - Shallow buried covered excavation Urban Underground pipe gallery non-stand construction method and pipe gallery - Google Patents
Shallow buried covered excavation Urban Underground pipe gallery non-stand construction method and pipe gallery Download PDFInfo
- Publication number
- CN109505609A CN109505609A CN201811392723.5A CN201811392723A CN109505609A CN 109505609 A CN109505609 A CN 109505609A CN 201811392723 A CN201811392723 A CN 201811392723A CN 109505609 A CN109505609 A CN 109505609A
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- bracing members
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- 238000009412 basement excavation Methods 0.000 title claims abstract description 32
- 238000010276 construction Methods 0.000 title claims abstract description 29
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 27
- 239000010959 steel Substances 0.000 claims abstract description 27
- 239000004567 concrete Substances 0.000 claims abstract description 21
- 238000005553 drilling Methods 0.000 claims abstract description 5
- 238000005266 casting Methods 0.000 claims description 4
- 239000011150 reinforced concrete Substances 0.000 claims 1
- 238000000034 method Methods 0.000 abstract description 2
- 238000009434 installation Methods 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000005192 partition Methods 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 238000009933 burial Methods 0.000 description 1
- 125000004122 cyclic group Chemical group 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009440 infrastructure construction Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/04—Lining with building materials
- E21D11/10—Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/04—Lining with building materials
- E21D11/10—Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
- E21D11/107—Reinforcing elements therefor; Holders for the reinforcing elements
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/14—Lining predominantly with metal
- E21D11/28—Longitudinal struts, i.e. longitudinal connections between adjoining arches
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Architecture (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Civil Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Lining And Supports For Tunnels (AREA)
Abstract
The present invention relates to a kind of shallow buried covered excavation Urban Underground pipe gallery non-stand construction method and pipe galleries, this method comprises: determining small pilot tunnel quantity and the position of step excavation according to the cabin quantity of piping lane design and position；Small pilot tunnel excavates every time applies preliminary bracing after the completion of drilling depth, and is excavating boundary and permanent vertical bracing members are arranged in vertical mid-board overlapping position, by permanent vertically bracing members upper and lower ends respectively in small pilot tunnel preliminary bracing grid steel frame or steel arch-shelf connect；Secondary lining is applied after the completion of small pilot tunnel preliminary bracing, according to the permanent vertical bracing members of design requirement additional configurations, spiral net will be set between adjacent permanent vertical bracing members, and spiral net is connected with the support of permanent vertical steel, mid-board concrete is poured using permanent vertical bracing members as skeleton, armored concrete mid-board is formed, and then forms Pipe rack with preliminary bracing, secondary lining.The present invention improves the structural strength of mid-board while avoiding removing bracing members.
Description
Technical field
The invention belongs to technical field of building construction more particularly to a kind of shallow buried covered excavation Urban Underground pipe gallery without bracket
Construction method and pipe gallery.
Background technique
Urban Underground pipe gallery is infrastructure construction column emerging in recent years, it is intensive by various municipal pipelines
It lays and manages, improve the efficiency of management.Since the buried depth of piping lane is generally shallower, section is larger, applies when using shallow burial hidden digging
Working hour, it is necessary to be divided into multiple small pilot drives, while set up falsework.It is removed wait before applying two linings, then by falsework.
The installation and dismounting of falsework, not only very complicated, increases cost, and due to the limitation of falsework, cannot use
Engineering machinery seriously constrains excavation progress.
Summary of the invention
The object of the present invention is to provide a kind of shallow buried covered excavation Urban Underground pipe gallery non-stand construction method and integrated pipes
Corridor avoids falsework from frequently installing, remove, and reduces construction cost, improves construction speed.
The present invention provides a kind of shallow buried covered excavation Urban Underground pipe gallery non-stand construction methods, include the following steps:
Step 1, small pilot tunnel quantity and the position of step excavation are determined according to the cabin quantity of piping lane design and position；
Step 2, small pilot tunnel applies preliminary bracing after the completion of excavating drilling depth every time, and is excavating boundary and vertical mid-board weight
Permanent vertical bracing members are set at conjunction, form vertical temporary construction bracket, will permanently vertical bracing members upper and lower ends respectively with it is small
Grid steel frame or steel arch-shelf connection in pilot tunnel preliminary bracing；
Step 3, secondary lining is applied after the completion of small pilot tunnel preliminary bracing, according to the permanent vertical steel of design requirement additional configurations
Support, will setting spiral net between adjacent permanent vertical bracing members, and by spiral net and permanent vertical steel support phase
Connection pours mid-board concrete using permanent vertical bracing members as skeleton, forms armored concrete mid-board, and then and initial stage
Supporting, secondary lining form Pipe rack.
Further, the quantity of permanent vertical bracing members is determined according to the size of vertical load.
Further, permanent vertical bracing members use H profile steel or double angle.
The present invention also provides a kind of shallow buried covered excavation Urban Underground pipe gallery, the small pilot tunnel including multiple step excavations,
Small pilot drive boundary and vertical mid-board overlapping position are equipped with more permanent vertical bracing members, permanent vertical bracing members upper and lower ends
Respectively in small pilot tunnel preliminary bracing grid steel frame or steel arch-shelf connect；
Spiral net is equipped between adjacent permanent vertical bracing members, spiral net is connect with permanent vertical bracing members,
Permanent vertical bracing members form armored concrete mid-board, armored concrete mid-board, initial stage branch as skeleton casting concrete
Shield, secondary lining form Pipe rack.
Further, the quantity of permanent vertical bracing members is determined according to the size of vertical load.
Further, permanent vertical bracing members use H profile steel or double angle.
According to the above aspect of the present invention, by shallow buried covered excavation Urban Underground pipe gallery non-stand construction method and pipe gallery, benefit
Construction loads is undertaken with the permanent vertical bracing members for being configured at mid-board, plays the role of falsework, secondary lining to be poured
It is directly poured when concrete in mid-board, while avoiding removing bracing members, improves the structural strength of mid-board.
The above description is only an overview of the technical scheme of the present invention, in order to better understand the technical means of the present invention,
And can be implemented in accordance with the contents of the specification, the following is a detailed description of the preferred embodiments of the present invention and the accompanying drawings.
Detailed description of the invention
Fig. 1 is the first Construction State figure of shallow buried covered excavation Urban Underground pipe gallery in one embodiment of the invention；
Fig. 2 is the second Construction State figure of shallow buried covered excavation Urban Underground pipe gallery in one embodiment of the invention；
Fig. 3 is the structural schematic diagram of completion shallow buried covered excavation Urban Underground pipe gallery in one embodiment of the invention.
Figure label:
The leading pilot tunnel of 1-；Row pilot tunnel after 2-；3- preliminary bracing；The permanent vertical bracing members of 4-；5- secondary lining.
Specific embodiment
With reference to the accompanying drawings and examples, specific embodiments of the present invention will be described in further detail.Implement below
Example is not intended to limit the scope of the invention for illustrating the present invention.
A kind of shallow buried covered excavation Urban Underground pipe gallery non-stand construction method is present embodiments provided, including is walked as follows
It is rapid:
Step 1, small pilot tunnel quantity and the position of step excavation are determined according to the cabin quantity of piping lane design and position.Example
Such as, double cabin piping lanes use two small pilot drives, and three cabin piping lanes use three small pilot drives, the boundary of each small pilot tunnel and pipe
Mid-board after the completion of corridor is overlapped.
Step 2, small pilot tunnel applies preliminary bracing after the completion of excavating drilling depth every time, and is excavating boundary and vertical mid-board weight
Permanent vertical bracing members are set at conjunction, form vertical temporary construction bracket, will permanently vertical bracing members upper and lower ends respectively with it is small
Grid steel frame or steel arch-shelf connection in pilot tunnel preliminary bracing, to undertake construction loads.
Step 3, secondary lining is applied after the completion of small pilot tunnel preliminary bracing, according to the permanent vertical steel of design requirement additional configurations
Support, will setting spiral net between adjacent permanent vertical bracing members, and by spiral net and permanent vertical steel support phase
Connection pours mid-board concrete (without removing bracing members) using permanent vertical bracing members as skeleton, forms armored concrete
Mid-board, and then Pipe rack is formed with preliminary bracing, secondary lining.
By the shallow buried covered excavation Urban Underground pipe gallery non-stand construction method, guaranteeing the same of piping lane excavation safety
When, it is entirely avoided the same of engineering material is being saved in the work such as installation, dismounting and outward transport of falsework in existing construction method
When reduce labour cost, and shorten excavate circulation time, accelerate construction speed.
In the present embodiment, the quantity of permanent vertical bracing members (every circulation of excavating is set up) is true according to the size of vertical load
It is fixed.
In the present embodiment, permanent vertical bracing members use H profile steel or double angle.
The present embodiment additionally provides a kind of shallow buried covered excavation Urban Underground pipe gallery, and small including multiple step excavations is led
Hole, small pilot drive boundary and vertical mid-board overlapping position are equipped with more permanent vertical bracing members, permanently above and below vertical bracing members
Both ends respectively in small pilot tunnel preliminary bracing grid steel frame or steel arch-shelf connect；
Spiral net is equipped between adjacent permanent vertical bracing members, spiral net is connect with permanent vertical bracing members,
Permanent vertical bracing members form armored concrete mid-board, armored concrete mid-board, initial stage branch as skeleton casting concrete
Shield, secondary lining form Pipe rack.
Through the shallow buried covered excavation Urban Underground pipe gallery, while guaranteeing that piping lane excavates safe, it is entirely avoided existing
There are the work such as installation, dismounting and outward transport of falsework in pipe gallery, reduces labour cost while saving engineering material
With, and shorten and excavate circulation time, construction speed is accelerated, meanwhile, improve the structural strength of mid-board.
In the present embodiment, the quantity of permanent vertical bracing members (every circulation of excavating is set up) is true according to the size of vertical load
It is fixed.
In the present embodiment, permanent vertical bracing members use H profile steel or double angle.
Join shown in Fig. 1 to Fig. 3, the construction method is illustrated by taking double cabin piping lanes as an example below, the construction of double cabin piping lanes
Step includes:
(1) according to piping lane ship cabin arrangement, entire excavated section is divided into two parts, two pilot tunnel step excavations are each led
The size in hole and position and cabin position consistency.
(2) leading pilot tunnel 1 excavates, and after the completion of excavating drilling depth every time, applies preliminary bracing 3, sets up permanent vertical bracing members 4
Vertical temporary construction bracket is formed, for bearing the vertical load in work progress, permanent vertical bracing members 4 must assure that perpendicular
Directly, vertical axis is overlapped with mid-board axis.
(3) row pilot tunnel 2 excavates afterwards, after the completion of each cyclic advance, applies preliminary bracing 3, sets up permanent vertical bracing members 4
Form vertical temporary construction bracket.
(4) after guide hole digging enough distances, 5 concrete of secondary lining is poured, in the permanent vertical bracing members 4 of mid-board
(fashioned iron) casting concrete forms armored concrete mid-board.
By the construction method, the entire section of piping lane is divided into corresponding small pilot drive, every circulation according to ship cabin arrangement
Permanent vertical bracing members are set at mid-board after the completion of excavation.It, will be during permanently vertical bracing members be used as when pouring secondary lining
Partition backbone is directly cast in concrete, a part as middle partition wall structure.While avoiding removing bracing members, improve
The structural strength of mid-board.
The above is only a preferred embodiment of the present invention, it is not intended to restrict the invention, it is noted that for this skill
For the those of ordinary skill in art field, without departing from the technical principles of the invention, can also make it is several improvement and
Modification, these improvements and modifications also should be regarded as protection scope of the present invention.
Claims (6)
1. a kind of shallow buried covered excavation Urban Underground pipe gallery non-stand construction method, which comprises the steps of:
Step 1, small pilot tunnel quantity and the position of step excavation are determined according to the cabin quantity of piping lane design and position；
Step 2, small pilot tunnel applies preliminary bracing after the completion of excavating drilling depth every time, and is excavating boundary and vertical mid-board overlapping position
Permanent vertical bracing members are set, vertical temporary construction bracket is formed, will the permanent vertically bracing members upper and lower ends respectively with it is small
Grid steel frame or steel arch-shelf connection in pilot tunnel preliminary bracing；
Step 3, secondary lining is applied after the completion of small pilot tunnel preliminary bracing, according to the permanent vertical steel branch of design requirement additional configurations
Support, will be arranged spiral net between adjacent permanent vertical bracing members, and by spiral net and the permanently vertical bracing members
It is connected, pours mid-board concrete using the permanent vertical bracing members as skeleton, form armored concrete mid-board, in turn
Pipe rack is formed with the preliminary bracing, secondary lining.
2. shallow buried covered excavation Urban Underground pipe gallery non-stand construction method according to claim 1, which is characterized in that institute
The quantity for stating permanent vertical bracing members is determined according to the size of vertical load.
3. shallow buried covered excavation Urban Underground pipe gallery non-stand construction method according to claim 1, which is characterized in that institute
Permanent vertical bracing members are stated using H profile steel or double angle.
4. a kind of shallow buried covered excavation Urban Underground pipe gallery, which is characterized in that the small pilot tunnel including multiple step excavations is described small
Pilot drive boundary and vertical mid-board overlapping position are equipped with more permanent vertical bracing members, two above and below the permanent vertical bracing members
End respectively in small pilot tunnel preliminary bracing grid steel frame or steel arch-shelf connect；
Spiral net, the spiral net and the permanent vertical steel branch are equipped between the adjacent permanent vertical bracing members
Support connection, the permanent vertical bracing members form armored concrete mid-board, the reinforced concrete as skeleton casting concrete
Native mid-board, preliminary bracing, secondary lining form Pipe rack.
5. a kind of shallow buried covered excavation Urban Underground pipe gallery according to claim 4, which is characterized in that described permanent vertical
The quantity of bracing members is determined according to the size of vertical load.
6. a kind of shallow buried covered excavation Urban Underground pipe gallery according to claim 4, which is characterized in that described permanent vertical
Bracing members use H profile steel or double angle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811392723.5A CN109505609B (en) | 2018-11-21 | 2018-11-21 | Bracket-free construction method for underground comprehensive pipe rack of shallow-buried underground excavation city and comprehensive pipe rack |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811392723.5A CN109505609B (en) | 2018-11-21 | 2018-11-21 | Bracket-free construction method for underground comprehensive pipe rack of shallow-buried underground excavation city and comprehensive pipe rack |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109505609A true CN109505609A (en) | 2019-03-22 |
| CN109505609B CN109505609B (en) | 2023-11-14 |
Family
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811392723.5A Active CN109505609B (en) | 2018-11-21 | 2018-11-21 | Bracket-free construction method for underground comprehensive pipe rack of shallow-buried underground excavation city and comprehensive pipe rack |
Country Status (1)
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| CN (1) | CN109505609B (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110617079A (en) * | 2019-10-28 | 2019-12-27 | 中铁二院工程集团有限责任公司 | Shield comprehensive pipe gallery pipeline installation shed frame system |
| CN110714791A (en) * | 2019-10-29 | 2020-01-21 | 中国十七冶集团有限公司 | Method for shallow-buried and underground-excavated two-lining waterproof rapid construction in comprehensive pipe gallery engineering |
| CN111188640A (en) * | 2020-01-16 | 2020-05-22 | 中国十七冶集团有限公司 | Underground pipe gallery shallow-buried underground tunnel waterproof plate installation trolley and construction method thereof |
| CN111828051A (en) * | 2020-07-28 | 2020-10-27 | 中建七局安装工程有限公司 | Construction method of two-lining middle partition wall injection tunnel with support |
| CN112065451A (en) * | 2020-09-14 | 2020-12-11 | 中国建筑第八工程局有限公司 | Underground passage underground excavation method with lining first and primary support second |
| CN113339000A (en) * | 2021-06-03 | 2021-09-03 | 上海市城市建设设计研究总院（集团）有限公司 | Cable steel pipe shell trenchless supporting structure with intermediate wall and construction method |
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110617079A (en) * | 2019-10-28 | 2019-12-27 | 中铁二院工程集团有限责任公司 | Shield comprehensive pipe gallery pipeline installation shed frame system |
| CN110714791A (en) * | 2019-10-29 | 2020-01-21 | 中国十七冶集团有限公司 | Method for shallow-buried and underground-excavated two-lining waterproof rapid construction in comprehensive pipe gallery engineering |
| CN111188640A (en) * | 2020-01-16 | 2020-05-22 | 中国十七冶集团有限公司 | Underground pipe gallery shallow-buried underground tunnel waterproof plate installation trolley and construction method thereof |
| CN111188640B (en) * | 2020-01-16 | 2021-08-31 | 中国十七冶集团有限公司 | Underground pipe gallery shallow-buried underground tunnel waterproof plate installation trolley and construction method thereof |
| CN111828051A (en) * | 2020-07-28 | 2020-10-27 | 中建七局安装工程有限公司 | Construction method of two-lining middle partition wall injection tunnel with support |
| CN111828051B (en) * | 2020-07-28 | 2022-04-15 | 中建七局安装工程有限公司 | Construction method of two-lining middle partition wall injection tunnel with support |
| CN112065451A (en) * | 2020-09-14 | 2020-12-11 | 中国建筑第八工程局有限公司 | Underground passage underground excavation method with lining first and primary support second |
| CN113339000A (en) * | 2021-06-03 | 2021-09-03 | 上海市城市建设设计研究总院（集团）有限公司 | Cable steel pipe shell trenchless supporting structure with intermediate wall and construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN109505609B (en) | 2023-11-14 |
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