CN110284522A - A kind of underground pipe gallery construction structure and construction method - Google Patents
A kind of underground pipe gallery construction structure and construction method Download PDFInfo
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- CN110284522A CN110284522A CN201910714436.XA CN201910714436A CN110284522A CN 110284522 A CN110284522 A CN 110284522A CN 201910714436 A CN201910714436 A CN 201910714436A CN 110284522 A CN110284522 A CN 110284522A
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- 238000010276 construction Methods 0.000 title claims abstract description 79
- 239000002689 soil Substances 0.000 claims abstract description 24
- 238000000034 method Methods 0.000 claims description 18
- 230000008569 process Effects 0.000 claims description 7
- 239000011150 reinforced concrete Substances 0.000 claims description 6
- 239000004567 concrete Substances 0.000 claims description 4
- 230000002787 reinforcement Effects 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 5
- 238000009434 installation Methods 0.000 abstract description 5
- 238000010586 diagram Methods 0.000 description 8
- 238000009412 basement excavation Methods 0.000 description 7
- PMKKIDFHWBBGDA-UHFFFAOYSA-N 2-(2,5-dioxopyrrol-1-yl)ethyl methanesulfonate Chemical compound CS(=O)(=O)OCCN1C(=O)C=CC1=O PMKKIDFHWBBGDA-UHFFFAOYSA-N 0.000 description 5
- 238000009933 burial Methods 0.000 description 4
- 230000008901 benefit Effects 0.000 description 3
- 238000004891 communication Methods 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000004888 barrier function Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000000567 combustion gas Substances 0.000 description 1
- 238000012937 correction Methods 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000007789 gas Substances 0.000 description 1
- 238000005286 illumination Methods 0.000 description 1
- 230000005764 inhibitory process Effects 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000007726 management method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 230000000750 progressive effect Effects 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 230000005641 tunneling Effects 0.000 description 1
- 238000009423 ventilation Methods 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/10—Tunnels or galleries specially adapted to house conduits, e.g. oil pipe-lines, sewer pipes ; Making conduits in situ, e.g. of concrete ; Casings, i.e. manhole shafts, access or inspection chambers or coverings of boreholes or narrow wells
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- General Life Sciences & Earth Sciences (AREA)
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- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
A kind of underground pipe gallery construction structure and construction method, including several support beams for being located at top, the both ends of the support beam are connected with extraneous soil layer respectively, and the support beam is connected with several support vertical beams being vertically arranged, and the bottom of the support vertical beam is connected with basal layer；It is additionally provided with construction bracket in two sides, the bottom of the construction bracket is connected by first connecting portion and basal layer, and the top of the construction bracket is connected by second connecting portion and extraneous soil layer.The application carries out component integrated, the effect being finally reached is that all components are substantially made of the component of an inclined H shape, especially intermediate connector itself is inclined H shape component, and bottom linker and top link are its deformation, to improve whole installation effectiveness, and since inclined H shape itself has certain intensity, the case where being not susceptible to local buckling.
Description
Technical field
This application involves a kind of underground pipe gallery construction structure and construction methods.
Background technique
City integrated piping lane is also referred to as pipe gallery, two kinds of collection electric power, communication, combustion gas, water supply, middle water etc. and two or more
For municipal pipeline in one, city integrated piping lane is usually to build in Urban Underground, for being laid with municipal public use pipeline comprising dry
Line generalization piping lane, branch line pipe gallery and cable duct are laid in the same construction according to planning requirement concentration, implement unified
The municipal public use tunnel space of design, construction, management, and the functions such as draining, illumination, communication and alarm are also equipped with, city is comprehensive
It closes piping lane and the space under road is generally efficiently utilized using intensive design concept, saved Underground Space Resource,
Each special pipelines are prevented irregularly to excavate respectively, have been influenced caused by road and surrounding enviroment, thoroughly solve " zipper
Road " problem produces apparent social benefit and environmental benefit, reduces municipal pollution, provides the due energy for city operating,
To guarantee the efficient of city operating, the common alarm object of pipe gallery includes: harmful gas concentration in pipe gallery, environment
Epidemic disaster, ventilation, fire-fighting, gate inhibition, intrusion detection, video monitoring, night watching etc..
There are as below methods for the construction method of present pipe gallery:
1, excavation and cast-in-place method: using under the conditions of supporting construction supporting and retaining system, subterranean excavation excavation is carried out in earth's surface, is applied in foundation pit
Work does the construction method of internal structure.It has the characteristics that simple, easy for construction, project cost is low, suitable for creating city
Pipeline network construction.
2, open cut precast assembly method: being a kind of relatively advanced construction method, it is desirable that has fairly large precasting yard and big
The transport of tonnage and lifting appliance.Feature is that speed of application is very fast, construction quality is easily controllable, mold high recycling rate, right
Project total cost is lower in the case that piping lane is great in constructing amount.
3, shield method: being promoted in ground using shield machine, is supported surrounding country rock by shield shell and section of jurisdiction, is prevented
Collapsing in tunnel, while soil excavation is carried out with cutterhead in front of excavation face, by being unearthed, machinery is transported outside hole, by promoting oil
Cylinder is in rear pressurization jacking, and assembled precast concrete section of jurisdiction, forms a kind of mechanized construction method of tunnel structure.
4, push bench process: when various barriers such as piping lane railroad crossing, road, river or buildings, using a kind of tunneling
The construction method of formula.It, will with support and the hydraulic jack on foundation pit back seat by power transmission top iron and guide rail in construction
Pipeline is pressed into soil layer, while being excavated and being transported the positive soil of pipe.Suitable for weak soil or rich water Soft Soil Layer.Without open cut soil
Side, face sound is small over the ground；Equipment is few, simple process, short time limit, low cost, speed are fast；Suitable for medium-sized pipeline construction, but manage
Line deflecting ability is poor, and correction is difficult.
5, shallow burial hidden digging: under conditions of cut and cover method and not applicable shield method, shallow burial hidden digging shows huge superior
Property.It with flexible and changeable, influences that property is small, and land occupation of removing is few on road, underground utilities and road environment, the characteristics of not disturbing residents, fits
Urban renewal for will build up.
Excavation and cast-in-place method, open cut precast assembly method, shallow burial hidden digging in the above-mentioned methods, at least excavation and cast-in-place method,
It needs to be assembled on a tunnel in shallow burial hidden digging.But existing assembling mode is mostly to carry out pouring for template form
It builds, this kind mode one maximum, and the disadvantage is that speed of application is slow, the universality of template is poor, and various separate structures use
Component quantity it is larger, assembling flow path is complicated；And it is also based on this, it is easy to cause the intensity of junction inadequate, to occur
In construction operation, lead to destruction and large-scale deformation since intensity is inadequate, influences the safety of integral construction and mix
The flatness on solidifying soil surface.
Summary of the invention
To solve the above-mentioned problems, present applicant proposes a kind of underground pipe gallery construction structure and construction method, a sides
Face includes a kind of underground pipe gallery construction structure, including several support beams for being located at top, the both ends of the support beam
It is connected respectively with extraneous soil layer, the support beam is connected with several support vertical beams being vertically arranged, the bottom of the support vertical beam
Portion is connected with basal layer；It is additionally provided with construction bracket in two sides, the bottom of the construction bracket passes through first connecting portion and basal layer
It is connected, the top of the construction bracket is connected by second connecting portion and extraneous soil layer；The construction bracket and extraneous soil layer it
Between be equipped with for pouring reinforcement concrete gap；The construction bracket includes bottom linker and top link, the bottom of at
Several end to end middle part connectors, the bottom linker, middle part connection are equipped between portion's connector and top link
Part, top link are connected by connected components.The application carries out component integrated, and the effect being finally reached is all
Component be substantially made of the component of an inclined H shape, especially intermediate connector itself is inclined H shape component, and bottom
Connector and top link are its deformation, to improve whole installation effectiveness, and since inclined H shape itself has one
Fixed intensity, the case where being not susceptible to local buckling.
Preferably, the bottom linker includes the clamping portion for being located at top and the support sector for being located at bottom；Institute
Stating top link includes the support sector for being located at top and the clamping portion for being located at bottom.
Preferably, the clamping portion includes first connecting rod disposed in parallel and the second connecting rod, in first connecting rod and
Third connecting rod is equipped between second connecting rod, the first connecting rod is staggered with the second connecting rod, the third connection
Bar is vertically arranged with first connecting rod, the second connecting rod respectively, and the 4th connecting rod is located at third connecting rod side, and the described 4th connects
Extension bar is hingedly arranged with beyond third connecting rod more first connecting rod or the second connecting rod.It is real by such cross structure
Show first connecting rod, the second connecting rod, the 4th connecting rod to be connected with external, and its own is staggering so that its tie point
A triangle or oblique line are formed under normal circumstances, to improve whole stability, it is existing to further avoid generation unstability
As.
Preferably, the end in the clamping portion is equipped with no less than two the first inclined connecting holes being obliquely installed, in
Portion's connector is equipped with several the second inclined connecting holes being linearly arranged with the first inclined connecting holes, the of corresponding setting
One inclined connecting holes and the second inclined connecting holes are equipped with connecting pin, and the upper end of the connecting pin is equipped with an enlarging section.If using
Dry pin is attached, and due to itself being exactly a kind of structure of oblique shear, the frictional force of itself ensures that this
The fastness of kind connection type, is not susceptible to fall off.
Preferably, the middle part connector includes the 5th connecting rod and the 6th connecting rod being staggered, and the described 5th connects
Between extension bar and the 6th connecting rod be equipped with the 7th connecting rod, the 7th connecting rod respectively with the 5th connecting rod, the 6th connecting rod
It is vertically arranged, is respectively equipped with the 8th connecting rod being hinged and connected with the 5th connecting rod in the two sides of the 7th connecting rod and connects with the 6th
The 9th connecting rod that extension bar is hinged and connected, the 8th connecting rod are staggered with the 9th connecting rod.By such cross structure,
Realize the 5th connecting rod, the 6th connecting rod, the 8th or the 9th connecting rod be connected with external, and the staggering of its own makes
Its tie point forms a triangle or oblique line further avoids to improve whole stability under normal circumstances
Unstable phenomenon occurs.
Preferably, the 5th connecting rod or the 6th connecting rod are equipped with angularly disposed third inclined connecting holes 26,
The connected position in either above or below is equipped with the 4th inclined connecting holes corresponding with the third inclined connecting holes 26 being correspondingly arranged,
Connecting pin is equipped between the third inclined connecting holes and the 4th inclined connecting holes being correspondingly arranged, the upper end of the connecting pin is equipped with one
Enlarging section.It is attached using several pins, due to itself being exactly a kind of structure of oblique shear, the friction of itself
Power ensures that the fastness of such connection type, is not susceptible to fall off.
Preferably, an embedded board is equipped in the side of construction bracket towards extraneous soil layer.
On the other hand, a kind of construction method of underground pipe gallery includes the following steps: to obtain piping lane space；It is laid with base
Plinth layer；The position of selected construction bracket, and carry out the assembling of construction bracket；It pours to be formed between construction bracket and extraneous soil layer
Reinforced concrete floor.
Preferably, the operation that further includes the steps that carrying out binding after removing construction bracket forms branch support, is then propping up again
Construction bracket is set on support, forms the process of the reinforced concrete floor on branch support top.It can be used for building the buried pipe of multilayer
Corridor, since the number of the quantity of the middle part connector of itself is adjustable, every layer of height can pass through intermediate connector
Number is simply adjusted.
Preferably, support beam and support vertical beam are additionally provided in piping lane space.Improve the stabilization of entire piping lane sky A Jin
Property, avoids that there is a phenomenon where local bucklings.
The application can be brought the following benefits:
1, the application carries out component integrated, and the effect being finally reached is all components substantially by an inclined H shape
Component constitute, to improve whole installation effectiveness, and since inclined H shape itself has certain intensity, be not susceptible to
The case where local buckling；
2, the application is by cross structure, when realizing connecting rod and external connecting rod, its own staggering so that
Its tie point forms a triangle or oblique line under normal circumstances, to improve whole stability, further avoids sending out
Raw unstable phenomenon；
3, the application by inclined connecting holes and connecting pin match setting in the way of so that itself being exactly a kind of oblique
The structure of shearing, therefore the frictional force of itself ensures that the fastness of such connection type, is not susceptible to fall off, but tears open
It is but very easy when unloading.
Detailed description of the invention
The drawings described herein are used to provide a further understanding of the present application, constitutes part of this application, this Shen
Illustrative embodiments and their description please are not constituted an undue limitation on the present application for explaining the application.In the accompanying drawings:
Fig. 1 is the structural schematic diagram of the application；
Fig. 2 is the structural schematic diagram of construction bracket；
Fig. 3 is the structural schematic diagram of bottom linker；
Fig. 4 is the structural schematic diagram of top link；
Fig. 5 is the portion the A schematic diagram of Fig. 2；
Fig. 6 is the portion the B schematic diagram of Fig. 2；
Fig. 7 is the structural schematic diagram of middle part connector；
Fig. 8 is the process schematic of the double-deck piping lane construction；
Fig. 9 is the schematic diagram after the double-deck piping lane construction.
Specific embodiment
In order to clarify the technical characteristics of the invention, below by specific embodiment, and its attached drawing is combined, to this Shen
It please be described in detail.
As shown in the figure, for the clearer general idea for illustrating the application, with reference to the accompanying drawings of the specification with example
Mode be described in detail.
In addition, in the description of the present application, it is to be understood that term " center ", "upper", "lower", "front", "rear",
The orientation of the instructions such as "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outside", " axial direction ", " radial direction ", " circumferential direction "
Or positional relationship is to be based on the orientation or positional relationship shown in the drawings, and is merely for convenience of description the application and simplifies description, and
It is not that the device of indication or suggestion meaning or element must have a particular orientation, be constructed and operated in a specific orientation, therefore
It should not be understood as the limitation to the application.
All the embodiments in this specification are described in a progressive manner, same and similar portion between each embodiment
Dividing may refer to each other, and each embodiment focuses on the differences from other embodiments.
In addition, term " first ", " second " are used for descriptive purposes only and cannot be understood as indicating or suggesting relative importance
Or implicitly indicate the quantity of indicated technical characteristic.Define " first " as a result, the feature of " second " can be expressed or
Implicitly include one or more of the features.In the description of the present application, the meaning of " plurality " is two or more,
Unless otherwise specifically defined.
In this application unless specifically defined or limited otherwise, term " installation ", " connected ", " connection ", " fixation " etc.
Term shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integral；It can be mechanical connect
It connects, is also possible to be electrically connected, can also be communication；It can be directly connected, can also indirectly connected through an intermediary, it can be with
It is the interaction relationship of the connection or two elements inside two elements.For the ordinary skill in the art, may be used
To understand the concrete meaning of above-mentioned term in this application as the case may be.
In this application unless specifically defined or limited otherwise, fisrt feature in the second feature " on " or " down " can be with
It is that the first and second features directly contact or the first and second features pass through intermediary mediate contact.In retouching for this specification
In stating, the description of reference term " one embodiment ", " some embodiments ", " example ", " specific example " or " some examples " etc.
Mean that particular features, structures, materials, or characteristics described in conjunction with this embodiment or example are contained at least one of the application
In embodiment or example.In the present specification, schematic expression of the above terms are necessarily directed to identical embodiment
Or example.Moreover, particular features, structures, materials, or characteristics described can be in any one or more of the embodiments or examples
It can be combined in any suitable manner.
In one embodiment, as shown in figs. 1-7, a kind of underground pipe gallery construction structure, including several be located at
The support beam 1 in portion, the both ends of the support beam 1 are connected with extraneous soil layer 2 respectively, the support beam 1 with it is several vertical
The support vertical beam 3 of setting is connected, and the bottom of the support vertical beam 3 is connected with basal layer 4；Construction bracket 5, institute are additionally provided in two sides
The bottom for stating construction bracket 5 is connected by first connecting portion 6 and basal layer 4, and the top of the construction bracket 5 passes through the second connection
Portion 7 and extraneous soil layer 2 are connected；The gap 6 for pouring reinforcement concrete is equipped between the construction bracket 5 and extraneous soil layer 2；
The construction bracket 5 includes bottom linker 8 and top link 9, is set between bottom linker 8 and top link 9
There are several end to end middle part connectors 10, the bottom linker 8, middle part connector 10, top link 9 pass through activity
Connection component 11 is connected.The application carries out component integrated, and the effect being finally reached is all components substantially by an inclined H
The component of shape is constituted, to improve whole installation effectiveness, and since inclined H shape itself has certain intensity, is not easy
There is a situation where local bucklings.The bottom linker 8 includes the clamping portion 12 for being located at top and the branch for being located at bottom
Hold portion 13；The top link 9 includes the support sector 13 for being located at top and the clamping portion 12 for being located at bottom.The clamping portion
12 include first connecting rod 14 disposed in parallel and the second connecting rod 15, is set between first connecting rod 14 and the second connecting rod 15
Have third connecting rod 16, the first connecting rod 14 is staggered with the second connecting rod 15, the third connecting rod 16 respectively with
First connecting rod 14, the second connecting rod 15 are vertically arranged, and the 4th connecting rod 17 is located at 16 side of third connecting rod, and the described 4th connects
Extension bar 17 is hingedly arranged with beyond the more first connecting rod 14 of third connecting rod 16 or the second connecting rod 15.Interlocked by such
Structure realizes first connecting rod 14, the second connecting rod 15, the 4th connecting rod 17 and is connected with external, and its own interlocks
Property makes its tie point form a triangle or oblique line under normal circumstances, to improve whole stability, further
It avoids that unstable phenomenon occurs.The end in the clamping portion 12 is equipped with no less than two the first inclined connecting holes being obliquely installed
18, several the second inclined connecting holes 19 being linearly arranged with the first inclined connecting holes 18 are equipped on middle part connector 10,
The first inclined connecting holes 18 and the second inclined connecting holes 19 of corresponding setting be equipped with connecting pin 20, the connecting pin 20 it is upper
End is equipped with an enlarging section 28.It is attached using several pins, due to itself being exactly a kind of structure of oblique shear,
The frictional force of itself ensures that the fastness of such connection type, is not susceptible to fall off.The middle part connector 10 includes handing over
The 5th connecting rod 21 and the 6th connecting rod 22 of mistake setting, are equipped with the 7th between the 5th connecting rod 21 and the 6th connecting rod 22
Connecting rod 23, the 7th connecting rod 23 is vertically arranged with the 5th connecting rod 21, the 6th connecting rod 22 respectively, in the 7th connecting rod
23 two sides are respectively equipped with the 8th connecting rod 24 being hinged and connected with the 5th connecting rod 21 and are hinged and connected with the 6th connecting rod 22
The 9th connecting rod 25, the 8th connecting rod 24 is staggered with the 9th connecting rod 25.By such cross structure, realize
5th connecting rod 21, the 6th connecting rod the 22, the 8th or the 9th connecting rod 25 are connected with external, and the staggering of its own makes
Its tie point forms a triangle or oblique line further avoids to improve whole stability under normal circumstances
Unstable phenomenon occurs.5th connecting rod or the 6th connecting rod are equipped with angularly disposed third inclined connecting holes 26, thereon
The connected position in side or lower section is equipped with the 4th inclined connecting holes 27 corresponding with the third inclined connecting holes 26 being correspondingly arranged,
Between the third inclined connecting holes 26 and the 4th inclined connecting holes 27 being correspondingly arranged be equipped with connecting pin 20, the connecting pin 20 it is upper
End is equipped with an enlarging section 28.It is attached using several pins, due to itself being exactly a kind of structure of oblique shear,
The frictional force of itself ensures that the fastness of such connection type, is not susceptible to fall off.In construction bracket 5 towards extraneous soil layer
2 side is equipped with an embedded board 29.
In the second embodiment, as shown in figs 1-9, a kind of construction method of underground pipe gallery, includes the following steps:
Obtain piping lane space；It is laid with basal layer 4；The position of selected construction bracket 5, and carry out the assembling of construction bracket 5；Construction bracket 5
It is made up of bottom linker 8, middle part connector 10, top link 9 and combining movement connection component 11.It pours to form construction
Reinforced concrete floor between bracket 5 and extraneous soil layer 2.It further include that the operation formation branch that binds is carried out after removing construction bracket 5
Then construction bracket 5 is arranged in the step of support 30 on branch support 30 again, form the reinforced concrete floor on 30 top of branch support
Process.The underground pipe gallery 31 that can be used for building multilayer, since the number of the quantity of the middle part connector 10 of itself is adjustable, because
This, every layer of height can simply be adjusted by the number of intermediate connector.
It should be understood that being additionally provided with support beam 1 and support vertical beam 3 in piping lane space.Improve entire piping lane sky A Jin
Stability, avoid that there is a phenomenon where local bucklings.In entire work progress, support beam 1 and support vertical beam 3 can bases
Construction space is arranged in advance, to guarantee that whole process does not migrate support beam 1 and support vertical beam 3, and guarantees entire space
Stability, after first space has been laid with, dismountable support beam 1, because horizontal space can already guarantee.
The above is only embodiments herein, are not intended to limit this application.To those skilled in the art,
Various changes and changes are possible in this application.It is all within the spirit and principles of the present application made by any modification, equivalent replacement,
Improve etc., it should be included within the scope of the claims of this application.
Claims (10)
1. a kind of underground pipe gallery construction structure, it is characterised in that: including several support beams for being located at top, the support
The both ends of crossbeam are connected with extraneous soil layer respectively, and the support beam is connected with several support vertical beams being vertically arranged, the branch
The bottom of support vertical beam is connected with basal layer；It is additionally provided with construction bracket in two sides, the bottom of the construction bracket passes through the first connection
Portion and basal layer are connected, and the top of the construction bracket is connected by second connecting portion and extraneous soil layer；The construction bracket with
The gap for pouring reinforcement concrete is equipped between extraneous soil layer；The construction bracket includes that bottom linker and top connect
Fitting, between bottom linker and top link be equipped with several end to end middle part connectors, the bottom linker,
Middle part connector, top link are connected by connected components.
2. a kind of underground pipe gallery construction structure according to claim 1, it is characterised in that: the bottom linker packet
Include the clamping portion for being located at top and the support sector for being located at bottom；The top link includes the support sector for being located at top
And it is located at the clamping portion of bottom.
3. a kind of underground pipe gallery construction structure according to claim 2, it is characterised in that: the clamping portion includes flat
The first connecting rod and the second connecting rod of row setting, are equipped with third connecting rod, institute between first connecting rod and the second connecting rod
It states first connecting rod to be staggered with the second connecting rod, the third connecting rod is hung down with first connecting rod, the second connecting rod respectively
Straight setting, the 4th connecting rod are located at third connecting rod side, the 4th connecting rod with beyond third connecting rod it is more first
Connecting rod or the second connecting rod are hingedly arranged.
4. a kind of underground pipe gallery construction structure according to claim 3, it is characterised in that: the end in the clamping portion
Equipped with no less than two the first inclined connecting holes being obliquely installed, several and the first oblique connection is equipped on the connector of middle part
The second inclined connecting holes that hole is linearly arranged are set on the first inclined connecting holes and the second inclined connecting holes of corresponding setting
There is connecting pin, the upper end of the connecting pin is equipped with an enlarging section.
5. a kind of underground pipe gallery construction structure according to claim 1, it is characterised in that: the middle part connector packet
The 5th connecting rod and the 6th connecting rod being staggered are included, the 7th connection is equipped between the 5th connecting rod and the 6th connecting rod
Bar, the 7th connecting rod are vertically arranged with the 5th connecting rod, the 6th connecting rod respectively, are set respectively in the two sides of the 7th connecting rod
There are the 8th connecting rod being hinged and connected with the 5th connecting rod and the 9th connecting rod being hinged and connected with the 6th connecting rod, the described 8th
Connecting rod is staggered with the 9th connecting rod.
6. a kind of underground pipe gallery construction structure according to claim 5, it is characterised in that: institute's the 5th connecting rod
Or the 6th connecting rod be equipped with angularly disposed third inclined connecting holes, either above or below be connected position be equipped with is set with corresponding
Corresponding 4th inclined connecting holes of the third inclined connecting holes set, it is oblique in the third inclined connecting holes being correspondingly arranged and the 4th
Connecting pin is equipped between connecting hole, the upper end of the connecting pin is equipped with an enlarging section.
7. a kind of underground pipe gallery construction structure according to claim 1, it is characterised in that: in construction bracket outside
The side of boundary's soil layer is equipped with an embedded board.
8. a kind of construction method of underground pipe gallery, characterized by the following steps:
Obtain piping lane space；
It is laid with basal layer；
The position of selected construction bracket, and carry out the assembling of construction bracket；
Pour the reinforced concrete floor to be formed between construction bracket and extraneous soil layer.
9. a kind of construction method of underground pipe gallery according to claim 8, it is characterised in that: further include the branch that will construct
Frame bind after removing operation the step of forming branch support, and construction bracket is then arranged on branch support again, forms branch support
The process of the reinforced concrete floor on top.
10. a kind of construction method of underground pipe gallery according to claim 8, it is characterised in that: in piping lane space
It is additionally provided with support beam and support vertical beam.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201910714436.XA CN110284522A (en) | 2019-08-04 | 2019-08-04 | A kind of underground pipe gallery construction structure and construction method |
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| CN201910714436.XA CN110284522A (en) | 2019-08-04 | 2019-08-04 | A kind of underground pipe gallery construction structure and construction method |
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Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2318319Y (en) * | 1996-03-06 | 1999-05-12 | 程舒 | Connecting frame body and its of scaffold coupling bar |
| CN201122123Y (en) * | 2007-12-03 | 2008-09-24 | 苏州试验仪器总厂 | Novel horizontal sliding bench connector connecting structure |
| CN203272496U (en) * | 2013-05-07 | 2013-11-06 | 浙江永兴塑料有限公司 | Coupler |
| KR101814726B1 (en) * | 2017-08-03 | 2018-01-30 | 최해순 | Size changeable type movable steel form for cable tunnel structure |
| CN207047868U (en) * | 2017-08-02 | 2018-02-27 | 李翔 | A kind of pattern foundation pit supporting structure barricade |
| CN109440818A (en) * | 2018-12-19 | 2019-03-08 | 福建工程学院 | A kind of sleiding form support frame |
| CN210597380U (en) * | 2019-08-04 | 2020-05-22 | 苏建杰 | Underground utility tunnel construction structure |
-
2019
- 2019-08-04 CN CN201910714436.XA patent/CN110284522A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2318319Y (en) * | 1996-03-06 | 1999-05-12 | 程舒 | Connecting frame body and its of scaffold coupling bar |
| CN201122123Y (en) * | 2007-12-03 | 2008-09-24 | 苏州试验仪器总厂 | Novel horizontal sliding bench connector connecting structure |
| CN203272496U (en) * | 2013-05-07 | 2013-11-06 | 浙江永兴塑料有限公司 | Coupler |
| CN207047868U (en) * | 2017-08-02 | 2018-02-27 | 李翔 | A kind of pattern foundation pit supporting structure barricade |
| KR101814726B1 (en) * | 2017-08-03 | 2018-01-30 | 최해순 | Size changeable type movable steel form for cable tunnel structure |
| CN109440818A (en) * | 2018-12-19 | 2019-03-08 | 福建工程学院 | A kind of sleiding form support frame |
| CN210597380U (en) * | 2019-08-04 | 2020-05-22 | 苏建杰 | Underground utility tunnel construction structure |
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