CN205876353U - A structure that is used for wearing historical relic imperial palace and prevents slump under tunnel - Google Patents
A structure that is used for wearing historical relic imperial palace and prevents slump under tunnel Download PDFInfo
- Publication number
- CN205876353U CN205876353U CN201620844706.0U CN201620844706U CN205876353U CN 205876353 U CN205876353 U CN 205876353U CN 201620844706 U CN201620844706 U CN 201620844706U CN 205876353 U CN205876353 U CN 205876353U
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- China
- Prior art keywords
- component
- historical relic
- arch
- slump
- superstructure
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 37
- 239000010959 steel Substances 0.000 claims abstract description 37
- 238000010276 construction Methods 0.000 abstract description 5
- 230000000694 effects Effects 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 3
- 239000003973 paint Substances 0.000 description 3
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 2
- XUIMIQQOPSSXEZ-UHFFFAOYSA-N Silicon Chemical compound [Si] XUIMIQQOPSSXEZ-UHFFFAOYSA-N 0.000 description 1
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 description 1
- 239000002253 acid Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000012535 impurity Substances 0.000 description 1
- 238000010030 laminating Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000037452 priming Effects 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 238000005488 sandblasting Methods 0.000 description 1
- 229910052710 silicon Inorganic materials 0.000 description 1
- 239000010703 silicon Substances 0.000 description 1
- 239000002356 single layer Substances 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
- 239000011701 zinc Substances 0.000 description 1
- 229910052725 zinc Inorganic materials 0.000 description 1
Landscapes
- Lining And Supports For Tunnels (AREA)
Abstract
The utility model discloses a structure that is used for wearing historical relic imperial palace and prevents slump under tunnel, including the superstructure of supporting arched door or gate arch ring and the substructure who supports the arched door or gate wall, superstructure and substructure connect the whole arched door or gate of supporting, superstructure includes arch steel pad, chuck, fixed steel bloom and multichannel supporting member, and arch steel pads is set up by first component of multichannel and second component and is formed, and fixes with the chuck between the arch ring, and substructure is the truss structure of compriseing the I shape member. The utility model discloses scientific and reasonable in the aspect of simple structure, processing preparation and the construction, and structural mechanics superior performance can effectively play and wear the effect that the slump is prevented to the historical relic under the tunnel.
Description
Technical field
This utility model belongs to historical relic's protection field, is specifically related to a kind of knot wearing the anti-slump of historical relic imperial palace under tunnel
Structure.
Background technology
Artifact is a part for history, is witness and the epitome of urban history transition, has the highest historic survey valency
Value, along with economic development and the raising of social civilization, the work of History of conservancy cultural heritage seems the most all the more important.Now with
Aggravation and the enhancing of historical protective consciousness of urbanization process, the Old City Wall in city is just being increasingly subject to the attention of people, but
Also many problems are occurred in that in concrete protection practice.Along with the development of Urban underground Tunnel, how in constructing tunnel process
Middle protection historical relic has become problem anxious to be resolved.
Utility model content
Of the present utility model for deficiency of the prior art, it is provided that a kind of under tunnel, to wear historical relic imperial palace anti-slump
Structure.
For achieving the above object, this utility model is by the following technical solutions:
A kind of structure wearing the anti-slump of historical relic imperial palace under tunnel, it is characterised in that including: the superstructure of arch and
Substructure of rectangle, superstructure is arranged on substructure；Described superstructure includes the arch steel at laminating arched door or gate top
Pad, multiple perpendicular component and multiple diagonal, the bottom of described perpendicular component and diagonal is all fixed on superstructure by bloom
Bottom, top is fixing with arch steel pad to be connected；Described substructure is made up of, laterally multiple cross members and multiple vertical member
Component and vertical member intersect vertically fixing, form the skeleton supporting arched door or gate wall.
For optimizing technique scheme, the concrete measure taked also includes:
Described arch steel pad includes multiple the first component and multiple along arched door or gate depth direction arranged along arched door or gate width
The second component arranged, the first component and second component intersect vertically and fixing formed latticed, and the first component and second component are equal
Arrange at equal intervals.
Multiple perpendicular components are uniformly distributed at equal intervals along arch steel pad width, are provided with one between two adjacent perpendicular components
Individual diagonal.
Multiple perpendicular components include that component is erected at a center arranged along arch steel pad axis, and diagonal erects structure with center
Part is axial symmetry distribution.
It is equipped with drum steel between described perpendicular component, diagonal and arch steel pad.
Stoppered by timber wedge between described arch steel pad and arched door or gate top.
The beneficial effects of the utility model are: simple in construction, scientific and reasonable, reliability is high, and structural mechanical property is superior, energy
Effectively play the effect wearing the anti-slump of historical relic under tunnel.
Accompanying drawing explanation
Fig. 1 is this utility model structural representation for arched door or gate.
Fig. 2 is front view of the present utility model.
Fig. 3 is the front view of this utility model superstructure.
Fig. 4 is the front view of this utility model substructure.
Fig. 5 is the sectional view on this utility model superstructure 1-1 direction.
Fig. 6 is the sectional view on this utility model arch steel pad 2-2 direction.
Reference is as follows: superstructure 1, arch steel pad the 11, first component 111, second component 112, perpendicular component 12, in
The heart erects component 121, diagonal 13, bloom 14, drum steel 15, timber wedge 16, substructure 2, cross member 21, vertical member 22.
Detailed description of the invention
Presently in connection with accompanying drawing, this utility model is described in further detail.
As shown in Figure 1-2, the structure wearing the anti-slump of historical relic imperial palace under tunnel includes superstructure 1 and substructure 2,
Superstructure 1 and substructure 2 connect and fixing prop up whole arched door or gate, and its superstructure 1 is used for supporting arched door or gate arch ring, and bottom
Structure 2 is used for supporting arched door or gate wall.
Superstructure 1 includes fit the arch steel pad 11 at arched door or gate top, multiple perpendicular component 12 and multiple diagonal 13, perpendicular structure
The bottom of part 12 and diagonal 13 is all fixed on the bottom of superstructure 1 by bloom 14, and top is fixing with arch steel pad 11 even
Connect.Multiple perpendicular components 12 are uniformly distributed, including an edge at equal intervals along the width (i.e. 1-1 direction) of arch steel pad 11
Component 121 is erected at the center that arch steel pad 11 axis is arranged, and diagonal 13 erects axial symmetry centered by component 121 and divides by center
Cloth, compartment of terrain is distributed in perpendicular component 12 left and right sides, and Fig. 3 is the front view of superstructure 1, have employed three perpendicular components 12 in figure
With four diagonals 13, diagonal 13 and perpendicular component 12 arrangement the most spaced apart, the bottom of perpendicular component 12 and diagonal 13 is equal
Be fixed on the bottom of superstructure 1 by bloom 14, top is fixing with arch steel pad 11 to be connected, perpendicular component 12, diagonal 13 and
It is equipped with drum steel 15 between arch steel pad 11, is stoppered by timber wedge 16 between arch steel pad 11 and arched door or gate top.Fig. 5 is along 1-1
The profile in direction, actual superstructure 1 has certain depth, namely has multiple rows of perpendicular component 12 He as shown in Figure 3
The combination of diagonal 13.
As shown in Figure 4, substructure 2 is made up of multiple cross members 21 and multiple vertical member 22, cross member 21 He
Vertical member 22 intersects vertically fixing, forms the skeleton supporting arched door or gate.Substructure 2 also has certain depth, have multiple rows of such as
Cross member 21 shown in Fig. 4 and the combination of vertical member 22.
Fig. 6 is shown that the arch steel pad 11 profile on 2-2 direction, and arch steel pad 11 has certain thickness, bag
Include multiple along arched door or gate width arrange the first component 111 and multiple arrange along arched door or gate depth direction (direction of entering) second
Component 112, the first component 111 and second component 112 intersect vertically fixing formed latticed, the first component 111 and second component
112 equally spaced arrangements.
Bottom of the present utility model can use the distribution steel plate of protection terrace, fixes with U-shaped fastener between each component,
Sound construction, fits tightly with historical relic to be supported, it is possible to effectively prevent slump in work progress.
When producing the structure of this anti-slump, all steel constructions are one-level steel (Q235b), and all steel constructions must be prevented
Protecting, protectiving scheme is as follows:
Rust cleaning scheme: sandblasting removes old paint film and ground corrosion, until exposing clean steel, structure or component surface not
Must there be old paint film, rust, greasy dirt and impurity.Application scheme: using single layer of primer application, priming paint is high molar ratio aqueous inorganic silicon
Acid zinc (IC531) 2 road (dry film gross thickness 75um).
Below being only preferred implementation of the present utility model, protection domain of the present utility model is not limited merely to above-mentioned
Embodiment, all technical schemes belonged under this utility model thinking belong to protection domain of the present utility model.It is right to it should be pointed out that,
For those skilled in the art, without departing from the some improvements and modifications under this utility model principle premise,
Should be regarded as protection domain of the present utility model.
Claims (6)
1. the structure wearing the anti-slump of historical relic imperial palace under tunnel, it is characterised in that including: the superstructure (1) of arch
With substructure (2) of rectangle, superstructure (1) is arranged on substructure (2)；Described superstructure (1) includes certificate of fitting
Arch steel pad (11) of header, multiple perpendicular component (12) and multiple diagonal (13), described perpendicular component (12) and diagonal
(13) bottom is all fixed on the bottom of superstructure (1) by bloom (14), and top is fixing with arch steel pad (11) to be connected；Institute
State substructure (2) to be made up of multiple cross members (21) and multiple vertical member (22), cross member (21) and vertical member
(22) intersect vertically fixing, formed support arched door or gate wall skeleton.
A kind of structure wearing the anti-slump of historical relic imperial palace under tunnel, it is characterised in that: described arch
Shape steel pad (11) include multiple along arched door or gate width arrange the first component (111) and multiple along arched door or gate depth direction layout
Second component (112), the first component (111) and second component (112) intersect vertically fixing formed latticed, the first component
And second component (112) equally spaced arrangement (111).
A kind of structure wearing the anti-slump of historical relic imperial palace under tunnel, it is characterised in that: multiple perpendicular
Component (12) is uniformly distributed at equal intervals along arch steel pad (11) width, is provided with one between two adjacent perpendicular components (12)
Diagonal (13).
A kind of structure wearing the anti-slump of historical relic imperial palace under tunnel, it is characterised in that: multiple perpendicular
Component (12) includes that component (121) is erected at a center arranged along arch steel pad (11) axis, and diagonal (13) is with center
Perpendicular component (121) is axial symmetry distribution.
A kind of structure wearing the anti-slump of historical relic imperial palace under tunnel, it is characterised in that: described perpendicular
It is equipped with drum steel (15) between component (12), diagonal (13) and arch steel pad (11).
A kind of structure wearing the anti-slump of historical relic imperial palace under tunnel, it is characterised in that: described arch
Stoppered by timber wedge (16) between shape steel pad (11) and arched door or gate top.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620844706.0U CN205876353U (en) | 2016-08-08 | 2016-08-08 | A structure that is used for wearing historical relic imperial palace and prevents slump under tunnel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620844706.0U CN205876353U (en) | 2016-08-08 | 2016-08-08 | A structure that is used for wearing historical relic imperial palace and prevents slump under tunnel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205876353U true CN205876353U (en) | 2017-01-11 |
Family
ID=57701064
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620844706.0U Active CN205876353U (en) | 2016-08-08 | 2016-08-08 | A structure that is used for wearing historical relic imperial palace and prevents slump under tunnel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205876353U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108894806A (en) * | 2018-06-27 | 2018-11-27 | 王欣 | A kind of coal mine roadway safety support device |
| CN110344856A (en) * | 2019-07-15 | 2019-10-18 | 辽宁工程技术大学 | A kind of steel arch support connector in field tunnel |
-
2016
- 2016-08-08 CN CN201620844706.0U patent/CN205876353U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108894806A (en) * | 2018-06-27 | 2018-11-27 | 王欣 | A kind of coal mine roadway safety support device |
| CN108894806B (en) * | 2018-06-27 | 2019-10-08 | 南理工泰兴智能制造研究院有限公司 | A kind of coal mine roadway safety support device |
| CN110344856A (en) * | 2019-07-15 | 2019-10-18 | 辽宁工程技术大学 | A kind of steel arch support connector in field tunnel |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant |