CN206957713U - Shaft inset people's row detours template - Google Patents
Shaft inset people's row detours template Download PDFInfo
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- CN206957713U CN206957713U CN201720792953.5U CN201720792953U CN206957713U CN 206957713 U CN206957713 U CN 206957713U CN 201720792953 U CN201720792953 U CN 201720792953U CN 206957713 U CN206957713 U CN 206957713U
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- cope plate
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- internal diameter
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Abstract
Detoured template the utility model discloses a kind of shaft inset people row, mainly by internal diameter lower template, internal diameter cope plate, external diameter lower template, external diameter cope plate and top template composition, its internal diameter lower template top connects internal diameter cope plate, external diameter lower template top connecting external diameter cope plate, external diameter cope plate top connection top template lower end, top template upper end connection internal diameter cope plate upper end, described each template connection is even to be connected for bolt and nut, described internal diameter lower template, internal diameter cope plate, external diameter lower template, its cross section is after external diameter cope plate connects with top template " n " fonts.The utility model is simple in construction, single-piece size is small in light weight, facilitate installation and transportation, and stable performance, securely and reliably, the utility model is reusable, material is saved, reduces cost, the utility model and the common supporting of ingate template, Forming Quality is good, bolt connection between the utility model template, installing/dismounting is rapid, is greatly improved speed of application.
Description
Technical field
A kind of plate device is the utility model is related to, more particularly to a kind of detoured applied to mine vertical ingate people's row is applied
A kind of formwork supporting system used during work.
Background technology
In the horse-head ingate that metalliferous mine vertical detours with someone's row, the ingate that people's row detours pours, and does not manage
The template thought, or the shaping of existing template are poor, remove and install trouble, speed of application is slow, long in time limit.
The content of the invention
In order to make up the deficiencies in the prior art, solve the ingate that people's row detours and pour, without preferable template, or it is existing
Template shaping is poor, removes and installs trouble, the problem of speed of application is slow, devises a kind of shaft inset people row and detours template.
Technical scheme can be used by the utility model solves its technical problem：
Shaft inset people's row detours template, mainly by internal diameter lower template, internal diameter cope plate, external diameter lower template, external diameter
Template and top template form, its internal diameter lower template top connection internal diameter cope plate, mould on the connecting external diameter of external diameter lower template top
Plate, external diameter cope plate top connection top template lower end, top template upper end connection internal diameter cope plate upper end, described each template
Connect even for bolt and nut connection, described internal diameter lower template, internal diameter cope plate, external diameter lower template, external diameter cope plate and top
Its cross section is after template connection " n " fonts.
Technical scheme can also be used by the utility model solves its technical problem：
Described shaft inset people's row detours template, and its internal diameter lower template is mainly by internal diameter lower template I, internal diameter lower template
IIth, internal diameter lower template III, internal diameter lower template IV, internal diameter lower template V, internal diameter lower template VI and internal diameter lower template VII form, described
Internal diameter lower template I, internal diameter lower template II, internal diameter lower template III, internal diameter lower template IV, internal diameter lower template V, internal diameter lower template
VI and internal diameter lower template VII it is equal in magnitude, radian is consistent, is connected laterally across bolt and nut.
Technical scheme can also be used by the utility model solves its technical problem：
Described shaft inset people's row detours template, and the internal diameter lower template I described in it is rectangular for channel-section steel and angle steel composition
Shape frame structure, rectangular frame structure set steel plate by pit shaft side, and rectangular frame is to inner side into circular arc, to the circle of inner side
Arc radian is equal to the radian of pit shaft, and rectangular frame upper end is arranged to intilted inclined-plane, and the side of rectangular frame two is set
Circular hole, the inclined-plane of upper end set elongated hole.
Technical scheme can also be used by the utility model solves its technical problem：
Described shaft inset people's row detours template, and the internal diameter cope plate master described in it is by internal diameter cope plate I, internal diameter
Template II, internal diameter cope plate III, internal diameter cope plate IV, the internal diameter cope plate of internal diameter cope plate V, VI and internal diameter cope plate VII form,
Described internal diameter cope plate I, internal diameter cope plate II, internal diameter cope plate III, internal diameter cope plate IV, mould on the internal diameter of internal diameter cope plate V
Plate, VI and internal diameter cope plate VII are equal in magnitude, and radian is consistent, is connected laterally across bolt and nut.
Technical scheme can also be used by the utility model solves its technical problem：
Described shaft inset people's row detours template, and the internal diameter cope plate I described in it is rectangular for channel-section steel and angle steel composition
Shape frame structure, rectangular frame structure set steel plate by pit shaft side, and rectangular frame is to inner side into circular arc, to the circle of inner side
Arc radian is equal to the radian of pit shaft, and rectangular frame lower end is arranged to outward-dipping inclined-plane, the side of rectangular frame two and upper
End face sets circular hole, and the inclined-plane of lower end sets elongated hole, and the inclined-plane that the lower end of internal diameter cope plate I is set is set with the upper end of internal diameter lower template I
The inclined-plane put is mutually corresponding.
Technical scheme can also be used by the utility model solves its technical problem：
Described shaft inset people's row detours template, and the external diameter lower template described in it is mainly by external diameter lower template I, external diameter
VII group of lower template II, external diameter lower template III, external diameter lower template IV, external diameter lower template V, external diameter lower template VI and external diameter lower template
Into described external diameter lower template I, external diameter lower template II, external diameter lower template III, external diameter lower template IV, external diameter lower template V, external diameter
Lower template VI and external diameter lower template VII are equal in magnitude, and radian is consistent, is connected laterally across bolt and nut.
Technical scheme can also be used by the utility model solves its technical problem：
Described shaft inset people's row detours template, and the external diameter lower template I described in it forms rectangle " field " for angle steel
Word frame structure, rectangle sphere of movements for the elephants framework radially inward set concave arc, and steel plate is set on the outside of rectangle sphere of movements for the elephants framework, long
Square sphere of movements for the elephants framework upper end down tilts towards steel plate surface, and inclined plane is provided with elongated hole, rectangle sphere of movements for the elephants framework two side ends
Face sets circular hole.
Technical scheme can also be used by the utility model solves its technical problem：
Described shaft inset people's row detours template, and the external diameter cope plate described in it is mainly by external diameter cope plate I, external diameter
VII group of cope plate II, external diameter cope plate III, external diameter cope plate IV, external diameter cope plate V, external diameter cope plate VI and external diameter cope plate
Into described external diameter cope plate I, external diameter cope plate II, external diameter cope plate III, external diameter cope plate IV, external diameter cope plate V, external diameter
Cope plate VI and external diameter cope plate VII are equal in magnitude, and radian is consistent, is connected laterally across bolt and nut.
Technical scheme can also be used by the utility model solves its technical problem：
Described shaft inset people's row detours template, and the external diameter cope plate I described in it forms rectangle " field " for angle steel
Word frame structure, rectangle sphere of movements for the elephants framework radially inward set concave arc, and steel plate is set on the outside of rectangle sphere of movements for the elephants framework, long
Square sphere of movements for the elephants framework lower end down tilts towards steel plate surface, and bottom incline is provided with elongated hole, rectangle sphere of movements for the elephants framework two
The even setting circular hole in side end face and upper surface, the inclined-plane that the inclined-plane that the upper end of external diameter lower template I is set is set with the lower end of external diameter cope plate I
It is mutually corresponding.
Technical scheme can also be used by the utility model solves its technical problem：
Described shaft inset people's row detours template, and the top template described in it is mainly by top template I, top template
IIth, top template III, top template IV, top template V, top template VI and top template VII form, described top template
Ith, top template II, top template III, top template IV, top template V, top template VI and top template VII are equal in magnitude,
Radian is consistent, is connected laterally across bolt and nut；Described top template I is that channel-section steel, band steel and steel plate form sphere of movements for the elephants shape frame
Frame structure, sphere of movements for the elephants shape framework is into 45 degree of one section of arcs, and sphere of movements for the elephants shape framework is up-narrow and down-wide, and sphere of movements for the elephants shape framework upper end is by steel
Plate is arranged to the plane connected downwards, the even setting elongated hole in the side of sphere of movements for the elephants shape framework two and upper and lower end face.
The beneficial effects of the utility model are：
1st, the utility model is simple in construction, single-piece size is small in light weight, facilitates installation and transportation, and stable performance, safely may be used
Lean on.
2nd, the utility model is reusable, saves material, reduces cost.
3rd, the utility model and the common supporting of ingate template, Forming Quality are good.
4th, bolt connection between the utility model template, installing/dismounting is rapid, is greatly improved speed of application.
Brief description of the drawings
Fig. 1 is the utility model front view.
Fig. 2 is the utility model top view.
Fig. 3 is the utility model top view A-A sectional views.
Fig. 4 is the front view of the utility model internal diameter lower template I.
Fig. 5 is the front view A-A sectional views of the utility model internal diameter lower template I.
Fig. 6 is the top view of the utility model internal diameter lower template I.
Fig. 7 is the front view of the utility model internal diameter cope plate I.
Fig. 8 is the front view A-A sectional views of the utility model internal diameter cope plate I.
Fig. 9 is the top view of the utility model internal diameter cope plate I.
Figure 10 is the front view of the utility model external diameter lower template I.
Figure 11 is the front view A-A sectional views of the utility model external diameter lower template I.
Figure 12 is the top view of the utility model external diameter lower template I.
Figure 13 is the front view of the utility model external diameter cope plate I.
Figure 14 is the front view A-A sectional views of the utility model external diameter cope plate I.
Figure 15 is the top view of the utility model external diameter cope plate I.
Figure 16 is the front view of template I at the top of the utility model.
Figure 17 is the left view of template I at the top of the utility model.
Figure 18 is the top view of template I at the top of the utility model.
Figure 19 people's row detours template and ingate tunnel putting position schematic diagram.
Embodiment
In Fig. 1-3, Tu19Zhong, shaft inset people's row detours template, mainly by internal diameter lower template 1, internal diameter cope plate 2,
External diameter lower template 3, external diameter cope plate 4 and top template 5 form, its top of internal diameter lower template 1 connection internal diameter cope plate 2, external diameter
The top connecting external diameter cope plate 4 of lower template 3, the top of the external diameter cope plate 4 connection top lower end of template 5, the connection of the upper end of top template 5
The upper end of internal diameter cope plate 2, the connection of described each template is even to be connected for bolt and nut, described internal diameter lower template 1, internal diameter cope plate
2nd, its cross section is after external diameter lower template 3, external diameter cope plate 4 and top template 5 connect " n " fonts.
In Fig. 4-6, described shaft inset people's row detours template, and its internal diameter lower template 1 is mainly by internal diameter lower template I
6th, internal diameter lower template II 7, internal diameter lower template III 8, internal diameter lower template IV 9, internal diameter lower template V 10, internal diameter lower template 11 VI and interior
Footpath lower template VII 12 forms, described internal diameter lower template I 6, internal diameter lower template II 7, internal diameter lower template III 8, internal diameter lower template IV
9th, internal diameter lower template V 10, internal diameter lower template 11 VI and internal diameter lower template VII 12 are equal in magnitude, and radian is consistent, laterally across bolt
Nut connects.
In Fig. 4-6, described shaft inset people's row detours template, and the internal diameter lower template I 6 described in it is channel-section steel and angle
Steel forms rectangular frame structure, and rectangular frame structure sets steel plate by pit shaft side, rectangular frame to inner side into circular arc,
It is equal to the radian of pit shaft to the circular arc radian of inner side, rectangular frame upper end is arranged to intilted inclined-plane, rectangular frame
Two sides set circular hole, and the inclined-plane of upper end sets elongated hole.
In Fig. 7-9, described shaft inset people's row is detoured template, and the internal diameter cope plate 2 described in it is led by mould on internal diameter
Plate I 13, internal diameter cope plate II 14, internal diameter cope plate III 15, internal diameter cope plate IV 16, the internal diameter cope plate of internal diameter cope plate V 17,
VI 18 and internal diameter cope plate VII 19 form, it is described internal diameter cope plate I 13, internal diameter cope plate II 14, internal diameter cope plate III 15, interior
Footpath cope plate IV 16, the internal diameter cope plate of internal diameter cope plate V 17, VI 18 and internal diameter cope plate VII 19 are equal in magnitude, and radian is consistent,
Connected laterally across bolt and nut.
In Fig. 7-9, described shaft inset people's row detours template, and the internal diameter cope plate I 13 described in it is channel-section steel and angle
Steel forms rectangular frame structure, and rectangular frame structure sets steel plate by pit shaft side, rectangular frame to inner side into circular arc,
It is equal to the radian of pit shaft to the circular arc radian of inner side, rectangular frame lower end is arranged to outward-dipping inclined-plane, rectangular frame
Two sides and upper surface set circular hole, and the inclined-plane of lower end sets elongated hole, under inclined-plane and internal diameter that the lower end of internal diameter cope plate I 13 is set
The inclined-plane that the upper end of template I 6 is set is mutually corresponding.
In Figure 10-12, described shaft inset people's row detours template, and the external diameter lower template 3 described in it is mainly by external diameter
Under lower template I 20, external diameter lower template II 21, external diameter lower template III 22, external diameter lower template IV 23, external diameter lower template V 24, external diameter
Template VI 25 and external diameter lower template VII 26 form, described external diameter lower template I 20, external diameter lower template II 21, external diameter lower template III
22nd, external diameter lower template IV 23, external diameter lower template V 24, external diameter lower template VI 25 and external diameter lower template VII 26 are equal in magnitude, radian
Unanimously, connected laterally across bolt and nut.
In Figure 10-12, described shaft inset people's row detours template, and the external diameter lower template I 20 described in it is angle steel group
Rectangularity sphere of movements for the elephants frame structure, rectangle sphere of movements for the elephants framework radially inward sets concave arc, outside rectangle sphere of movements for the elephants framework
Side sets steel plate, and rectangle sphere of movements for the elephants framework upper end down tilts towards steel plate surface, and inclined plane is provided with elongated hole, rectangle " field "
Word framework both sides end face sets circular hole.
In Figure 13-15, described shaft inset people's row detours template, and the external diameter cope plate 4 described in it is mainly by external diameter
Cope plate I 27, external diameter cope plate II 28, external diameter cope plate III 29, external diameter cope plate IV 30, external diameter cope plate V 31, on external diameter
Template VI 32 and external diameter cope plate VII 33 form, described external diameter cope plate I 27, external diameter cope plate II 28, external diameter cope plate III
29th, external diameter cope plate IV 30, external diameter cope plate V 31, external diameter cope plate VI 32 and external diameter cope plate VII 33 are equal in magnitude, radian
Unanimously, connected laterally across bolt and nut.
In Figure 13-15, described shaft inset people's row detours template, and the external diameter cope plate I 27 described in it is angle steel group
Rectangularity sphere of movements for the elephants frame structure, rectangle sphere of movements for the elephants framework radially inward sets concave arc, outside rectangle sphere of movements for the elephants framework
Side sets steel plate, and rectangle sphere of movements for the elephants framework lower end down tilts towards steel plate surface, and bottom incline is provided with elongated hole, rectangle
The even setting circular hole in sphere of movements for the elephants framework both sides end face and upper surface, the inclined-plane that the upper end of external diameter lower template I 20 is set and external diameter cope plate I
The inclined-plane that 27 lower ends are set is mutually corresponding.
In Figure 16-18, Tu19Zhong, described shaft inset people's row detours template, and the top template 5 described in it is main
By top template I 34, top template II 35, top template III 36, top template IV 37, top template V 38, top template VI
39 and top template VII 40 form, described top template I 34, top template II 35, top template III 36, top template IV
37th, top template V 38, top template VI 39 and top template VII 40 are equal in magnitude, and radian is consistent, laterally across bolt and nut
Connection；Described top template I 34 is that channel-section steel, band steel and steel plate form sphere of movements for the elephants shape frame structure, and sphere of movements for the elephants shape framework is into four
15 degree of one section of arcs, sphere of movements for the elephants shape framework is up-narrow and down-wide, the plane that sphere of movements for the elephants shape framework upper end is arranged to connect downwards by steel plate,
The even setting elongated hole in the side of sphere of movements for the elephants shape framework two and upper and lower end face.
People's row detours template and the common supporting of ingate template, pours simultaneously, and Forming Quality is good, the setting that people's row detours,
The personnel of facilitating pass through.
Claims (10)
- The template 1. shaft inset people's row detours, mainly by internal diameter lower template（1）, internal diameter cope plate（2）, external diameter lower template（3）、 External diameter cope plate（4）With top template（5）Composition, it is characterised in that：Internal diameter lower template（1）Top connects internal diameter cope plate（2）, External diameter lower template（3）Top connecting external diameter cope plate（4）, external diameter cope plate（4）Top connection top template（5）Lower end, top Template（5）Upper end connects internal diameter cope plate（2）Upper end, the connection of described each template is even to be connected for bolt and nut, described internal diameter Lower template（1）, internal diameter cope plate（2）, external diameter lower template（3）, external diameter cope plate（4）With top template（5）Its is cross-section after connection Face is " n " fonts.
- The template 2. shaft inset people row according to claim 1 detours, it is characterised in that：Internal diameter lower template（1）Mainly By internal diameter lower template I（6）, internal diameter lower template II（7）, internal diameter lower template III（8）, internal diameter lower template IV（9）, internal diameter lower template V （10）, internal diameter lower template（11）VI and internal diameter lower template VII（12）Composition, described internal diameter lower template I（6）, internal diameter lower template II （7）, internal diameter lower template III（8）, internal diameter lower template IV（9）, internal diameter lower template V（10）, internal diameter lower template（11）VI and internal diameter under Template VII（12）Equal in magnitude, radian is consistent, is connected laterally across bolt and nut.
- The template 3. shaft inset people row according to claim 1 detours, it is characterised in that：Described internal diameter lower template I （6）Rectangular frame structure is formed for channel-section steel and angle steel, rectangular frame structure sets steel plate, rectangular frame by pit shaft side To inner side into circular arc, it is equal to the radian of pit shaft to the circular arc radian of inner side, rectangular frame upper end is arranged to intilted oblique Face, the side of rectangular frame two set circular hole, and the inclined-plane of upper end sets elongated hole.
- The template 4. shaft inset people row according to claim 1 detours, it is characterised in that：Described internal diameter cope plate （2）Master is by internal diameter cope plate I（13）, internal diameter cope plate II（14）, internal diameter cope plate III（15）, internal diameter cope plate IV（16）, it is interior Footpath cope plate V（17）Internal diameter cope plate, VI（18）With internal diameter cope plate VII（19）Composition, described internal diameter cope plate I（13）、 Internal diameter cope plate II（14）, internal diameter cope plate III（15）, internal diameter cope plate IV（16）, internal diameter cope plate V（17）Mould on internal diameter Plate, VI（18）With internal diameter cope plate VII（19）Equal in magnitude, radian is consistent, is connected laterally across bolt and nut.
- The template 5. shaft inset people row according to claim 1 detours, it is characterised in that：Described internal diameter cope plate I （13）Rectangular frame structure is formed for channel-section steel and angle steel, rectangular frame structure sets steel plate, rectangle frame by pit shaft side Frame is equal to the radian of pit shaft, rectangular frame lower end is arranged to outward-dipping to inner side into circular arc to the circular arc radian of inner side Inclined-plane, the side of rectangular frame two and upper surface set circular hole, and the inclined-plane of lower end sets elongated hole, internal diameter cope plate I（13）Lower end The inclined-plane of setting and internal diameter lower template I（6）The inclined-plane that upper end is set is mutually corresponding.
- The template 6. shaft inset people row according to claim 1 detours, it is characterised in that：Described external diameter lower template （3）Mainly by external diameter lower template I（20）, external diameter lower template II（21）, external diameter lower template III（22）, external diameter lower template IV（23）、 External diameter lower template V（24）, external diameter lower template VI（25）With external diameter lower template VII（26）Composition, described external diameter lower template I （20）, external diameter lower template II（21）, external diameter lower template III（22）, external diameter lower template IV（23）, external diameter lower template V（24）, external diameter Lower template VI（25）With external diameter lower template VII（26）Equal in magnitude, radian is consistent, is connected laterally across bolt and nut.
- The template 7. shaft inset people row according to claim 1 detours, it is characterised in that：Described external diameter lower template I （20）Rectangle sphere of movements for the elephants frame structure is formed for angle steel, rectangle sphere of movements for the elephants framework radially inward sets concave arc, rectangle Steel plate is set on the outside of sphere of movements for the elephants framework, and rectangle sphere of movements for the elephants framework upper end down tilts towards steel plate surface, and inclined plane is provided with length Hole, rectangle sphere of movements for the elephants framework both sides end face set circular hole.
- The template 8. shaft inset people row according to claim 1 detours, it is characterised in that：Described external diameter cope plate （4）Mainly by external diameter cope plate I（27）, external diameter cope plate II（28）, external diameter cope plate III（29）, external diameter cope plate IV（30）、 External diameter cope plate V（31）, external diameter cope plate VI（32）With external diameter cope plate VII（33）Composition, described external diameter cope plate I （27）, external diameter cope plate II（28）, external diameter cope plate III（29）, external diameter cope plate IV（30）, external diameter cope plate V（31）, external diameter Cope plate VI（32）With external diameter cope plate VII（33）Equal in magnitude, radian is consistent, is connected laterally across bolt and nut.
- The template 9. shaft inset people row according to claim 1 detours, it is characterised in that：Described external diameter cope plate I （27）Rectangle sphere of movements for the elephants frame structure is formed for angle steel, rectangle sphere of movements for the elephants framework radially inward sets concave arc, rectangle Steel plate is set on the outside of sphere of movements for the elephants framework, and rectangle sphere of movements for the elephants framework lower end down tilts towards steel plate surface, is set toward bottom incline There are elongated hole, the even setting circular hole in rectangle sphere of movements for the elephants framework both sides end face and upper surface, external diameter lower template I（20）Upper end is set oblique Face and external diameter cope plate I（27）The inclined-plane that lower end is set is mutually corresponding.
- The template 10. shaft inset people row according to claim 1 detours, it is characterised in that：Described top template（5） Mainly by top template I（34）, top template II（35）, top template III（36）, top template IV（37）, top template V （38）, top template VI（39）With top template VII（40）Composition, described top template I（34）, top template II（35）, top Portion's template III（36）, top template IV（37）, top template V（38）, top template VI（39）With top template VII（40）Size Equal, radian is consistent, is connected laterally across bolt and nut；Described top template I（34）Formed for channel-section steel, band steel and steel plate Sphere of movements for the elephants shape frame structure, sphere of movements for the elephants shape framework is into 45 degree of one section of arcs, and sphere of movements for the elephants shape framework is up-narrow and down-wide, sphere of movements for the elephants shape frame The plane that frame upper end is arranged to connect downwards by steel plate, the even setting elongated hole in the side of sphere of movements for the elephants shape framework two and upper and lower end face.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720792953.5U CN206957713U (en) | 2017-07-03 | 2017-07-03 | Shaft inset people's row detours template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720792953.5U CN206957713U (en) | 2017-07-03 | 2017-07-03 | Shaft inset people's row detours template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206957713U true CN206957713U (en) | 2018-02-02 |
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ID=61382865
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720792953.5U Expired - Fee Related CN206957713U (en) | 2017-07-03 | 2017-07-03 | Shaft inset people's row detours template |
Country Status (1)
| Country | Link |
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| CN (1) | CN206957713U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107060769A (en) * | 2017-07-03 | 2017-08-18 | 中煤第建设有限公司 | Shaft inset people's row detours template |
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2017
- 2017-07-03 CN CN201720792953.5U patent/CN206957713U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107060769A (en) * | 2017-07-03 | 2017-08-18 | 中煤第建设有限公司 | Shaft inset people's row detours template |
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Granted publication date: 20180202 Termination date: 20180703 |