CN204613174U - Simple and easy bearing-load arch simulation test device - Google Patents
Simple and easy bearing-load arch simulation test device Download PDFInfo
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- CN204613174U CN204613174U CN201420650592.7U CN201420650592U CN204613174U CN 204613174 U CN204613174 U CN 204613174U CN 201420650592 U CN201420650592 U CN 201420650592U CN 204613174 U CN204613174 U CN 204613174U
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- load arch
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Abstract
The utility model discloses a kind of simple and easy bearing-load arch simulation test device and method for making, it is made up of bearing-load arch scale model and model constrained device; Wherein said bearing-load arch scale model serves as skeleton with the model shell in Semicircular arched, and the similar compaction material of its inner filling, then carries out anchoring with simulation anchor pole; Described model constrained device is made up of armourplate glass, angle steel and bolt; Wherein armourplate glass is clipped in bearing-load arch scale model both sides, and the angle steel with bolt is placed in the both sides up and down of armourplate glass, limits its displacement by turning nut to model applying axle pressure.The preparation of the utility model simple and easy bearing-load arch simulation test device is simple, cost is low, can reuse and in process of the test easy observing and nursing damage feature, the impact of correlative factor on bearing-load arch bearing capacity can be analyzed fully and effectively.
Description
Technical field
The utility model relates to a kind of simple and easy bearing-load arch simulation test device and preparation method thereof, belongs to the bearing-load arch resemble simulation test field in underground engineering support.
Background technology
China's superficial part coal resources are day by day deficient, and in order to exploit deepen coal resource, the developing of colliery deep tunnel becomes inevitable.Along with the increase of buried depth, Geological Environment Engineering residing for rock mass becomes and becomes increasingly complex, the physico-mechanical properties making it show and superficial part rock mass have very large difference, and the support issues of deep tunnel is also more and more outstanding, become the key factor of impact and the exploitation of restriction coal resources in China.
Bolt-spray support based on bearing-load arch theory is the main support form of deep-well tunnel, and anchor pole and sprayed concrete and country rock interaction can form a bearing-load arch, has given full play to the self-bearing ability of breaking surrounding rock and then has safeguarded the stable of tunnel.
Current method of probing into bearing-load arch influencing factors of bearing capacity mainly contains theory deduction, numerical simulation and site test, and the complicacy of geotechnical engineering problems at least utilizes said method to obtain satisfied answer in current still difficulty.By means of resemble simulation test, rational test unit is made under the prerequisite meeting the principle of similitude, comprehensive various factors carries out test to bearing-load arch bearing capacity to be probed into, the mutual relationship between bearing-load arch influencing factors of bearing capacity could be reflected truly, analyze and draw the influence degree of various factors to bearing-load arch bearing capacity.But also do not have a kind of energy system to study the brief test device of bearing-load arch loading characteristic, failure mode, load-bearing capacity and influence factor thereof all sidedly at present.
Utility model content
The utility model, for the existing shortage about bearing-load arch resemble simulation test device, provides a kind of energy system to study the resemble simulation test device of bearing-load arch loading characteristic, failure mode, load-bearing capacity and influence factor thereof all sidedly.
The structure of the utility model simple and easy bearing-load arch simulation test device is: be made up of bearing-load arch scale model and model constrained device; Described bearing-load arch scale model is made up of model shell, similar compaction material and simulation anchor pole; Described model constrained device is made up of armourplate glass, angle steel and bolt.
Described model shell is with the good entanglement of plasticity as skeleton, and makes at the two-side adhesive plotting paper of entanglement, utilizes the soft performance guarantee model shell of the plasticity of entanglement and plotting paper to have certain deformability; Described similar compaction material is the fractured rock sample made according to principle of similitude building materials; Described simulation anchor pole makes according to the principle of similitude iron wire with certain pulling strengrth.
Described armourplate glass is clipped in the axial displacement that bearing-load arch scale model both sides are used for limiting bearing-load arch scale model; It is below upper that described angle steel is placed in outside two armourplate glasses, and angle steel is provided with bolt hole, is inserted with bolt in the bolt hole of armourplate glass upper and lower both sides relative position angle steel.
The method for making of the simple and easy bearing-load arch simulation test device of the utility model is: first, makes Semicircular arched housing with described model shell according to ratio of similitude; Second step, above-mentioned Semicircular arched housing is installed simulation anchor pole, opens the similar compaction material of side filling of Semicircular arched housing, again glued by model after filling completes; 3rd step, gives simulation anchor pole Shi Hanzhang; Finally, be clipped in model both sides with armourplate glass, the surface of contact of itself and model coats lubricating oil, and apply certain pressure at upper and lower two ends with the angle steel with bolt, namely complete the making of simple and easy bearing-load arch simulation test device.
When device is tested, adopt the pressing machine being greater than 1000KN, be less than with speed
strain controlling load mode increase axial compression, until there is destruction in bearing-load arch scale model obtain its maximum load capacity under Structure Under Axial Compression; Different results can be obtained according to the factor such as thickness, anchor rod prestress, anchor spacing, similar compaction material intensity of orthogonality principle adjustment bearing-load arch scale model; With the change of each factor of extreme difference methods analyst on the impact of bearing-load arch scale model bearing capacity, draw the factor that influence degree is maximum.
The simple and easy bearing-load arch simulation test device of the utility model has the following advantages:
(1) this device can adjust the factors such as bearing-load arch thickness, anchor rod prestress, anchor spacing, similar compaction material intensity relatively easily, analyzes and draws the influence degree of correlative factor to bearing-load arch bearing capacity;
(2) retrain with the transparent toughened glass plate meeting requirement of strength, destructive process and the damage feature of bearing-load arch scale model are easily observed;
(3) test period is short, probes into the factor affecting bearing-load arch bearing capacity with can carrying out lot of experiments comprehensive system;
(4) this apparatus structure is simple, assembly and disassembly convenient, and cost of manufacture is low, and model constrained device can reuse.
Accompanying drawing explanation
Fig. 1 is the schematic diagram of the utility model embodiment.
Marginal data: 1-angle steel; 2-bolt; 3-armourplate glass; 4-entanglement; The similar compaction material of 5-; 6-simulates anchor pole; 7-model shell; 8-bearing-load arch scale model; The model constrained device of 9-.
Embodiment
As shown in Figure 1, the structure of the utility model simple and easy bearing-load arch simulation test device is: be made up of bearing-load arch scale model 8 and model constrained device 9; Described bearing-load arch scale model 8 is made up of model shell 7, similar compaction material 5 and simulation anchor pole 6; Described model constrained device 9 is made up of armourplate glass 3, angle steel 1 and bolt 2.
Described model shell 7 makes for plotting paper in its two-side adhesive of skeleton with the entanglement 4 that plasticity is good; Described similar compaction material 5 is that to make intensity according to principle of similitude building materials be fractured rock sample; Described simulation anchor pole 6 is made according to the principle of similitude iron wire with certain pulling strengrth.
Described armourplate glass 3 is used for limiting the axial displacement of bearing-load arch scale model; It is below upper that described angle steel 1 is placed in outside two armourplate glasses 3, and stamp circular hole at its two ends, for erection bolt 2; The length of described bolt 2 is greater than the axial length of bearing-load arch scale model, and its diameter is slightly less than the Circularhole diameter on angle steel.
The method for making of the simple and easy bearing-load arch simulation test device of the utility model is: first, makes Semicircular arched housing with described model shell 7 according to ratio of similitude; Second step, above-mentioned Semicircular arched housing is installed simulation anchor pole 6, opens the similar compaction material 5 of side filling of Semicircular arched housing, again glued by model after filling completes; 3rd step, gives simulation anchor pole 6 Shi Hanzhang; Finally, be clipped in model both sides with armourplate glass 3, the surface of contact of itself and model coat lubricating oil, and applies certain pressure at upper and lower two ends with the angle steel 1 with bolt 2, namely complete the making of simple and easy bearing-load arch simulation test device.
Claims (1)
1. a simple and easy bearing-load arch simulation test device, is characterized in that, it is made up of bearing-load arch scale model and model constrained device; Described model constrained device is made up of armourplate glass, angle steel and bolt, wherein armourplate glass is clipped in the both sides of bearing-load arch scale model, angle steel is placed in the both sides up and down outside armourplate glass, angle steel is provided with bolt hole, is inserted with bolt in the bolt hole of armourplate glass upper and lower both sides relative position angle steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420650592.7U CN204613174U (en) | 2014-11-04 | 2014-11-04 | Simple and easy bearing-load arch simulation test device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420650592.7U CN204613174U (en) | 2014-11-04 | 2014-11-04 | Simple and easy bearing-load arch simulation test device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204613174U true CN204613174U (en) | 2015-09-02 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420650592.7U Expired - Fee Related CN204613174U (en) | 2014-11-04 | 2014-11-04 | Simple and easy bearing-load arch simulation test device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204613174U (en) |
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2014
- 2014-11-04 CN CN201420650592.7U patent/CN204613174U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150902 Termination date: 20171104 |
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| CF01 | Termination of patent right due to non-payment of annual fee |