CN112630032A - Adjustable prototype test device for pipe curtain structural member - Google Patents
Adjustable prototype test device for pipe curtain structural member Download PDFInfo
- Publication number
- CN112630032A CN112630032A CN202011525971.XA CN202011525971A CN112630032A CN 112630032 A CN112630032 A CN 112630032A CN 202011525971 A CN202011525971 A CN 202011525971A CN 112630032 A CN112630032 A CN 112630032A
- Authority
- CN
- China
- Prior art keywords
- loading
- base
- sliding
- horizontal cross
- cross beam
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Images
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N3/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N3/08—Investigating strength properties of solid materials by application of mechanical stress by applying steady tensile or compressive forces
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01M—TESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
- G01M13/00—Testing of machine parts
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N3/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N3/02—Details
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N2203/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N2203/0001—Type of application of the stress
- G01N2203/0003—Steady
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N2203/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N2203/0058—Kind of property studied
- G01N2203/0069—Fatigue, creep, strain-stress relations or elastic constants
- G01N2203/0075—Strain-stress relations or elastic constants
Landscapes
- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Chemical & Material Sciences (AREA)
- Analytical Chemistry (AREA)
- Biochemistry (AREA)
- General Health & Medical Sciences (AREA)
- Immunology (AREA)
- Pathology (AREA)
- Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
Abstract
The invention discloses an adjustable prototype test device for a pipe curtain structural member, which comprises a counter-force frame, a sliding support, a loading test box and a vertical loading mechanism, wherein the sliding support is arranged on the counter-force frame; the sliding support comprises base sliding rails, supports and a base jack, the two base sliding rails are arranged in parallel, two ends of each base sliding rail are respectively connected with the two opposite lower horizontal cross beams in a sliding mode, the two supports are arranged on the base sliding rails in a sliding mode, and the model component fixing frame is arranged on the two supports; the loading test box comprises a box body which is formed by enclosing four side wall plates and is provided with an upper opening and a lower opening, and the outer side of each side wall plate is connected with a positioning hole on the reverse frame through a plurality of arranged horizontal jacks. The invention can accurately measure the deformation and damage forms of the pipe screen locking test components with different sizes under the action of simulating real soil load, and provides theoretical basis for component optimization design.
Description
Technical Field
The invention relates to the technical field of model loading of pipe curtain structural members, in particular to a test device capable of manually adjusting the size of a model box and measuring the loading stress deformation of a pipe curtain structure.
Background
The pipe curtain construction method is widely applied to shallow-buried and underground-excavated tunnel construction, and the stress characteristic and the damage form of a pipe curtain structure greatly influence the integral bearing capacity of the structure, so that the loading characteristic of a local pipe curtain structure member needs to be researched. However, the loading stress of the partial pipe curtain structural component is difficult to realize by the current technical means.
The utility model with the bulletin number of CN211816479U provides a mechanical property testing device for an enclosure tubular pile and an underground tubular pile, which comprises a fixing device, a loading device, a strain gauge and an acquisition device; the fixing device comprises two bearing platforms and two clamps, each clamp comprises an upper clamping part and a lower clamping part, the upper clamping part and the lower clamping part are used for clamping the upper side and the lower side of a to-be-tested piece extending along the left and right directions, the upper clamping part and the lower clamping part are detachably connected so as to detachably fix the left end and the right end of the to-be-tested piece into the two clamps respectively, and the two clamps are fixed on the two bearing platforms respectively so as to enable the middle part of the to-be-tested piece to be arranged in a suspended mode; the pressurizing part of the loading device is opposite to the middle part of the to-be-tested piece, downward pressure is applied to the middle part of the to-be-tested piece, the strain gauge is attached to the surfaces of the tubular pile and the lock catch of the to-be-tested piece, and the collecting device is connected with the strain gauge and used for measuring the strain of the tubular pile and the lock catch. The utility model provides a technical scheme can study the whole transverse rigidity, the hasp of waiting the test piece and the ultimate bending strength who waits the test piece.
In the technical scheme, the pressurizing is required to be directly abutted against the to-be-tested piece for mechanical property test, and an actual loading stress scene cannot be simulated.
The invention of publication number CN107505449A discloses a pipe curtain supporting structure model test device. The device includes the interface that is enclosed by the organic glass board and the simulation pipe curtain that constitutes by the organic glass pipe, the device is inside to be filled by model soil, still including being used for measuring the dial indicator that the ground and simulation pipe curtain subsided to and install on organic glass pipe surface be used for measuring pressure and the pressure cell and the resistance strain gauge of deformation that the simulation pipe curtain bore respectively. The device can simulate the stress redistribution phenomenon of the soil body in a certain range due to soil body excavation, and can accurately simulate relatively complex boundary conditions; an interface formed by the organic glass plates of the device can visually reflect the deformation condition of the soil body during construction; through setting up the simulation pipe curtain that constitutes by the adjustable and changeable organic glass pipe of form of interval, can simulate the operating mode under the different conditions, consequently the device can be used for simulating the experiment of different operating modes, and the iterative work load that has significantly reduced has simplified experimental apparatus and process.
The technical scheme is that the deformation condition of the soil body during construction is simulated and reflected, and the method cannot be used for researching the loading characteristic of a local pipe curtain structural member.
Notice No. CN 211061207U's utility model discloses a big section pipe curtain of rectangle secretly digs method analogue means, which comprises an interface, pipe curtain model and vertical interim support, the interface is the open long cubic box structure in top, its lateral wall and diapire are assembled by transparent glass board and are constituteed, the full model soil body in the interface, pipe curtain model level buries the upper portion in the model soil body underground, the part that the model soil body is located pipe curtain model below divide into the virtual soil body of waiting to dig of multistage, vertical interim support is used for waiting to dig the soil body at every section and supports between this regional pipe curtain model lower extreme and interface diapire after digging out, pipe curtain model upper surface is equipped with the determine module who is used for surveying pipe curtain model atress and deflection, model soil body top is equipped with the detector that is used for detecting its settlement information. The advantages are that: the model test research can be carried out to the undercut method of different operating mode rectangle large-section large-span pipe curtain models, has solved the problem that current model device is difficult to carry out accurate simulation to the work progress.
The technical scheme is that the construction process of excavation edge support under the functions of refining simulation pipe curtain pre-support and vertical temporary support cannot be used for researching the loading characteristic of a local pipe curtain structural member.
Disclosure of Invention
The invention aims to provide an adjustable prototype test device for a pipe curtain structural member.
In order to solve the technical problems, the invention adopts the following technical scheme:
an adjustable prototype test device for a pipe curtain structural member comprises a counter-force frame, a sliding support, a loading test box and a vertical loading mechanism;
the reaction frame comprises a frame body formed by connecting corner upright posts, an upper horizontal cross beam and a lower horizontal cross beam, a middle upright post parallel to the corner upright posts is arranged between every two adjacent corner upright posts, and the upper end and the lower end of the middle upright post are in sliding fit with the upper horizontal cross beam and the lower horizontal cross beam; a plurality of groups of positioning holes are reserved on the corner upright columns and the middle upright column along the vertical direction;
the sliding support comprises base sliding rails, supports and a base jack, the two base sliding rails are arranged in parallel, two ends of each base sliding rail are respectively connected with the two opposite lower horizontal cross beams in a sliding mode, the two supports are arranged on the base sliding rails in a sliding mode, and the model component fixing frame is arranged on the two supports; horizontal sliding rail end jacks are respectively arranged between two ends of the base sliding rail and the two supports so as to adjust the positions of the supports; horizontal base jacks are respectively arranged between the base slide rail and the other two corresponding lower horizontal cross beams, and the base jacks vertically act on the base slide rail to enable the base slide rail to move on the two corresponding lower horizontal cross beams;
the loading test box comprises a box body which is formed by enclosing four side wall plates and is provided with an upper opening and a lower opening, and the outer side of each side wall plate is connected with a positioning hole on the reverse frame through a plurality of arranged horizontal jacks; the lower opening of the loading test box corresponds to the model component on the sliding bracket; filling standard sand in the loading test box during testing;
the vertical loading mechanism comprises a loading cross beam, vertical loading jacks and a loading plate, wherein two ends of the loading cross beam are connected with two opposite upper horizontal cross beams, the upper ends of the vertical loading jacks are connected with the loading cross beam in a sliding mode, the lower ends of the vertical loading jacks point to the upper opening of the loading test box, and the lower ends of the vertical loading jacks can be detachably and fixedly connected with the loading plate.
The support comprises two support main bodies which are respectively connected with the two base sliding rails in a sliding manner, and the two support main bodies are connected through a base which stretches across the two base sliding rails; the model component is directly erected on the two bases.
The downside of support main part is equipped with spout and base slide rail sliding connection, and the upside of support main part is equipped with the constant head tank, and the both ends of base are fixed with the bellied locating piece down respectively, and the locating piece is inserted and is established in the constant head tank.
Each side wall plate of the loading test box is vertically butted at the inner side of the other side wall plate adjacent to the loading test box.
One end of the horizontal jack is connected with a bolt hole reserved in the side wall plate through a bolt, and the other end of the horizontal jack is connected with positioning holes reserved in the middle upright post and the corner upright post through bolts.
The loading beam is of an I-shaped steel structure, and two long grooves of the loading beam are horizontally arranged oppositely; the upper end of the vertical loading jack is provided with a T-shaped chute which is connected with the loading beam in a sliding way.
The upper horizontal cross beam and the lower horizontal cross beam are of I-shaped steel structures and are composed of two wing plates and a web plate connected with the two wing plates, two long grooves are formed in two sides of the web plate, and the two long grooves of the upper horizontal cross beam and the lower horizontal cross beam are arranged in an up-down opposite mode.
The upper end and the lower end of the middle upright post are embedded in the elongated slots of the upper horizontal cross beam and the lower horizontal cross beam and are in sliding fit with the elongated slots.
Two inverted U-shaped sliding grooves are formed in two ends of the base sliding rail, and the inverted U-shaped sliding grooves are slidably sleeved on wing plates of the two lower horizontal cross beams.
One end of the base jack is connected with the base sliding rail through a bolt, an inverted U-shaped clamping groove is formed in the other end of the base jack, and the base jack is sleeved on the wing plate of the corresponding lower horizontal cross beam through the inverted U-shaped clamping groove.
The invention has the beneficial effects that:
the invention can adjust the size of the loading test box according to the size of the model component, and realizes the deformation and the damage of the model component under the real load condition.
When the loading test box is used, firstly, a model component is installed on a base of a sliding support and fixed, secondly, four side wall plates of the loading test box are fixed to a jack through outer sides horizontally according to the size of the model, thirdly, standard sand is filled in the loading test box and is compacted, a loading plate is placed on a standard sand plane in the loading test box, and finally, a load is applied to the loading plate through a vertical loading jack, so that the model component is deformed under the load, and the damage form and related parameters of the model component are monitored.
The invention simulates and realizes the deformation and the damage of the pipe curtain model component under the action of real load, further discusses the damage form and parameter influence, and provides a theoretical basis for the optimization design of the pipe curtain structure.
The invention can realize the stress test of the local pipe curtain structure, provide theoretical basis for the optimization of the pipe curtain structure, and hopefully optimize the structural design and improve the overall benefit.
Drawings
FIG. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a schematic view of the present invention with the loading chamber removed;
FIG. 3 is a schematic view showing the structure of the sliding support according to the present invention;
FIG. 4 is a schematic structural view of a main body of a cradle according to the present invention;
FIG. 5 is a schematic diagram of the structure of a loading test chamber according to the present invention;
FIG. 6 is a schematic view of the vertical loading mechanism of the present invention;
FIG. 7 is a schematic view of the connection of the horizontal jack to the intermediate post according to the present invention;
fig. 8 is a schematic view of the connection of the base jack to the lower horizontal beam in the present invention.
Detailed Description
The following detailed description of embodiments of the invention refers to the accompanying drawings.
As shown in fig. 1 to 8, an adjustable prototype test apparatus for a pipe curtain structural member according to the present embodiment includes a reaction frame 1, a sliding bracket 18, a loading test box 22, and a vertical loading mechanism 21.
Counter-force frame 1 is the cuboid frame, including four vertical angle stands 3, and four angle stands 3's upper end is through four 2 interconnect of entablature, and four angle stands 3's lower extreme is through four 6 interconnect of horizontal beam down, and has arranged between per two adjacent angle stands 3 with its parallel intermediate column 4, both ends and the 2 and 6 sliding fit of horizontal beam down of entablature about intermediate column 4.
In this embodiment, the two ends of the corner upright 3 are connected with the upper horizontal beam 2 and the lower horizontal beam 6 by bolts.
And a plurality of groups of positioning holes are reserved on the corner upright posts 3 and the middle upright post 4 along the vertical direction. In the embodiment, the positioning holes are bolt holes, and the two positioning holes which are horizontally distributed are reserved in the corner upright posts 3 and the middle upright post 4 and are vertically distributed at equal intervals.
The sliding support 18 comprises base sliding rails 12, supports and base jacks 17, the two base sliding rails 12 are arranged in parallel, two ends of each base sliding rail 12 are respectively connected with the two lower horizontal cross beams 6 which are opposite, the two supports are arranged on the base sliding rails 12 in a sliding mode, and the model component 14 is fixedly arranged on the two supports.
In this embodiment, the support includes two support main bodies 13 respectively slidably connected to the two base slide rails, and the two support main bodies 13 are connected to each other through a base 20 crossing the two base slide rails 12; the model elements 14 are directly mounted on two bases 20.
Horizontal sliding rail end jacks 16 are respectively arranged between the two ends of the base sliding rail 12 and the support main body so as to adjust the position of the support.
The downside of support main part 13 is equipped with the type of falling U spout and base slide rail 12 sliding connection, and the upside of support main part 13 is equipped with the constant head tank in hexahedron square hole. The two ends of the base 20 are respectively fixed with a positioning block protruding downwards, and the positioning block is inserted into the positioning groove. During specific installation, the width of the inverted U-shaped sliding groove of the support main body 13 is slightly wider than that of the base sliding rail 12, and the size of the positioning groove is slightly larger than that of the actual positioning block.
In this embodiment, the upper horizontal beam 2 and the lower horizontal beam 6 are of an i-shaped steel structure, and are composed of two wing plates and a web plate connecting the two wing plates, two long grooves are formed on two sides of the web plate, and the two long grooves of the upper horizontal beam 6 and the lower horizontal beam 6 are arranged in an up-down opposite manner.
During specific installation, the upper end and the lower end of the middle upright post 4 are embedded in the long grooves of the upper horizontal cross beam and the lower horizontal cross beam and are in sliding fit with the long grooves, so that the horizontal movement can be realized.
During specific installation, two inverted U-shaped sliding grooves 19 are formed in two ends of the base sliding rail 12, and the inverted U-shaped sliding grooves 19 are slidably sleeved on wing plates of two lower horizontal cross beams, so that movement in the horizontal direction can be achieved. .
During specific installation, each side is respectively provided with two parallel base jacks 17, one end of each base jack 17 is connected with the base slide rail 12 through a bolt, the other end of each base jack 17 is provided with an inverted U-shaped clamping groove 23, and each base jack is sleeved on the wing plate of the corresponding lower horizontal cross beam through the inverted U-shaped clamping groove 23, so that the horizontal movement can be realized. Moreover, the inner dimension of the inverted U-shaped clamping groove 23 of the base jack is slightly larger than the thickness of the wing plate of the lower horizontal beam, and a gap between the two is filled with a rubber pad.
The loading test box 22 comprises a box body which is formed by enclosing four side wall plates 7 and is provided with an upper opening and a lower opening, and the outer side of each side wall plate 7 is connected with a positioning hole on the reverse frame through a plurality of arranged horizontal jacks 10; the lower opening of the loading test chamber 22 corresponds to the model member 14 on the sliding support; the loading test chamber 22 is filled with standard sand at the time of testing.
The relative position of the side wall plate 7 is controlled by a horizontal jack 10, and the horizontal position, the vertical position and the measuring range are adjusted according to the size of the test box to realize the adjustment of the size of the test box.
In this embodiment, each side wall plate of the loading test chamber 22 is vertically butted against the inner side of the other side wall plate adjacent thereto, so that the adjustment is facilitated.
In this embodiment, the outer ribbed steel plate is selected as the side wall plate.
In this embodiment, one end of the horizontal jack 10 is connected to the bolt hole reserved in the side wall plate 7 by a bolt, and the other end of the horizontal jack is connected to the positioning holes reserved in the corner column 3 and the middle column 4 by bolts. The horizontal jacks 10 provide horizontal and vertical support for the side wall plates 7 to form a loading test chamber 22. The height of the side wall plate 7 is adjusted by adjusting the connection position of the horizontal jack 10 in the positioning hole, and the size and the horizontal position of the loading test box 22 are adjusted by extending and retracting the horizontal jack 10.
The vertical loading mechanism 21 comprises a loading cross beam 5, vertical loading jacks 11 and a loading plate 9, two ends of the loading cross beam 5 are fixedly connected with two opposite upper horizontal cross beams 2 through bolts, the vertical loading jacks 11 are arranged in parallel, the upper ends of the vertical loading jacks 11 are connected with the loading cross beam 5 in a sliding mode, the lower ends of the vertical loading jacks 11 point to the upper opening of the loading test box 22, and the lower ends of the vertical loading jacks 11 can be detachably and fixedly connected with the loading plate 9.
In this embodiment, the loading beam 5 is an i-beam structure, and two long grooves of the loading beam are horizontally arranged oppositely; the upper end of the vertical loading jack 11 is provided with a T-shaped sliding groove which is connected with the loading beam 5 in a sliding way.
In this embodiment, the loading plate 9 is connected to the vertical loading jack 11 by a bolt, and after a new loading test box size is formed by adjusting the horizontal jack, a new loading steel plate can be replaced to match the new loading test box size.
When the mold member 14 of this embodiment is mounted, the lower end of the mold member 14 is welded to the base 20, and the positioning block on the lower side of the base 20 is inserted into the positioning groove on the upper portion of the holder body 19.
When the device is used, firstly, the model component 14 is fixed on the base 20 of the sliding support 18, and the range fixing support positions of the base jack 17 and the sliding rail end jack 16 are adjusted; then, according to the position of the model member 14, the position of the side wall plate 7 is determined by adjusting the range of the horizontal jack 10, and the side wall plate 7 is mounted on the top end portion of the jack connected with the side wall plate to form a closed loading test box 22; then, filling standard sand in the loading test box 22 and compacting; and finally, applying a vertical load on the top of the loading test box 22 through a vertical loading mechanism 21 (placing a loading plate 9 on a standard sand plane in the loading test box, and finally applying a load on the loading plate through a vertical loading jack 11), so that the model member is subjected to load deformation, and the damage form and related parameters of the model member are monitored. The device can adjust the size of the loading test box according to the size of the model component, and realizes the deformation and the damage of the model component under the real soil body load condition.
According to the invention, through the adjustable test box, the deformation and damage forms of the pipe curtain and locking buckle test components with different sizes can be accurately measured under the action of simulating real soil body load, and a theoretical basis is provided for component optimization design.
The invention can realize the stress test of the local pipe curtain structure, provide theoretical basis for the optimization of the pipe curtain structure, and hopefully optimize the structural design and improve the overall benefit.
Although the present invention has been described in detail with reference to the above embodiments, it should be understood by those skilled in the art that: modifications and equivalents may be made thereto without departing from the spirit and scope of the invention and it is intended to cover in the claims the invention as defined in the appended claims.
In the description of the present invention, it is to be understood that the terms "upper", "lower", "front", "rear", "left", "right", and the like indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the scope of the present invention.
Claims (10)
1. The utility model provides a pipe curtain structural component adjustable prototype test device which characterized in that: the device comprises a counterforce frame, a sliding support, a loading test box and a vertical loading mechanism;
the reaction frame comprises a frame body formed by connecting corner upright posts, an upper horizontal cross beam and a lower horizontal cross beam, a middle upright post parallel to the corner upright posts is arranged between every two adjacent corner upright posts, and the upper end and the lower end of the middle upright post are in sliding fit with the upper horizontal cross beam and the lower horizontal cross beam; a plurality of groups of positioning holes are reserved on the corner upright columns and the middle upright column along the vertical direction;
the sliding support comprises base sliding rails, supports and a base jack, the two base sliding rails are arranged in parallel, two ends of each base sliding rail are respectively connected with the two opposite lower horizontal cross beams in a sliding mode, the two supports are arranged on the base sliding rails in a sliding mode, and the model component fixing frame is arranged on the two supports; horizontal sliding rail end jacks are respectively arranged between two ends of the base sliding rail and the two supports so as to adjust the positions of the supports; horizontal base jacks are respectively arranged between the base slide rail and the other two corresponding lower horizontal cross beams, and the base jacks vertically act on the base slide rail to enable the base slide rail to move on the two corresponding lower horizontal cross beams;
the loading test box comprises a box body which is formed by enclosing four side wall plates and is provided with an upper opening and a lower opening, and the outer side of each side wall plate is connected with a positioning hole on the reverse frame through a plurality of arranged horizontal jacks; the lower opening of the loading test box corresponds to the model component on the sliding bracket; filling standard sand in the loading test box during testing;
the vertical loading mechanism comprises a loading cross beam, vertical loading jacks and a loading plate, wherein two ends of the loading cross beam are connected with two opposite upper horizontal cross beams, the upper ends of the vertical loading jacks are connected with the loading cross beam in a sliding mode, the lower ends of the vertical loading jacks point to the upper opening of the loading test box, and the lower ends of the vertical loading jacks can be detachably and fixedly connected with the loading plate.
2. The adjustable prototype test apparatus for structural members of tubular screens of claim 1, wherein: the support comprises two support main bodies which are respectively connected with the two base sliding rails in a sliding manner, and the two support main bodies are connected through a base which stretches across the two base sliding rails; the model component is directly erected on the two bases.
3. The adjustable prototype test apparatus for structural members of tubular screens of claim 2, wherein: the downside of support main part is equipped with spout and base slide rail sliding connection, and the upside of support main part is equipped with the constant head tank, and the both ends of base are fixed with the bellied locating piece down respectively, and the locating piece is inserted and is established in the constant head tank.
4. The adjustable prototype test apparatus for structural members of tubular screens of claim 1, wherein: each side wall plate of the loading test box is vertically butted at the inner side of the other side wall plate adjacent to the loading test box.
5. The adjustable prototype test apparatus for structural members of tubular screens of claim 1, wherein: one end of the horizontal jack is connected with a bolt hole reserved in the side wall plate through a bolt, and the other end of the horizontal jack is connected with positioning holes reserved in the middle upright post and the corner upright post through bolts.
6. The adjustable prototype test apparatus for structural members of tubular screens of claim 1, wherein: the loading beam is of an I-shaped steel structure, and two long grooves of the loading beam are horizontally arranged oppositely; the upper end of the vertical loading jack is provided with a T-shaped chute which is connected with the loading beam in a sliding way.
7. The adjustable prototype test apparatus for structural members of tubular screens according to any of claims 1 to 6, wherein: the upper horizontal cross beam and the lower horizontal cross beam are of I-shaped steel structures and are composed of two wing plates and a web plate connected with the two wing plates, two long grooves are formed in two sides of the web plate, and the two long grooves of the upper horizontal cross beam and the lower horizontal cross beam are arranged in an up-down opposite mode.
8. The adjustable prototype test apparatus for structural members of tubular screens of claim 7, wherein: the upper end and the lower end of the middle upright post are embedded in the elongated slots of the upper horizontal cross beam and the lower horizontal cross beam and are in sliding fit with the elongated slots.
9. The adjustable prototype test apparatus for structural members of tubular screens of claim 7, wherein: two inverted U-shaped sliding grooves are formed in two ends of the base sliding rail, and the inverted U-shaped sliding grooves are slidably sleeved on wing plates of the two lower horizontal cross beams.
10. The adjustable prototype test apparatus for structural members of tubular screens of claim 7, wherein: one end of the base jack is connected with the base sliding rail through a bolt, an inverted U-shaped clamping groove is formed in the other end of the base jack, and the base jack is sleeved on the wing plate of the corresponding lower horizontal cross beam through the inverted U-shaped clamping groove.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011525971.XA CN112630032A (en) | 2020-12-22 | 2020-12-22 | Adjustable prototype test device for pipe curtain structural member |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011525971.XA CN112630032A (en) | 2020-12-22 | 2020-12-22 | Adjustable prototype test device for pipe curtain structural member |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN112630032A true CN112630032A (en) | 2021-04-09 |
Family
ID=75320659
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202011525971.XA Pending CN112630032A (en) | 2020-12-22 | 2020-12-22 | Adjustable prototype test device for pipe curtain structural member |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN112630032A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113405767A (en) * | 2021-05-27 | 2021-09-17 | 河海大学 | Test device and test method for simulating process of throwing sandbags by bottom opening barge |
| CN117779862A (en) * | 2023-12-07 | 2024-03-29 | 山东北斗检测科技有限公司 | Engineering foundation pile detection fixing device for construction engineering detection |
| CN117779862B (en) * | 2023-12-07 | 2024-07-02 | 山东北斗检测科技有限公司 | Engineering foundation pile detection fixing device for construction engineering detection |
-
2020
- 2020-12-22 CN CN202011525971.XA patent/CN112630032A/en active Pending
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113405767A (en) * | 2021-05-27 | 2021-09-17 | 河海大学 | Test device and test method for simulating process of throwing sandbags by bottom opening barge |
| CN113405767B (en) * | 2021-05-27 | 2023-02-28 | 河海大学 | Test device and test method for simulating process of throwing sandbags by bottom opening barge |
| CN117779862A (en) * | 2023-12-07 | 2024-03-29 | 山东北斗检测科技有限公司 | Engineering foundation pile detection fixing device for construction engineering detection |
| CN117779862B (en) * | 2023-12-07 | 2024-07-02 | 山东北斗检测科技有限公司 | Engineering foundation pile detection fixing device for construction engineering detection |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107063883B (en) | Multifunctional soil mechanics combined test device and test method | |
| CN101832993B (en) | Semi-module test box for dynamic compaction reinforced foundation model test | |
| CN110940571B (en) | Test device for simulating dynamic soil arch effect of shed frame structure | |
| CN201983987U (en) | Extra-large geotechnical engineering three-dimensional model test system | |
| CN108505548A (en) | A kind of Piled Embankments stake soil loading ratio experimental rig and test method | |
| CN214472326U (en) | Adjustable prototype test device for pipe curtain structural member | |
| CN110082202B (en) | Flat plate load indoor model test device and use method | |
| CN112630032A (en) | Adjustable prototype test device for pipe curtain structural member | |
| CN214883927U (en) | Indoor model test device for simulating stress deformation of karst cave foundation pile | |
| KR102397962B1 (en) | A system for measuring the lateral resistance of group pile | |
| CN212427270U (en) | Passive pile test device for simulating soil displacement boundary conditions | |
| CN109883673B (en) | Shed frame test method in pilot tunnel excavation process | |
| CN106351267A (en) | Pile foundation bearing characteristic model testing device under down-pressing static load effect | |
| CN111610113B (en) | Testing device of pseudo-static rock-soil model | |
| CN111238756B (en) | Device for simulating differential settlement of foundation in earthquake simulation shaking table test | |
| CN106525596B (en) | Lateral bedding counter-force coefficient indoor test device under different stress paths | |
| CN115753376A (en) | Multi-scene simulation miniature pile reinforcement model test device | |
| CN215447825U (en) | Slope displacement testing arrangement in centrifugal model test | |
| CN215296993U (en) | Multi-connected rock-soil in-situ shear testing device for full-stress path tracking | |
| CN114541489A (en) | Power transmission line rod plate type foundation settlement test and repair method | |
| CN209764578U (en) | Four sides support reinforced concrete slab blast wave loading test fixing device | |
| CN219973308U (en) | Pile group compression-resistant real-time observation test device | |
| CN216766025U (en) | Model test device for researching mutual influence of existing building and foundation pit excavation | |
| CN214150153U (en) | Horizontal non-uniform foundation support pavement structure deflection testing device | |
| CN216350703U (en) | Pile-supported reinforced embankment model test device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |