CN206223382U - For the retaining enclosure device of Bars In Poured Concrete Slab mechanics properties testing in frame structure - Google Patents
For the retaining enclosure device of Bars In Poured Concrete Slab mechanics properties testing in frame structure Download PDFInfo
- Publication number
- CN206223382U CN206223382U CN201621113222.5U CN201621113222U CN206223382U CN 206223382 U CN206223382 U CN 206223382U CN 201621113222 U CN201621113222 U CN 201621113222U CN 206223382 U CN206223382 U CN 206223382U
- Authority
- CN
- China
- Prior art keywords
- frame structure
- bars
- concrete slab
- poured concrete
- connection strap
- 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.)
- Withdrawn - After Issue
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a kind of retaining enclosure device for Bars In Poured Concrete Slab mechanics properties testing in frame structure, including the Bars In Poured Concrete Slab for constituting four frame columns of frame structure and be arranged between four frame columns, gusset is provided with the corresponding inner side edge of four frame columns, some vertical rods are provided between two neighboring gusset, bottom of upright rod is arranged on base, the vertical rod quantity that frame structure is located on two corresponding sides is consistent and is symmetrical arranged, connection strap is provided between two wherein corresponding vertical rods, connection strap is fixed on base, angle brace plate surface is provided with baffle plate slot with vertical rod surface, side shield is provided with two corresponding baffle plate slots, side shield sets along frame structure periphery and closes rib around forming one, closing rib inner side is provided with waterproof geotextiles.The utility model loading, unloading, convenient transportation and detection process are easily-controllable, and experimental cost is greatly lowered, and increase the security of static test.
Description
Technical field
The utility model is related to build detection field, and in particular to one kind is for Bars In Poured Concrete Slab mechanical property inspection in frame structure
The retaining enclosure device of survey.
Background technology
With the fast development of China's economy, the quickening of industrial premises renewal speed, industrial premises is increasing.Factory building
Flooring is mainly used in putting large scale equipment or stacks industrial materials, higher to its requirement for bearing capacity.Carried to factory building floorboard
In the measurement of power, static test operation is the easiest, and measurement is the most accurate, a kind of intuitively test method.In the prior art,
The static test most commonly seen mode that is further applied load to factory building flooring is preloading.The method is usually using bloom or sandbag as building
Face bearing load, by the deformation for observing flooring, if whether the bearing capacity of the subsidiary discriminant flooring such as crannied appearance
Reach requirement.The characteristics of this experimental rig, is bred with bloom or sandbag, and loading, unloading are inconvenient, transport difficult, so that
Increased experimentation cost.Meanwhile, solid preloading is susceptible to load eccentricity, causes system unstability, easily produces potential safety hazard.Mesh
Preceding also to have by building building enclosure, the mode for injecting liquid water is loaded, so as to carry out static loading experiment.But existing go along with sb. to guard him knot
Structure is built, it is necessary to more scaffold coordinates, and tedious process takes time and effort.Accordingly, it would be desirable to one kind can solve the problem that above mentioned problem,
And simple to operate, lower-cost experimental rig.
The content of the invention
The purpose of this utility model is the problem above for overcoming prior art to exist, there is provided one kind is in frame structure
The retaining enclosure device of Bars In Poured Concrete Slab mechanics properties testing, the utility model loading, unloading, convenient transportation and detection process are easily-controllable,
And experimental cost is greatly lowered, increases the security of static test.
To realize above-mentioned technical purpose, above-mentioned technique effect is reached, the utility model is achieved through the following technical solutions：
For the retaining enclosure device of Bars In Poured Concrete Slab mechanics properties testing in frame structure, including for constituting frame structure
Four frame columns and the Bars In Poured Concrete Slab being arranged between four frame columns, are all provided with the corresponding inner side edge of four frame columns
Gusset is equipped with, some vertical rods are provided between two neighboring gusset, the bottom of upright rod is arranged on base, frame structure
Vertical rod quantity on two corresponding sides is consistent and is symmetrical arranged, wherein being set between two corresponding vertical rods
There is connection strap, the connection strap is fixed on base, the angle brace plate surface is provided with baffle plate slot with vertical rod surface, relatively
It is provided with side shield in the two baffle plate slots answered, the side shield is set and along the frame structure periphery around forming an envelope
Rib is closed, the closing rib inner side is provided with waterproof geotextiles.
Further, elastic bandage is provided with the side of the gusset two, described elastic bandage one end is fixed on angle brace
On one side of plate, the other end is provided with drag hook, and the drag hook can be hooked and is located on another side of gusset, the elastic bandage
Set around frame column.
Further, the side shield is located at the vertical rod of outer side edges and angle brace plate surface is additionally provided with stiffener, described to add
Strength plate is L-type steel plate.
Further, it is additionally provided with diagonal brace between the vertical rod and base.
Further, the base is located at and lower teeth is provided with the surface of connection strap side, and the lower teeth top sets
Upper press cover is equipped with, described upper pressure bottom is provided with the upper teeth for coordinating with lower teeth and being engaged, and the connection strap is arranged on lower tooth
Between tooth and upper teeth.
Further, the base end is provided with guiding surface, and the corresponding upper press cover bottom of the guiding surface sets
Pressing inclined-plane is equipped with, connection strap is pressed on cast-in-place plate surface by the guiding surface with the cooperation of pressing inclined-plane.
Further, the connection strap is high-strength polyester ribbon.
Further, mounting ring is provided with the waterproof geotextiles upper periphery, the side shield top is provided with second
Drag hook, the mounting ring snap fit is closed and is arranged on the second drag hook.
The beneficial effects of the utility model are:
1st, side shield is arranged on frame structure surrounding by the present apparatus in the form of plugging, fast with service speed, time saving
It is laborsaving, without employing the instruments such as punching, at least two day time was needed from enclosing is built by scaffold in the past, can be reduced to 1-
Completed in 2 hours, and can one man operation, it is double to quickly finish, and pass through between its two relative vertical rod
Connection strap is connected, therefore in water filling stress, ensure that vertical rod position is relatively constant, and relative drawing is remained by connection strap
Power, stability is improve while simple operations.
2nd, set by guiding surface and pressing inclined-plane, can be by connection strap when stress is tightened, it is also possible to be affixed to all the time
Ground, connection strap does not twist in ensure that water filling loading procedure, there is provided reliable experiment effect.
3rd, lower teeth and lower teeth are used for being engaged clamping connection strap, can play good fixed effect, and the side of dismounting
Just, and high-strength polyester ribbon then ensure pressing length can more become, it is ensured that the frame structure that device is capable of suitable for multiple sizes makes
With applied widely.
4th, stiffener is supported by side shield outer side edges, can effectively improve the compression capability of side shield, because
This stiffener can be applicable the materials such as rigid plastic sheet, be easy to cutting, also reduce cost.
Described above is only the general introduction of technical solutions of the utility model, in order to better understand skill of the present utility model
Art means, and being practiced according to the content of specification, with preferred embodiment of the present utility model and coordinate accompanying drawing detailed below
Describe in detail bright as after.Specific embodiment of the present utility model is shown in detail by following examples and its accompanying drawing.
Brief description of the drawings
In order to illustrate more clearly of the technical scheme in the utility model embodiment technology, embodiment technology will be retouched below
The accompanying drawing to be used needed for stating is briefly described, it should be apparent that, drawings in the following description are only the utility model
Some embodiments, for those of ordinary skill in the art, on the premise of not paying creative work, can also basis
These accompanying drawings obtain other accompanying drawings.
Fig. 1 is overall structure diagram of the present utility model；
Fig. 2 is the structural representation between corresponding two vertical rods of the present utility model；
Fig. 3 is the attachment structure schematic diagram between the utility model waterproof geotextiles and side shield.
Specific embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of the utility model, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment for being obtained, belongs to the scope of the utility model protection.
Referring to figs. 1 to shown in Fig. 3, for the retaining enclosure device of Bars In Poured Concrete Slab mechanics properties testing in frame structure, including
For the Bars In Poured Concrete Slab for constituting four frame columns 1 of frame structure and be arranged between four frame columns, the post net of frame structure
Arrangement is general rectangular, it is therefore desirable to tested on the Bars In Poured Concrete Slab in rectangular extent, the corresponding inner side of four frame columns
Gusset 2 is provided with side, depending on gusset is according to the shape of frame column, general framework post is rectangular column, therefore gusset
It is L-type structure, when for circle, gusset is set to arc, is provided between two neighboring gusset some
Vertical rod 3, bottom of upright rod is arranged on base 4, the vertical rod quantity that frame structure is located on two corresponding sides it is consistent and
It is symmetrical arranged, wherein being provided with connection strap 5 between two corresponding vertical rods, connection strap is fixed on base, to ensure in note
Distance is constant between the vertical rod of both sides when water is loaded, and angle brace plate surface is provided with baffle plate slot 6, corresponding two with vertical rod surface
Side shield 7 is provided with individual baffle plate slot, side shield sets along frame structure periphery and closes rib, closing gear around forming one
Side inner side is provided with waterproof geotextiles 17, is designed by closing flange, and the weight of water can all be focused on currently in waterproof geotextiles
On the Bars In Poured Concrete Slab of detection.
In assembling, gusset is arranged on the angle side that frame column is located on the inside of pilot region, this sentences rectangle
As a example by frame column, the right angle bend of the gusset of L-type structure just coordinates with the right-angle side of frame column, then by gusset
Coordinate with vertical rod and side shield is plugged into installation one by one by baffle plate slot, form closing rib, finally will be corresponding with connection strap
Two bases connect together, that is, realize the stabilization of total, both mutually to draw, it is reliable and stable, then by waterproof
Geotextiles are hung on side shield, form a water space, and direct water filling can be detected.
Wherein, elastic bandage 8 is provided with the side of gusset two, elastic bandage one end is fixed on a side of gusset
On, the other end is provided with drag hook 9, and drag hook can be hooked and is located on another side of gusset, and elastic bandage is set around frame column, by
It is a L-type thin-wall steel tube in gusset, and fixation of not punching, therefore cannot realize that position is fixed is tied up i.e. by elastic
Gusset can be fixed on frame column, and do not punched, elastic bandage can adapt to various sizes of frame column, the scope of application
Extensively.
Side shield is located at the vertical rod of outer side edges and angle brace plate surface is additionally provided with stiffener 10, and stiffener is L-type steel plate, is led to
Cross and support be provided on the outside of side shield, increase the overhang bracket length of side shield, can so increase the bearing capacity of side shield,
And can cause that the water pressure born on side shield is preferably transferred on column and gusset.
Diagonal brace 11 is additionally provided between vertical rod and base, it is ensured that vertical rod rigidity in the horizontal direction.
Base is located at and lower teeth 12 is provided with the surface of connection strap side, and lower teeth top is provided with upper press cover 13, on
The bottom is pressed to be provided with the upper teeth 14 for coordinating with lower teeth and being engaged, connection strap is arranged between lower teeth and upper teeth, upper pressure
Lid is by the way that on screw locking to base, lower teeth and upper teeth are engaged i.e. realization fixation after connection strap, and firmness is high, and pacifies
Dress is quick, it is only necessary to be put between the two connection strap, convenient and reliable.
Base end is provided with guiding surface 15, and the corresponding upper press cover bottom of guiding surface is provided with pressing inclined-plane 16,
Guiding surface coordinates with pressing inclined-plane and for connection strap to be pressed on cast-in-place plate surface, and connection strap is not in ensure that water filling loading procedure
Twist, there is provided reliable experiment effect.
Connection strap is high-strength polyester ribbon, and therefore, it is possible to be adjusted according to actually used length, flexibility is high, is adapted to not
Used with size measuring.
Mounting ring is provided with waterproof geotextiles upper periphery, side shield top is provided with the second drag hook, and mounting ring snap fit is closed
It is arranged on the second drag hook, it is easy to operate, as shown in Figure 3.
The present apparatus without punching, i.e., is not damaged in itself when assembling is used to building, and mounting assembly is few, does not have
There is too many cumbersome scaffold building, greatly improve assembling speed.
The foregoing description of the disclosed embodiments, enables professional and technical personnel in the field to realize or new using this practicality
Type.Various modifications to these embodiments will be apparent for those skilled in the art, determine herein
The General Principle of justice can in other embodiments be realized in the case where spirit or scope of the present utility model are not departed from.Cause
This, the utility model is not intended to be limited to the embodiments shown herein, and is to fit to and principles disclosed herein
The most wide scope consistent with features of novelty.
Claims (8)
1. the retaining enclosure device of Bars In Poured Concrete Slab mechanics properties testing in frame structure is used for, including for constituting the four of frame structure
Individual frame column and the Bars In Poured Concrete Slab being arranged between four frame columns, it is characterised in that：Corresponding interior of four frame columns
Gusset is provided with side, some vertical rods are provided between two neighboring gusset, the bottom of upright rod is arranged on base
On, the vertical rod quantity that frame structure is located on two corresponding sides is consistent and is symmetrical arranged, wherein corresponding two
Connection strap is provided between vertical rod, the connection strap is fixed on base, the angle brace plate surface is provided with vertical rod surface
Baffle plate slot, is provided with side shield in two corresponding baffle plate slots, the side shield is set along the frame structure periphery
And rib is closed around forming one, the closing rib inner side is provided with waterproof geotextiles.
2. the retaining enclosure device for Bars In Poured Concrete Slab mechanics properties testing in frame structure according to claim 1, it is special
Levy and be：Elastic bandage is provided with the side of the gusset two, described elastic bandage one end is fixed on a side of gusset
On, the other end is provided with drag hook, and the drag hook can be hooked and is located on another side of gusset, and the elastic bandage is around frame column
Set.
3. the retaining enclosure device for Bars In Poured Concrete Slab mechanics properties testing in frame structure according to claim 1, it is special
Levy and be：The side shield is located at the vertical rod of outer side edges and angle brace plate surface is additionally provided with stiffener, and the stiffener is L-type steel
Plate.
4. the retaining enclosure device for Bars In Poured Concrete Slab mechanics properties testing in frame structure according to claim 1, it is special
Levy and be：Diagonal brace is additionally provided between the vertical rod and base.
5. the retaining enclosure device for Bars In Poured Concrete Slab mechanics properties testing in frame structure according to claim 1, it is special
Levy and be：The base is located at and lower teeth is provided with the surface of connection strap side, and the lower teeth top is provided with upper press cover,
It is described it is upper press the bottom to be provided with to coordinate the upper teeth that are engaged with lower teeth, the connection strap be arranged on lower teeth and upper teeth it
Between.
6. the retaining enclosure device for Bars In Poured Concrete Slab mechanics properties testing in frame structure according to claim 5, it is special
Levy and be：The base end is provided with guiding surface, and it is oblique that the corresponding upper press cover bottom of the guiding surface is provided with pressing
Connection strap is pressed on cast-in-place plate surface by face, the guiding surface with the cooperation of pressing inclined-plane.
7. the retaining enclosure device for Bars In Poured Concrete Slab mechanics properties testing in frame structure according to claim 6, it is special
Levy and be：The connection strap is high-strength polyester ribbon.
8. the retaining enclosure device for Bars In Poured Concrete Slab mechanics properties testing in frame structure according to claim 1, it is special
Levy and be：Mounting ring is provided with the waterproof geotextiles upper periphery, the side shield top is provided with the second drag hook, the peace
Dress latch closure is equipped with the second drag hook.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621113222.5U CN206223382U (en) | 2016-10-11 | 2016-10-11 | For the retaining enclosure device of Bars In Poured Concrete Slab mechanics properties testing in frame structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621113222.5U CN206223382U (en) | 2016-10-11 | 2016-10-11 | For the retaining enclosure device of Bars In Poured Concrete Slab mechanics properties testing in frame structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206223382U true CN206223382U (en) | 2017-06-06 |
Family
ID=58782423
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621113222.5U Withdrawn - After Issue CN206223382U (en) | 2016-10-11 | 2016-10-11 | For the retaining enclosure device of Bars In Poured Concrete Slab mechanics properties testing in frame structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206223382U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106353055A (en) * | 2016-10-11 | 2017-01-25 | 昆山市建设工程质量检测中心 | Impoundment enclosure device for detecting mechanical property of cast-in-place slabs in frame structure |
-
2016
- 2016-10-11 CN CN201621113222.5U patent/CN206223382U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106353055A (en) * | 2016-10-11 | 2017-01-25 | 昆山市建设工程质量检测中心 | Impoundment enclosure device for detecting mechanical property of cast-in-place slabs in frame structure |
| CN106353055B (en) * | 2016-10-11 | 2018-09-25 | 昆山市建设工程质量检测中心 | Water storage enclosure device for Bars In Poured Concrete Slab mechanics properties testing in frame structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207662747U (en) | Test the CYCLIC LOADING system of pile-soil interaction power in foundation construction construction | |
| CN206223382U (en) | For the retaining enclosure device of Bars In Poured Concrete Slab mechanics properties testing in frame structure | |
| CN106353055B (en) | Water storage enclosure device for Bars In Poured Concrete Slab mechanics properties testing in frame structure | |
| CN206539046U (en) | China Democratic National Construction Association house floor levels hole provisional protection column | |
| CN206469899U (en) | A kind of science of bridge building bridge search equipment support | |
| CN206665885U (en) | A kind of cheese device with retainer | |
| CN205502055U (en) | A buried bolt structure in advance for tower crane foundation location | |
| CN104612166B (en) | The combination supporting device of a kind of supporting hole wall and method for protecting support | |
| CN205952242U (en) | Dress welds bed -jig arrangement structure of platform | |
| CN204788387U (en) | Portable bridge surveying instrument | |
| CN202897213U (en) | Medical head mast overall packaging device | |
| CN208970189U (en) | The fixation device of reactor upper-part in-reactor component | |
| CN207499389U (en) | Outrigger protective device | |
| CN203283648U (en) | Bent glass transportation frame | |
| CN206362271U (en) | A kind of portable multifunctional combined type sampling square frame for field study | |
| CN203229337U (en) | Lorry crane | |
| CN207313010U (en) | A kind of air hose hanging apparatus | |
| CN205331718U (en) | Visibility meter support | |
| CN207513144U (en) | A kind of steel fixes scaffold base device | |
| CN207034636U (en) | Support and cylinder package | |
| CN206544188U (en) | A kind of robot clamp aluminium section bar main frame structure part | |
| CN206554130U (en) | Support pile detection means | |
| CN206051264U (en) | A kind of one side tilting steel structure hoisting instrument | |
| CN207263942U (en) | A kind of storage tank, container ray detection car | |
| CN205483473U (en) | Inspection shaft safety net testing arrangement |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20170606 Effective date of abandoning: 20180925 |
|
| AV01 | Patent right actively abandoned |