CN208505408U - Cast-in-place pile concrete uses measuring device - Google Patents

Abstract

The utility model discloses a kind of cast-in-place pile concretes to use measuring device, major design main points are, concrete for measuring in priming concrete pile hole pours fluence, including casing, casing is tubulose, and casing is vertically arranged in the upper end of priming concrete pile hole, offers discharge outlet on the side wall of the casing, discharge outlet is located at the top on ground, is equipped with flowmeter at discharge outlet；Cast-in-place pile concrete is used to measure the difference in height of mud and concrete in casing using the vertical depth measurement device that measuring device further includes for being inserted in casing, the depth measurement device.The utility model has the advantages that measure priming concrete pile hole inner concrete actual use amount.

Description

Cast-in-place pile concrete uses measuring device

Technical field

The utility model relates to cast-in-place pile concrete usage amounts to calculate field, in particular to a kind of cast-in-place pile concrete uses Measuring device.

Background technique

Relatively more for the usage amount of concrete in architectural engineering, concrete casting usually has hand haulage, mechanical hoisting Transport and pumping transport.For cast-in-place concrete pile in perfusion, by first excavating priming concrete pile hole, set in the upper end of priming concrete pile hole It is equipped with casing.By the concrete perfusion into casing, to make to form bored concrete pile in priming concrete pile hole.

But the typically directly concrete perfusion into fill orifice during filling concrete, but filling can not be measured Infuse the concrete usage amount of stake.

Utility model content

In view of the deficienciess of the prior art, the purpose of this utility model is to provide a kind of cast-in-place pile concrete usage amounts Measuring device has the advantages that measure priming concrete pile hole inner concrete actual use amount.

The above-mentioned technical purpose of the utility model has the technical scheme that

A kind of cast-in-place pile concrete uses measuring device, and the concrete for measuring in priming concrete pile hole pours fluence, including Casing, casing are tubulose, and casing is vertically arranged in the upper end of priming concrete pile hole, and discharge outlet is offered on the side wall of the casing, row The mouth of a river is located at the top on ground, is equipped with flowmeter at discharge outlet；Cast-in-place pile concrete further includes being used for using measuring device The vertical depth measurement device being inserted in casing, the depth measurement device are used to measure the height of mud and concrete in casing It is poor to spend.

By using above-mentioned technical proposal, in use, staff first surveys from the top insertion depth measuring device of lid The depth for measuring mud, is then added concrete in the priming concrete pile hole into casing, after the completion of filling concrete, reuse depth Measuring device measures the difference in height of concrete and mud, and during concrete is added, and mud is by being mounted on draining Flowmeter at mouthful calculates, to make to calculate perfusion jointly by the mud amount and mud of outflow and the difference in height of concrete The concrete actual use amount of stake.

The utility model is further arranged to: lid is stamped above the casing, lid is used to be covered with the top of casing It is open, is provided with conduit in the middle part of lid, conduit is inserted into priming concrete pile hole, and conduit is for coagulation to be perfused into priming concrete pile hole Soil.

By using above-mentioned technical proposal, the top of casing by being covered with lid, on the one hand using conduit make concrete from Concrete is added in the bottom of priming concrete pile hole, on the other hand prevents mud from flowing out from the top of casing.

The utility model is further arranged to: the depth measurement device includes measurement pipe, and measurement pipe passes through lid, measurement Pipe is transparent pipe, and measurement pipe lower end is provided with switch block, and switch block is used to open or closes the lower port of measurement pipe.

By using above-mentioned technical proposal, measurement pipe uses transparent pipe, and measurement pipe is inserted vertically into priming concrete pile hole, passes through The switch block of measurement pipe lower end is set, measurement pipe is made to measure the height of mud at a distance from lid.

The utility model is further arranged to: the switch block includes axis and the lower end-stopping plate that measurement pipe is arranged in, Through-hole is offered on baffle, the lower end of axis is provided with baffle, and in measurement pipe, the baffle turns axis revolving support with axis When dynamic, baffle is openable or closes through-hole.

By using above-mentioned technical proposal, axis revolving support at the middle part of measurement pipe, middle shaft rotation, by baffle with Through-hole closes through-hole to baffle when corresponding to；When baffle and through-hole misplace, baffle opens through-hole.

The utility model is further arranged to: the upper end of the axis is stretched out outside measurement pipe, and the upper end setting of axis There is handle.

Facilitate staff's rotation central axis by the way that the measurement pipe of axis upper end is arranged in by using above-mentioned technical proposal.

The utility model is further arranged to: there are two the through hole center is symmetrical arranged, baffle is correspondingly arranged with through-hole There are two.

By using above-mentioned technical proposal, through hole center increases the flow area of through-hole there are two being symmetrical arranged.

The utility model is further arranged to: in the measurement pipe along its length on be provided with scale.

By using above-mentioned technical proposal, scale is provided in measurement pipe, by scale convenient reading measurement pipe The depth of mud.

The utility model is further arranged to: the measurement pipe is made of rubber material.

By using above-mentioned technical proposal, measurement pipe is arranged to rubber material, improves the service life of measurement pipe.

In conclusion the utility model has the following beneficial effects:

1. by the flowmeter being arranged on casing and the test measurement device for measuring depth of mud, to make its meter Calculate the concrete actual use amount of bored concrete pile；

2. depth measurement device is inserted into from the top of lid by the switch block that measurement pipe lower end is arranged in, it is convenient Read the depth of mud.

Detailed description of the invention

Fig. 1 is the perspective view that cast-in-place pile concrete uses measuring device；

Fig. 2 is the cross-sectional view in the direction Figure 1A-A；

Fig. 3 is the portion the B enlarged drawing of Fig. 2；

Fig. 4 is the perspective view of measurement pipe；

Fig. 5 is the perspective view of axis.

Appended drawing reference: 1, casing；2, priming concrete pile hole；3, discharge outlet；4, flowmeter；5, lid；6, conduit；7, depth measurement Device；71, measurement pipe；72, switch block；721, baffle；722, through-hole；723, axis；724, baffle；725, handle.

Specific embodiment

The utility model is described in further detail below in conjunction with attached drawing.The wherein identical attached drawing of identical components Label indicates.It should be noted that word "front", "rear" used in the following description, "left", "right", "up" and "down" refer to It is the direction in attached drawing 1, word " bottom surface " and " top surface ", "inner" and "outside" are referred respectively to towards or away from particular elements geometry The direction at center.

A kind of cast-in-place pile concrete uses measuring device, and with reference to Fig. 1 and Fig. 2, including casing 1, casing 1 is tubulose, shield The top and bottom of cylinder 1 are open, and casing 1 is vertically installed at the upper end in priming concrete pile hole 2, is used to support in priming concrete pile hole 2 Inner wall.Mud is had in priming concrete pile hole 2 in digging process, depth of mud is lower than the highest point of casing 1.

With reference to Fig. 2, discharge outlet 3 is offered on the side wall of casing 1, discharge outlet 3 is located at the top on ground, and in discharge outlet Flowmeter 4 is connected on 3.The aperture position on 1 top of casing is provided with lid 5, and lid 5 is used to be covered with the opening of 1 upper end of casing, The centre of lid 5 is equipped with conduit 6, and conduit 6 is vertically positioned in priming concrete pile hole 2.It is perfused by conduit 6 into priming concrete pile hole 2 mixed Solidifying soil flows out the mud in priming concrete pile hole 2 from discharge outlet 3, and obtains the mud amount of discharge by flowmeter 4.

Referring to figs. 2 and 3, depth measurement device 7 is additionally provided on lid 5, test measurement device includes measurement pipe 71 With switch block 72, measurement pipe 71 is transparent rubber material, and measurement pipe 71 passes vertically through lid 5, and the setting of switch block 72 exists 71 lower end of measurement pipe.Switch block 72 includes axis 723 and baffle 721.In conjunction with Fig. 4, baffle 721 is got lodged under measurement pipe 71 It holds, offers through-hole 722 on baffle 721, there are two 722 center symmetric settings of through-hole.

With reference to Fig. 3 and Fig. 5, for 723 revolving support of axis in measurement pipe 71,723 lower end of axis is provided with baffle 724, Baffle 724 is corresponding with through-hole 722, and baffle 724 can open or close through-hole 722 when rotating with axis 723.It surveys Also along offering scale on the length direction of measurement pipe 71 on buret 71.

With reference to Fig. 5, in order to facilitate the rotation of axis 723, the upper end of axis 723 reaches the outside of measurement pipe 71, and It is additionally provided with handle 725 in the upper end of axis 723, rotates axis 723 by rotating handle 725.

Cast-in-place pile concrete uses measuring device use process:

1. the upper end of priming concrete pile hole 2 is arranged in casing 1, in 1 upper cover upper cover body 5 of casing；Conduit 6 is inserted at the middle part of lid 5；

2. from the top insertion depth measuring device 7 of lid 5, rotation central axis 723 beats the lower end baffle 724 of measurement pipe 71 Hole 722 is opened, enters mud in measurement pipe 71, rotation central axis 723 makes baffle 724 close the lower end of measurement pipe 71, extracts Depth measurement device 7 reads depth of mud from the side wall of measurement pipe 71；

3. out of conduit 6 into fill orifice stake concrete perfusion, make concrete discharge that mud be discharged from flow, and pass through Flowmeter 4 reads the amount of discharge；

4. being measured again from the top insertion depth measuring device 7 of lid 5 to the depth of concrete, thus logical The reading of the depth difference and flowmeter 4 of crossing concrete and former mud obtains the usage amount of cast-in-place pile concrete.

This specific embodiment is only the explanation to the utility model, is not limitations of the present invention, ability Field technique personnel can according to need the modification that not creative contribution is made to the present embodiment after reading this specification, but As long as all by the protection of Patent Law in the scope of the claims of the utility model.

Claims (8)

1. a kind of cast-in-place pile concrete uses measuring device, fluence is poured for measuring the concrete in priming concrete pile hole (2), including Casing (1), casing (1) are tubulose, and casing (1) is vertically arranged in the upper end of priming concrete pile hole (2), it is characterised in that: the casing (1) it is offered on side wall discharge outlet (3), discharge outlet (3) is located at the top on ground, and discharge outlet is equipped with flowmeter at (3) (4)；Cast-in-place pile concrete using the vertical depth measurement device (7) that measuring device further includes for being inserted in casing (1), The depth measurement device (7) is used to measure the difference in height of casing (1) interior mud and concrete.

2. cast-in-place pile concrete according to claim 1 uses measuring device, it is characterised in that: the casing (1) Top is stamped lid (5), and lid (5) is used to be covered with the upper opening of casing (1), is provided with conduit (6) in the middle part of lid (5), Conduit (6) is inserted into priming concrete pile hole (2), and conduit (6) is used for priming concrete pile hole (2) interior concrete perfusion.

3. cast-in-place pile concrete according to claim 2 uses measuring device, it is characterised in that: the depth measurement dress Setting (7) includes measurement pipe (71), and measurement pipe (71) passes through lid (5), and measurement pipe (71) is transparent pipe, and measurement pipe (71) lower end is set It is equipped with switch block (72), switch block (72) is used to open or closes the lower port of measurement pipe (71).

4. cast-in-place pile concrete according to claim 3 uses measuring device, it is characterised in that: the switch block It (72) include the lower end-stopping plate (721) of axis (723) and setting in measurement pipe (71), baffle offers through-hole on (721) (722), the lower end of axis (723) is provided with baffle (724), and axis (723) revolving support is in measurement pipe (71), the baffle (724) when rotating with axis (723), baffle (724) is openable or closes through-hole (722).

5. cast-in-place pile concrete according to claim 4 uses measuring device, it is characterised in that: the axis (723) Upper end stretch out measurement pipe (71) outside, and the upper end of axis (723) is provided with handle (725).

6. cast-in-place pile concrete according to claim 5 uses measuring device, it is characterised in that: the through-hole (722) There are two center symmetric settings, there are two baffle (724) and through-hole (722) are correspondingly arranged.

7. cast-in-place pile concrete according to claim 6 uses measuring device, it is characterised in that: the measurement pipe (71) On along its length on be provided with scale.

8. cast-in-place pile concrete according to claim 7 uses measuring device, it is characterised in that: the measurement pipe (71) For made of rubber material.