CN206801004U - Lead wall and pour mould - Google Patents
Lead wall and pour mould Download PDFInfo
- Publication number
- CN206801004U CN206801004U CN201720654414.5U CN201720654414U CN206801004U CN 206801004 U CN206801004 U CN 206801004U CN 201720654414 U CN201720654414 U CN 201720654414U CN 206801004 U CN206801004 U CN 206801004U
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- CN
- China
- Prior art keywords
- flow distribution
- mould
- form board
- distribution plate
- guide wall
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Abstract
Wall is led the utility model discloses one kind and pours mould, and its drip irrigation device is to include shunting mould and guide wall form board, and space is there are between guide wall form board and natural ground；Shunt mould to be arranged on guide wall form board, shunting mould includes two supports and rack-mount two flow distribution plates being oppositely arranged, it is characterised in that：Support is triangular structure, two flow distribution plates are separately fixed on the relative hypotenuse of former and later two supports, two flow distribution plate upper ends abut to form concrete shunting zone, flow distribution plate is extended downward into above space between guide wall form board and natural ground, has reached the more uniform both sides that are cast in of concrete leading purpose in the space between wall and natural ground.
Description
Technical field
A kind of concreting field is the utility model is related to, the wall of leading of more particularly to a kind of diaphram wall pours mould
Tool.
Background technology
With the horizontal gradual intensification of Process of Urbanization Construction, city is growing day by day to the demand of building, construction technology and construction
Quality is also widely paid close attention to by people.The requirement that diaphram wall is built in work progress is very high.Diaphram wall
Grooving first will first construct and lead wall, lead wall be ensure diaphram wall position accurately and grooving quality key, thus must be conscientiously
Design and construction, just can guarantee that the accurate construction of diaphram wall.
Existing wall of leading pours mould, as shown in figure 1, it includes guide wall form board 2, guide wall form board 2 is fixed on nature ground 1
On deep trouth in, the support column 21 communicated more with length is fixed between guide wall form board 2, guide wall form board 2 and natural ground 1 it
Between have space 11.
Existing wall of leading pours mould at work, and guide wall form board 2 is arranged in the deep trouth on nature ground 1 first,
Then along the casting concrete of space 11 between guide wall form board 2 and natural ground 1, formed after pouring maintenance and lead wall.
But existing wall casting process of leading is first to pour side to lead wall, after-pouring opposite side is led wall, poured despite layering
, can be to guide wall form board 2 when building, but accumulation is formed between guide wall form board 2 and natural ground 1 due to concrete in casting process
Produce towards the pressure for not pouring side, the guide wall form board 2 for first pouring side easily shifts to the side of after-pouring, finally
The perpendicularity of wall can be caused larger deviation occur, influence integral construction quality, may be because being produced leading the deviation of wall when serious
Raw major accident.
Utility model content
The purpose of this utility model, which is to provide one kind, to be led wall and pours mould, and its advantage is that use leads wall and pours splitter box to leading
When wall is poured, it is divided into the concrete of whereabouts is more uniform two parts and slides downwards, makes leading wall and can pouring simultaneously for both sides,
The perpendicularity for leading wall is not interfered with.
Above-mentioned technical purpose of the present utility model technical scheme is that：One kind leads wall and pours mould
Tool, it is characterised in that：Including shunting mould and guide wall form board, space is there are between guide wall form board and natural ground；Divergent die
Tool is arranged on guide wall form board, and shunting mould includes two supports and rack-mount two flow distribution plates being oppositely arranged,
Support is triangular structure, and two flow distribution plates are separately fixed on the relative hypotenuse of former and later two supports, the shape between two supports
Into two inclined-planes of inverted V-shaped；Two flow distribution plate upper ends abut to form concrete shunting zone, and flow distribution plate extends downward into guide wall form board
Above space between natural ground.
By using above-mentioned technical proposal, when being poured to leading wall, concrete above flow distribution plate by sliding, through undue
Flowing plate shunts, and concrete can be distinguished into two parts with more uniform process concrete shunting and slide to lower section, so that both sides
Lead wall while poured, the pressure of both sides suffered by guide wall form board is identical, will not shift, and ensure that the perpendicularity for leading wall.
Preferably, support includes external frame, main support rod and two secondary support bars, external frame is in isosceles triangle knot
Structure, including base and two hypotenuses；Main support rod one end is fixed on the middle position on base, and the other end, which upwardly extends, to be fixed on
The position of external frame drift angle；Secondary support bar one end is fixed on the position that main support rod is connected with base, and the other end is fixed on tiltedly
Bian Shang, two secondary support bars are symmetrical arranged.
By using above-mentioned technical proposal, external frame is by base and the triangle structure of hypotenuse, main support rod level pair
External frame is further divided into smaller triangular structure by support bar in outside lower portion, support is had higher stabilization
Property.
Preferably, two flow distribution plates are separately fixed on two hypotenuses of external frame, flow distribution plate is between two supports
Formed and tilted towards the space between guide wall form board and natural ground.
By using such scheme, flow distribution plate is plugged on neck, forms the angle tilted down, and the flow distribution plate of both sides
Angle of inclination is identical, from the concrete slid directly over concrete shunting zone can be uniformly split into two parts then again to
Lower landing.
Preferably, the junction of flow distribution plate and hypotenuse, multiple fixture blocks have been equidistantly positioned along flow distribution plate short transverse；Hypotenuse
On along the corresponding fixture block of short transverse is equidistant offer multiple necks, flow distribution plate is connected in the neck of hypotenuse by fixture block.
By using such scheme, for flow distribution plate under the percussion by concrete, can be very firm be fixed on is oblique
Bian Shang, it will not occur to loosen because of impulsive force and influence the fitting of concrete shunting zone at two flow distribution plate abuttings.
Including the auxiliary tank of side mounted thereto preferably, leading wall and pouring mould, auxiliary tank includes receiving slit and guiding gutter,
Guiding gutter one end is fixed on below receiving slit, another to be erected at directly over shunting mould, guiding gutter both sides along its length two
It is relative in individual side wall to offer two discharging openings.
By using such scheme, concrete is poured onto lead wall and pour on mould when, can be more easily by coagulation
Soil is poured downwards by concrete shunting zone.
In summary, the utility model has the advantages that：Carry out leading wall when pouring, concrete is put down by splitter box
Be divided into two parts and then slide downwards between guide wall form board and natural ground can in space, make guide wall form board both sides by
The pressure arrived is identical, and guide wall form board will not be subjected to displacement, and ensure that the perpendicularity for leading wall.
Brief description of the drawings
Fig. 1 is that existing wall of leading pours mould schematic diagram；
Fig. 2 is originally to lead the structural representation that wall pours mould；
Fig. 3 is the structural representation for shunting mould；
Fig. 4 is the structural representation of embodiment two；
Fig. 5 is the connection diagram of deflector and support；
Fig. 6 is the structural representation of embodiment three.
Reference：1st, natural ground；11st, space；2nd, guide wall form board；21st, support column；3rd, mould is shunted；31st, concrete
Shunting zone；4th, support；41st, external frame；411st, base；412nd, hypotenuse；42nd, main support rod；43rd, secondary support bar；44th, neck；
5th, flow distribution plate；51st, fixture block；6th, auxiliary tank；61st, receiving slit；62nd, guiding gutter；621st, discharging opening.
Embodiment
The utility model is described in further detail below in conjunction with accompanying drawing.Wherein identical parts identical accompanying drawing
Mark represents.It should be noted that the word "front", "rear", "left", "right", the "up" and "down" that are used below in description refer to
It is the direction in accompanying drawing, word " bottom surface " and " top surface ", " interior " and " outer " are referred respectively to towards or away from particular elements geometry
The direction at center.
Embodiment one：
As shown in Figures 2 and 3, one kind leads wall and pours mould, and it includes shunting mould 3 and guide wall form board 2.Guide wall form board 2
It is fixed in the deep trouth on nature ground 1, space 11 between guide wall form board 2 and natural ground is present, shunting mould 3, which is arranged on, leads wall
The top of template 2.Shunting mould 3 includes former and later two supports 4 and two flow distribution plates 5, and support 4 is triangular structure, two points
Flowing plate 5 is separately fixed on the relative hypotenuse of former and later two supports 4, and concrete shunting is formed at two upper end abuttings of flow distribution plate 5
Area 31, and flow distribution plate 5 extends downward into the top of space 11 along the hypotenuse direction of support 1.
It is in isosceles triangle that frame 4, which includes external frame 41, presides over strut 42 and two secondary support bars 43, external frame 41,
Structure, it includes base 411 and two hypotenuses 412；Main support rod 42 is fixed on the middle position on base 411, and prolongs upwards
Stretch and be fixed on the corner position of external frame 41；Secondary one end of support bar 43 is fixed on the position that main support rod 42 is connected with base 411,
The other end is fixed on hypotenuse 412, and two secondary support bars 43 are symmetrical arranged.
By main support rod 42 and two secondary support bars 43, external frame 41 is further divided into multiple smaller
Triangular structure, further improve the stability of support 4.
Flow distribution plate 5 is rectangular configuration, and two flow distribution plates 5 are separately fixed at two of two external frames 41 being oppositely arranged
On hypotenuse 412, flow distribution plate 5 formd between two supports 4 towards between guide wall form board 2 and natural ground 1 space 11 it is oblique
Face.
When leading wall concreting work, shunting mould 3 is first arranged on the top of guide wall form board 2, then by concrete
Topple over downwards from the concrete shunting zone 31 at two abuttings of flow distribution plate 5, concrete is slid to leading wall downwards along flow distribution plate 5
In space 11 between template 2 and natural ground 1；Now guide wall form board 2 is grown simultaneously by relative power, is led so as to avoid
Wall is inclined to certain side and is subjected to displacement inclination, ensure that the perpendicularity of template, while ensure that the construction perpendicularity for leading wall, further
Improve integral construction quality.
Embodiment two：
As shown in Figure 4 and Figure 5, with being in place of the difference of embodiment one, the both ends of flow distribution plate 5 and the junction of hypotenuse 412,
Multiple fixture blocks 51 have been equidistantly positioned along the short transverse of flow distribution plate 5；On neck 44, be provided with corresponding with fixture block 51 is multiple
Neck 44, the lower end closed of neck 44, flow distribution plate 5 are plugged in neck 44 by fixture block 51.
Due to flow distribution plate 5 can by downward pressure and along inclined direction when concrete is poured active force, it is long
The junction of two pieces of flow distribution plates 5 and support 4 can loosen after time use, can be with by above-mentioned setting so as to produce skew
Flow distribution plate 5 is set to be stably fixed on support 4.
Embodiment three：
As shown in fig. 6, with being in place of the difference of embodiment one, there is auxiliary tank 6 leading wall and pouring to set up above mould, its
Including receiving slit 61 and guiding gutter 62.The one end of guiding gutter 62 is fixed on the lower end of receiving slit 61, and is connected with receiving slit 61, water conservancy diversion
The other end of groove 62 is reverse V-shaped opening, and is erected at shunting mould 3 upper end.Phase in two side walls of guiding gutter 62 along its length
To offering two discharging openings 621, the shape size of two discharging openings 621, position are identical.
Poured at work due to needing to pour concrete by leading wall directly over mould, manual operation inconvenience is held
Error is also easy to produce, and then potentially affects the position of guide wall form board 2, so by such scheme, concrete can be poured and is filled in
In auxiliary tank 6, directly poured in the top of concrete shunting zone 31 by the guiding concrete of auxiliary tank 6, it is not easy to produce on position
Error, further ensured the uniform of the both sides stress of guide wall form board 2.
This specific embodiment is only that it is not to limitation of the present utility model, ability to explanation of the present utility model
Field technique personnel can make the modification of no creative contribution to the present embodiment as needed after this specification is read, but
As long as all protected in right of the present utility model by Patent Law.
Claims (6)
1. one kind leads wall and pours mould, it is characterised in that：Including shunting mould（3）And guide wall form board（2）, guide wall form board（2）With
Natural ground（1）Between there are space（11）；Shunt mould（3）Installed in guide wall form board（2）On, shunt mould（3）Including
Two supports being oppositely arranged（4）And installed in support（4）On two flow distribution plates（5）, support（4）For triangular structure, two
Individual flow distribution plate（5）It is separately fixed at former and later two supports（4）On relative hypotenuse, in two supports（4）Between formed inverted V-shaped two
Individual inclined-plane；Two flow distribution plates（5）Upper end abuts to form concrete shunting zone（31）, flow distribution plate（5）Extend downward into guide wall form board
（2）With natural ground（1）Between space（11）Top.
2. wall according to claim 1 of leading pours mould, it is characterised in that：Described support（4）Including external frame
（41）, main support rod（42）And two secondary support bars（43）, external frame（41）In isosceles triangular structure, including base
（411）And two hypotenuses（412）；Main support rod（42）One end is fixed on base（411）Middle position, the other end prolongs upwards
Stretch and be fixed on external frame（41）Corner position；Secondary support bar（43）One end is fixed on main support rod（42）With base（411）Even
The position connect, the other end are fixed on hypotenuse（412）On, two secondary support bars（43）It is symmetrical arranged.
3. wall according to claim 2 of leading pours mould, it is characterised in that：Two described flow distribution plates（5）Fix respectively
External frame（41）Two hypotenuses（412）On, flow distribution plate（5）In two supports（4）Between formed towards guide wall form board（2）With
Natural ground（1）Between space（11）Inclined-plane.
4. wall according to claim 3 of leading pours mould, it is characterised in that：Described flow distribution plate（5）With hypotenuse（412）'s
Junction, multiple fixture blocks are equidistantly positioned along the short transverse of flow distribution plate 5（51）；Hypotenuse（412）On along short transverse relativity
Fixture block（51）It is equidistant to offer multiple necks（44）, flow distribution plate（5）Pass through fixture block（51）It is plugged on neck（44）On.
5. wall according to claim 1 of leading pours mould, it is characterised in that：Including installed in shunting mould（3）Top
Auxiliary tank（6）, auxiliary tank（6）Including receiving slit（61）And guiding gutter（62）, guiding gutter（62）One end is fixed on receiving slit（61）
Lower section, the other end are connected to shunting mould（3）Surface.
6. wall according to claim 5 of leading pours mould, it is characterised in that：Described guiding gutter（62）Both sides are along length side
To two side walls on offer discharging opening（621）, two discharging openings（621）It is oppositely arranged.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720654414.5U CN206801004U (en) | 2017-06-06 | 2017-06-06 | Lead wall and pour mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720654414.5U CN206801004U (en) | 2017-06-06 | 2017-06-06 | Lead wall and pour mould |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206801004U true CN206801004U (en) | 2017-12-26 |
Family
ID=60744959
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720654414.5U Expired - Fee Related CN206801004U (en) | 2017-06-06 | 2017-06-06 | Lead wall and pour mould |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206801004U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110777812A (en) * | 2019-11-12 | 2020-02-11 | 中国十七冶集团有限公司 | Symmetrical backfill construction method for two sides of power channel foundation pit |
-
2017
- 2017-06-06 CN CN201720654414.5U patent/CN206801004U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110777812A (en) * | 2019-11-12 | 2020-02-11 | 中国十七冶集团有限公司 | Symmetrical backfill construction method for two sides of power channel foundation pit |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171226 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |