CN207920079U - Clear-water concrete hole to be provided metope - Google Patents
Clear-water concrete hole to be provided metope Download PDFInfo
- Publication number
- CN207920079U CN207920079U CN201721814426.6U CN201721814426U CN207920079U CN 207920079 U CN207920079 U CN 207920079U CN 201721814426 U CN201721814426 U CN 201721814426U CN 207920079 U CN207920079 U CN 207920079U
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- CN
- China
- Prior art keywords
- hole
- shear wall
- liner
- plate
- front side
- 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.)
- Expired - Fee Related
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 26
- 238000010079 rubber tapping Methods 0.000 claims description 4
- 210000000988 bone and bone Anatomy 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 4
- GOLXNESZZPUPJE-UHFFFAOYSA-N spiromesifen Chemical compound CC1=CC(C)=CC(C)=C1C(C(O1)=O)=C(OC(=O)CC(C)(C)C)C11CCCC1 GOLXNESZZPUPJE-UHFFFAOYSA-N 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 230000000903 blocking effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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- Bulkheads Adapted To Foundation Construction (AREA)
- Hydraulic Turbines (AREA)
Abstract
The utility model provides a kind of clear-water concrete hole to be provided metope, belong to construction engineering technical field, its structure includes shear wall and scale cartridge, hole to be provided is offered on the metope of shear wall, hole to be provided penetrates the thickness direction of shear wall in longitudinal direction, framework scale cartridge in hole to be provided, scale cartridge is by top plate, left plate, bottom plate, right plate, which is fixedly connected, constitutes rectangular-box shell, rectangular-box shell front openings, rear openings, the front side end of each flitch keel is respectively arranged with front side aside-liner, rear side end is respectively arranged with rear side aside-liner, front side plain form, back side plain form passes through through to pulling through the gripping shear wall and scale cartridge to pulling through hole bolt of hole channel.The clear-water concrete hole to be provided metope does supporter using scale cartridge, shear wall of precoating, and forms shear wall reserved opening, and scale cartridge sets up scale cartridge interior angle by flitch keel head and supports, and intensity is high, stress stability.
Description
Technical field
The utility model is related to construction engineering technical field, specifically a kind of clear-water concrete hole to be provided metope.
Background technology
In general, in the later stage of Building Construction, have no alternative but sometimes be mostly in the hole to be provided of clear-water concrete
After the molding of clear-water concrete metope, punch to metope, such way had not only destroyed clear-water concrete metope, but also to building
Building body structural mechanics affects.The hole to be provided needed for construction is centainly designed at design initial stage according to construction operation,
Building body template is done for hole to be provided.Hole to be provided template under the prior art is lack of standardization, makes arbitrarily, Stress non-homogeneity causes
Hole is irregular and other security risks.
Invention content
The technical assignment of the utility model is to solve the deficiencies in the prior art, provides a kind of clear-water concrete hole to be provided wall
Face.
The technical solution of the utility model realizes in the following manner, the clear-water concrete hole to be provided metope, structure
Including shear wall and scale cartridge, hole to be provided is offered on the metope of shear wall, hole to be provided penetrates shear wall in longitudinal direction
Thickness direction,
Framework scale cartridge in hole to be provided, scale cartridge are fixedly connected by top plate, left plate, bottom plate, right plate and constitute length
Square box shell, rectangular-box shell front openings, rear openings,
Upper left position flitch keel are provided at the boundary inner corner trim of top plate and left plate,
Upper right position flitch keel are provided at the boundary inner corner trim of top plate and right plate,
Lower-left position flitch keel are provided at the boundary inner corner trim of left plate and bottom plate,
Bottom right position flitch keel are provided at the boundary inner corner trim of right plate and bottom plate,
The front side end point of upper left position flitch keel, upper right position flitch keel, lower-left position flitch keel, bottom right position flitch keel
It is not provided with front side aside-liner, front side aside-liner is arranged at the corner interior angle position of rectangular-box shell front openings, front side end liner
Plane where the leading flank of plate is flush with shear wall leading flank；
The rear side end point of upper left position flitch keel, upper right position flitch keel, lower-left position flitch keel, bottom right position flitch keel
It is not provided with rear side aside-liner, rear side aside-liner is arranged at the corner interior angle position of rectangular-box shell rear openings, rear side end liner
Plane where the trailing flank of plate is flush with shear wall trailing flank；
Front side aside-liner, rear side aside-liner are fixedly connected with the flitch keel end at place by self-tapping screw；
The front side aside-liner of scale cartridge, the interior confining space of rear side aside-liner and upper left position flitch keel, upper right position wood
Bar keel, lower-left position flitch keel, bottom right position flitch keel interior confining space constitute to pulling through hole channel；
Plain form on front side of the leading flank framework of shear wall, the dorsal surface framework back side plain form of shear wall,
Front side plain form, back side plain form by through to pull through hole channel to pull through hole bolt by shear wall with
Scale cartridge grips.
Top plate and bottom plate, left plate, right plate are equal to the thickness of shear wall in the depth length of longitudinal direction.
Shear wall is by pouring exposed concrete.
Rear and front end to pulling through hole bolt is pierced by front side plain form and back side plain form respectively.
Scale cartridge framework hole to be provided on the metope of shear wall.
Between front side plain form, back side plain form and rectangular-box shell front openings, rectangular-box shell rear openings
It is both provided with sponge strip, sponge strip is bonded in rectangular-box shell front openings, in rectangular-box shell rear openings.
Generated advantageous effect is the utility model compared with prior art：
The clear-water concrete hole to be provided metope does supporter using scale cartridge, shear wall of precoating, and it is reserved to form shear wall
Hole, scale cartridge set up scale cartridge interior angle by flitch keel head and support, and intensity is high, stress stability, scale cartridge
Be conducive to add to pulling through hole bolt to pulling through hole channel, facilitate framework early period, the setting side of sponge strip is conducive to the later stage and tears open
Mould.
The clear-water concrete hole to be provided wall surface design is reasonable, simple in structure, safe and reliable, easy to use, easy to maintain, tool
There is good popularizing value.
Description of the drawings
Attached drawing 1 is the cross section structure schematic diagram of the utility model；
Attached drawing 2 is the main structure diagram of the utility model.
Label in attached drawing indicates respectively：
1, shear wall, 2, hole to be provided,
3, scale cartridge,
4, top plate, 5, left plate, 6, bottom plate, 7, right plate,
8, rectangular-box shell front openings, 9, rectangular-box shell rear openings,
10, upper left position flitch keel,
11, upper right position flitch keel,
12, lower-left position flitch keel,
13, bottom right position flitch keel,
14, front side aside-liner, 15, rear side aside-liner, 16, self-tapping screw,
17, to pulling through hole channel,
18, front side plain form, 19, back side plain form,
20, to pulling through hole bolt, 21, sponge strip.
Specific implementation mode
The clear-water concrete hole to be provided metope of the utility model is described in detail below below in conjunction with the accompanying drawings.
As shown in the picture, the clear-water concrete hole to be provided metope of the utility model, structure include shear wall 1 and scale card
Box 3 offers hole to be provided 2 on the metope of shear wall 1, and hole to be provided 2 penetrates the thickness direction of shear wall in longitudinal direction,
Framework scale cartridge 3 in hole to be provided 2, scale cartridge 3 are fixedly connected by top plate 4, left plate 5, bottom plate 6, right plate 7
Composition rectangular-box shell, rectangular-box shell front openings, rear openings,
Upper left position flitch keel 10 are provided at the boundary inner corner trim of top plate 4 and left plate 5,
Upper right position flitch keel 11 are provided at the boundary inner corner trim of top plate 4 and right plate 7,
Lower-left position flitch keel 12 are provided at the boundary inner corner trim of left plate 5 and bottom plate 6,
Bottom right position flitch keel 13 are provided at the boundary inner corner trim of right plate 7 and bottom plate 6,
The front side end point of upper left position flitch keel, upper right position flitch keel, lower-left position flitch keel, bottom right position flitch keel
It is not provided with front side aside-liner 14, front side aside-liner is arranged at the corner interior angle position of rectangular-box shell front openings, front side end
Plane where the leading flank of liner plate is flush with shear wall leading flank；
The rear side end point of upper left position flitch keel, upper right position flitch keel, lower-left position flitch keel, bottom right position flitch keel
It is not provided with rear side aside-liner 15, rear side aside-liner is arranged at the corner interior angle position of rectangular-box shell rear openings, rear side end
Plane where the trailing flank of liner plate is flush with shear wall trailing flank；
Front side aside-liner, rear side aside-liner are fixedly connected with the flitch keel end at place by self-tapping screw 16；
The front side aside-liner of scale cartridge, the interior confining space of rear side aside-liner and upper left position flitch keel, upper right position wood
Bar keel, lower-left position flitch keel, bottom right position flitch keel interior confining space constitute to pulling through hole channel 17；
Plain form 18 on front side of the leading flank framework of shear wall, the dorsal surface framework back side plain form 19 of shear wall,
Front side plain form, back side plain form by through to pull through hole channel to pulling through hole bolt 20 by shear wall
It is gripped with scale cartridge.
Top plate and bottom plate, left plate, right plate are equal to the thickness of shear wall in the depth length of longitudinal direction.
Shear wall is by pouring exposed concrete.
Rear and front end to pulling through hole bolt is pierced by front side plain form and back side plain form respectively.
Scale cartridge framework hole to be provided on the metope of shear wall.
Between front side plain form, back side plain form and rectangular-box shell front openings, rectangular-box shell rear openings
It is both provided with sponge strip, sponge strip is bonded in rectangular-box shell front openings, in rectangular-box shell rear openings.
The set aside pre-embedded of the clear-water concrete hole to be provided metope is processed：Architectural engineering should have more each in clear water structure
Class hole to be provided and electromechanical end, the clear-water concrete hole to be provided metope using the scheme for making liner plate ensure all kinds of electromechanical ends or
The installation effect at hole.
Following main points are should be noted during installation set aside pre-embedded work is carried out：
Forbid to carry out any mark in plain form and scrawl；
When other built-in fittings such as fixed back box, reinforces fixation and forbid within the scope of clear water；
After plain form is in place, forbid to carry out any electric welding and cutting operation, such as operation must be carried out because changing other
When, the insulation blocking measure to plain form need to be carried out, avoids pollution from destroying plain form, and before getting angry, it is necessary to report project
Portion can carry out operation after agreeing to.
Claims (6)
1. clear-water concrete hole to be provided metope, it is characterised in that including shear wall and scale cartridge, opened on the metope of shear wall
Equipped with hole to be provided, hole to be provided penetrates the thickness direction of shear wall in longitudinal direction,
Framework scale cartridge in hole to be provided, scale cartridge are fixedly connected by top plate, left plate, bottom plate, right plate and constitute rectangular-box
Shell, rectangular-box shell front openings, rear openings,
Upper left position flitch keel are provided at the boundary inner corner trim of top plate and left plate,
Upper right position flitch keel are provided at the boundary inner corner trim of top plate and right plate,
Lower-left position flitch keel are provided at the boundary inner corner trim of left plate and bottom plate,
Bottom right position flitch keel are provided at the boundary inner corner trim of right plate and bottom plate,
Upper left position flitch keel, upper right position flitch keel, lower-left position flitch keel, bottom right position flitch keel front side end set respectively
It is equipped with front side aside-liner, front side aside-liner is arranged at the corner interior angle position of rectangular-box shell front openings, front side aside-liner
Plane where leading flank is flush with shear wall leading flank；
Upper left position flitch keel, upper right position flitch keel, lower-left position flitch keel, bottom right position flitch keel rear side end set respectively
It is equipped with rear side aside-liner, rear side aside-liner is arranged at the corner interior angle position of rectangular-box shell rear openings, rear side aside-liner
Plane where trailing flank is flush with shear wall trailing flank；
Front side aside-liner, rear side aside-liner are fixedly connected with the flitch keel end at place by self-tapping screw；
The front side aside-liner of scale cartridge, the interior confining space of rear side aside-liner and upper left position flitch keel, upper right position flitch dragon
Bone, lower-left position flitch keel, bottom right position flitch keel interior confining space constitute to pulling through hole channel；
Plain form on front side of the leading flank framework of shear wall, the dorsal surface framework back side plain form of shear wall,
Front side plain form, back side plain form by through to pull through hole channel to pulling through hole bolt by shear wall and scale
Cartridge grips.
2. clear-water concrete hole to be provided metope according to claim 1, it is characterised in that：Top plate and bottom plate, left plate, the right side
Side plate is equal to the thickness of shear wall in the depth length of longitudinal direction.
3. clear-water concrete hole to be provided metope according to claim 1, it is characterised in that：Shear wall is poured by clear-water concrete
It builds.
4. clear-water concrete hole to be provided metope according to claim 1, it is characterised in that：To pulling through two before and after the bolt of hole
End is pierced by front side plain form and back side plain form respectively.
5. clear-water concrete hole to be provided metope according to claim 1, it is characterised in that：Wall of the scale cartridge in shear wall
Framework hole to be provided on face.
6. clear-water concrete hole to be provided metope according to claim 1, it is characterised in that：Front side plain form, back side are clear
It is both provided with sponge strip between water template and rectangular-box shell front openings, rectangular-box shell rear openings, sponge strip is bonded in
In rectangular-box shell front openings, rectangular-box shell rear openings.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721814426.6U CN207920079U (en) | 2017-12-22 | 2017-12-22 | Clear-water concrete hole to be provided metope |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721814426.6U CN207920079U (en) | 2017-12-22 | 2017-12-22 | Clear-water concrete hole to be provided metope |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207920079U true CN207920079U (en) | 2018-09-28 |
Family
ID=63607083
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721814426.6U Expired - Fee Related CN207920079U (en) | 2017-12-22 | 2017-12-22 | Clear-water concrete hole to be provided metope |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207920079U (en) |
-
2017
- 2017-12-22 CN CN201721814426.6U patent/CN207920079U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180928 |