CN106759958B - Hypogee waterproof construction, construction method and the building of wall are temporarily protected with assembled - Google Patents

Hypogee waterproof construction, construction method and the building of wall are temporarily protected with assembled Download PDF

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Publication number
CN106759958B
CN106759958B CN201611083221.5A CN201611083221A CN106759958B CN 106759958 B CN106759958 B CN 106759958B CN 201611083221 A CN201611083221 A CN 201611083221A CN 106759958 B CN106759958 B CN 106759958B
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CN
China
Prior art keywords
wall
boundary
bed course
elastic water
side wall
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CN201611083221.5A
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Chinese (zh)
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CN106759958A (en
Inventor
王新
林海侠
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Beijing Oriental Yuhong Waterproof Technology Co Ltd
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Beijing Oriental Yuhong Waterproof Technology Co Ltd
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Priority to CN201611083221.5A priority Critical patent/CN106759958B/en
Publication of CN106759958A publication Critical patent/CN106759958A/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/66Sealings
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/66Sealings
    • E04B1/665Sheets or foils impervious to water and water vapor
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/66Sealings
    • E04B1/68Sealings of joints, e.g. expansion joints
    • E04B1/6806Waterstops

Abstract

The invention belongs to hypogee turning waterproof technique apparatus fields; more particularly, to a kind of hypogee waterproof construction, construction method and building for temporarily protecting wall with assembled; including being laid on ground for protecting the bed course of structure base slab; the bed course boundary is equipped with boundary and leads wall; the boundary, which leads to be provided on wall, is used to support casting, the interim protection wall removed after the completion of casting for casting concrete;The bed course and the boundary lead wall cooperation and constitute the inner corner trim for surrounding hypogee turning, elastic water-proof felt is equipped in the inner corner trim, the elastic water-proof felt is laid with one end mask on bed course, the other end extends to boundary and leads between wall and interim protection wall and be fixed on the upper surface that wall is led on boundary, structural wall is equipped on the upside of the bed course, the structural wall includes the structure side wall that structure base slab on the upside of elastic water-proof felt is arranged in and interim protection side within the walls is arranged in, the structure base slab is connect in one with the structure side wall, the structure side wall and the connection external corner at structure bottom correspond to bed course and lead the inner corner trim that wall is connect with boundary.

Description

Temporarily protected with assembled the hypogee waterproof construction of wall, construction method and Building
Technical field
The invention belongs to hypogee bottoms and metope corner waterproof technique field, have assembled more particularly, to one kind Hypogee waterproof construction, construction method and the building of interim protection wall.
Background technique
At present in building construction process, building external corner part waterproof located underground is always a problem, especially The bottom plate of lower part and the external corner part waterproof of side wall coupling part.At present during casting or assembling side wall and bottom surface, It is generally gone along with sb. to guard him using masonry walls, plays the role of retaining wall.Masonry walls are also used in one in waterproof construction after later period landfill Periphery protection structure.For waterproof layer, the incorrect design or maloperation of brick wall body, waterproof layer are clipped in brick protection Scratching perforating wound between wall and structure side wall is the main reason for causing side wall percolating water;In the investigation of leakage of underground engineering water, side wall Percolating water is serious, wherein permanently protection wall and waterproof roll lap-joint, is the main node position for generating side wall percolating water.Underground Mutual stress is bigger for brick permanently leading between wall and structure side wall in engineering system, causes structure side flagpole and structure base slab Flat facade lap-joint malformation maximum, most easy recurring structure destroys, and directly affects the function of waterproof.And brick protection wall Protective effect opposite concrete structure side wall for, play the role of and little, and its brick is easy in extraneous stress Lower loosening, with waterproof layer impact wreckage waterproof.And increase economic input using brick wall is built, increase working hour, is advocated in existing Greening and environmental protection, it is energy-efficient not to be inconsistent.
Summary of the invention
Cause side wall leak to make up above-mentioned masonry walls, masonry walls economic input is high, waste of time, it is permanent protect wall with Stress is big between structure side wall, easily damaged waterproof roll, leads to the defect of infiltration leak, and response green is environmentally friendly, energy-efficient The theory of architectural development, the present invention propose a kind of hypogee waterproof construction that wall is temporarily protected with assembled, construction method And the building with the structure.
A kind of hypogee waterproof construction for temporarily protecting wall with assembled, including be laid on ground for protecting knot The bed course of structure bottom plate, the bed course boundary are equipped with boundary and lead wall, and the boundary is led to be provided on wall and is used for for casting concrete Support casting, the interim protection wall removed after the completion of casting;The bed course is led wall cooperation composition encirclement underground with the boundary and is built The inner corner trim at turning is built, is equipped with elastic water-proof felt in the inner corner trim, the elastic water-proof felt is laid with one end mask on bed course, another End extends to boundary and leads between wall and interim protection wall and be fixed on the upper surface that wall is led on boundary, is equipped with structure on the upside of the bed course Wall, the structural wall include the knot that structure base slab on the upside of elastic water-proof felt is arranged in and interim protection side within the walls is arranged in Structure side wall, the structure base slab are connect in one, the connection external corner of the structure side wall and structure base slab with the structure side wall It corresponds to bed course and leads the inner corner trim that wall is connect with boundary.
Further, the inner corner trim position is additionally provided with additional backplate, and the additional backplate is arranged on the outside of elastic water-proof felt, And one end of additional backplate extends to boundary and leads between wall and elastic water-proof felt, the other end extends on bed course.
It further, further include the structural wall being arranged in above waterproof layer, the structural wall includes being arranged in structure base slab The structure base slab of upside and the structure side wall that interim protection side within the walls is set, the structure base slab and the structure side wall In integrally, the connection external corner of the structure side wall and structure base slab is correspondingly arranged bed course and leads the inner corner trim that wall is connect with boundary for connection Position.
Further, waterstop is additionally provided in the construction joint of the structure side wall, the waterstop direction is in construction joint 90-75 degree angle.
A kind of construction method of hypogee waterproof construction that temporarily protecting wall with assembled, comprising the following steps:
It is levelling that bed course progress is laid on ground;
Boundary is set on bed course and leads wall, boundary, which is led, constitutes inner corner trim between wall and bed course;
It is laid with elastic water-proof felt on inner corner trim, the first boundary of elastic water-proof felt is fixed to boundary and leads wall top portion, elasticity In the second boundary setting to bed course of tar felt, make it that inner corner trim be completely covered;
It is led on boundary and interim protection wall is set on wall;
The cast structure bottom plate on elastic water-proof felt, in interim protection side cast structure side wall within the walls, by structure side wall with Structure base slab connection is in one;
After structural wall molding, interim protection wall is removed.
Further, before the laying of elastic water-proof felt, additional backplate is first added at inner corner trim, the one end for adding backplate is solid Surely the upper surface that wall is led on boundary is arrived, the other end extends on bed course.
Further, during setting structure side wall, add waterstop for the construction joint of structure side wall, waterstop with apply It is 90-75 degree that work, which stitches angle,.
A kind of hypogee with turning waterproof construction, using above-mentioned waterproof construction.
The present invention makes improvements for original brick permanent protection wall and its waterproof system, leads wall definitely using boundary Interim protection wall is arranged temporarily leading, temporarily to protect wall that can use plate as retaining wall in the boundary of lower building on wall Or other Activities Designs, it is removed after construction, fortifield village is backfilled, do not connected with structure side wall, it is therefore prevented that originally It is collided between permanent protection wall and structure side wall or the brick of masonry walls loosens and scratches structure side wall surface, cause waterproof construction quilt Destruction leads to the case where infiltration, while reducing cost.The present invention does water-proofing treatment as corner using elastic water-proof felt, this The elastic water-proof felt of invention is routed to boundary and leads on wall, and wall is led on boundary and is masked completely, leads wall by boundary and fixes tar felt Firmly, elastic water-proof felt surface does not have to sand finish, directly contacts between structure base slab and structure side wall, structure base slab is directly pressed It overlays on elastic water-proof felt, avoids the formation of the channeling water in screed.It is also improved simultaneously because tar felt is not easily broken with elasticity Waterproof effect.Protection is provided for elastic water-proof felt, is increased by installing additional backplate mode additional on the outside of elastic water-proof felt simultaneously The mechanical strength at wall inner corner trim is led on bed course and boundary, is avoided the breakage of elastic water-proof felt, is improved structure side wall and structure bottom The waterproof effect of plate corner.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of one embodiment of the present invention;
Fig. 2 is the structural schematic diagram of another embodiment of the invention.
Specific embodiment
Technical solution of the present invention is clearly and completely described below in conjunction with attached drawing, it is clear that described implementation Example is a part of the embodiment of the present invention, instead of all the embodiments.Based on the embodiments of the present invention, ordinary skill Personnel's every other embodiment obtained without making creative work, shall fall within the protection scope of the present invention.
In the description of the present invention, it should be noted that term " center ", "upper", "lower", "left", "right", "vertical", The orientation or positional relationship of the instructions such as "horizontal", "inner", "outside" be based on the orientation or positional relationship shown in the drawings, merely to Convenient for description the present invention and simplify description, rather than the device or element of indication or suggestion meaning must have a particular orientation, It is constructed and operated in a specific orientation, therefore is not considered as limiting the invention.In addition, term " first ", " second ", " third " is used for descriptive purposes only and cannot be understood as indicating or suggesting relative importance.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " installation ", " phase Even ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or be integrally connected;It can To be mechanical connection, it is also possible to be electrically connected;It can be directly connected, can also can be indirectly connected through an intermediary Connection inside two elements.For the ordinary skill in the art, above-mentioned term can be understood at this with concrete condition Concrete meaning in invention.
In conjunction with Fig. 1, one embodiment of the present invention.A kind of hypogee waterproof knot for temporarily protecting wall with assembled Structure, including being laid on ground for protecting the bed course 1 of structure base slab, the bed course boundary is equipped with boundary and leads wall 2, the boundary It leads to be provided on wall and is used to support casting, the interim protection wall 3 removed after the completion of casting for casting concrete;The bed course with The boundary leads wall cooperation and constitutes the inner corner trim 4 for surrounding hypogee turning, is equipped with elastic water-proof felt 5, the bullet in the inner corner trim Property tar felt be laid with one end mask on bed course, the other end extends to boundary and leads between wall and interim protection wall and be fixed on boundary The upper surface of wall is led, is equipped with structural wall on the upside of the bed course, the structural wall includes the structure being arranged on the upside of elastic water-proof felt Bottom plate 71 and the structure side wall 72 that interim protection side within the walls is arranged in, the structure base slab is connect with the structure side wall is in The connection external corner of one, the structure side wall and structure base slab corresponds to bed course and leads the inner corner trim that wall is connect with boundary.
In conjunction with Fig. 2, the inner corner trim position is additionally provided with additional backplate 6, and the additional backplate is arranged on the outside of elastic water-proof felt, And one end of additional backplate extends to boundary and leads between wall and elastic water-proof felt, the other end extends on bed course.In the present embodiment, Using mechanical strength at backplate enhancing inner corner trim.It, can also be using in bed course and side in order to further enhance mechanical strength at inner corner trim The mode of intensive aspect 41 is buried in the boundary position that boundary leads wall, integral by doing at inner corner trim, constitutes with structure side wall and structural cushion coat External corner be mutually engaged, cooperation enhance the position mechanical strength.The present embodiment is led wall compared with the boundary of template in Fig. 1 and is compared, mechanical Intensity is higher, less easily-deformable, has further prevented boundary to lead tar felt caused by wall deformation and has ruptured.
Waterstop 73 is additionally provided in the construction joint of the structure side wall, the waterstop direction and construction joint are in 90-75 degree Angle.In the technical program in the present embodiment, set up defences using linkflex clad metal sheet waterstop opposite wall construction joint, The leakage route of percolating water field can effectively be extended, reduce percolating water rate.Waterstop and construction joint are in 90-75 degree angle, construction Seam needs to increase infiltration around waterstop from construction joint two sides and formed, enhance its anti-seepage effect if infiltration.
A kind of construction method of hypogee waterproof construction that temporarily protecting wall with assembled, comprising the following steps:
It is levelling that bed course progress is laid on ground;
Boundary is set on bed course and leads wall, boundary, which is led, constitutes inner corner trim between wall and bed course;
It is laid with elastic water-proof felt on inner corner trim, the first boundary of elastic water-proof felt is fixed to boundary and leads wall top portion, elasticity In the second boundary setting to bed course of tar felt, make it that inner corner trim be completely covered;
It is led on boundary and interim protection wall is set on wall;
The cast structure bottom plate on elastic water-proof felt, in interim protection side cast structure side wall within the walls, by structure side wall with Structure base slab connection is in one;
After structural wall molding, interim protection wall is removed.
The present invention is in the construction process, first levelling to ground laying bed course progress, on the side of bed course after setting cushion Wall is led on boundary position setting boundary, determines the range of hypogee.It leads cooperation between wall and bed course and constitutes inner corner trim in boundary.Needle of the present invention Original brick permanent protection wall and its waterproof system are made improvements, the boundary that wall determines hypogee is led using boundary, It temporarily leads and interim protection wall is set on wall, temporarily to protect wall that can set using plate or other activities as retaining wall Meter, removes after construction, fortifield village is backfilled, do not connect with structure side wall, it is therefore prevented that originally permanently protects wall and knot The brick of collision or masonry walls, which loosens, between structure side wall scratches structure side wall surface, and causing waterproof construction to be destroyed leads to infiltration Situation, while reducing cost.The present invention does water-proofing treatment, elastic water-proof of the invention as corner using elastic water-proof felt Felt is routed to boundary and leads on wall, and wall is led on boundary and is masked completely, leads wall by boundary and fixes tar felt, elastic water-proof felt table Face does not have to sand finish, directly contacts between structure base slab and structure side wall, structure base slab is directly laminated at elastic water-proof felt On, avoid the formation of the channeling water in screed.Waterproof effect also is improved because tar felt is not easily broken with elasticity simultaneously.Together When on the outside of elastic water-proof felt by installing additional backplate mode additional, provide protection for elastic water-proof felt, increase bed course is led with boundary Mechanical strength at wall inner corner trim avoids the breakage of elastic water-proof felt, improves the anti-of structure side wall and structure base slab corner Water effect.Present invention is generally directed to the inner corner trim positions to carry out water-proofing treatment.In order to avoid traditional mortar bonds caused by waterproof layer Defect, the present invention use elastic water-proof felt as waterproof layer.Elastic water-proof felt surface does not have to sand finish, with structure base slab and knot It is directly contacted between structure side wall, structure base slab is directly laminated on elastic water-proof felt, avoids the formation of the channeling water in screed.In bullet Property tar felt be laid with after, led on boundary and interim protection wall be installed on wall, to make retaining wall in cast structure side wall.It pours During casting, in the structure base slab of elastic water-proof felt surface casting steel reinforced concrete, poured after the completion of structure base slab casting, then on bottom plate Structure side wall is cast, structure side wall is interim that wall is protected to be supported structure side wall close to interim protection wall.It is formed in structure side wall Afterwards, removing interim protection wall flushes structure side wall outer surface with earth's surface backfill on the outside of structure side wall.
Before the laying of elastic water-proof felt, additional backplate is first added at inner corner trim, the one end for adding backplate is fixed to boundary The upper surface of wall is led, the other end extends on bed course.In the present embodiment, by adding the mechanical strength at backplate increase inner corner trim, It is mutually bonded between additional backplate and elastic water-proof felt simultaneously, thickens the thickness of the position, further increase waterproof effect.
During setting structure side wall, waterstop, waterstop and construction joint angle are added for the construction joint of structure side wall For 90-75 degree.During cast structure side wall, the construction joint infiltration of structure side wall after backfilling in order to prevent, at construction joint Waterstop is set, waterstop and construction joint are in wide-angle angle or even vertical mode, even if generating infiltration at construction joint, infiltration It is also required to by longer infiltration stroke.Infiltration is dispersed, has avoided it through structure side wall, improve waterproof effect.
A kind of hypogee with turning waterproof construction, using above-mentioned waterproof construction.
The present invention is using elastic water-proof felt as waterproof layer, and tar felt of the invention is routed to boundary and leads on wall, by boundary It leads wall to mask completely, wall is led by boundary and fixes tar felt, between elastic water-proof felt and structure base slab and structure side wall not It is connected with mortar, avoids the formation of the water storage gap between mortar, it is therefore prevented that ponding.It is concave-convex without screed bring simultaneously, together When also because tar felt be not easily broken with elasticity, improve waterproof effect.It is attached by installing additional on the outside of elastic water-proof felt simultaneously Add backplate mode, provide protection for elastic water-proof felt, increases bed course and the mechanical strength at wall inner corner trim is led on boundary, avoid elasticity The breakage of tar felt improves the waterproof effect of structure side wall Yu structure base slab corner
Above-mentioned technical proposal only embodies the optimal technical scheme of technical solution of the present invention, those skilled in the art The principle of the present invention is embodied to some variations that some of them part may be made, belongs to the scope of protection of the present invention it It is interior.

Claims (7)

1. a kind of hypogee waterproof construction for temporarily protecting wall with assembled, which is characterized in that including being laid on ground For protecting the bed course of structure base slab, the bed course boundary is equipped with boundary and leads wall, and the boundary is led and is provided on wall for casting Concrete is used to support casting, the interim protection wall removed after the completion of casting;The bed course and the boundary are led wall cooperation and are constituted The inner corner trim at hypogee turning is surrounded, is equipped with elastic water-proof felt in the inner corner trim, the elastic water-proof felt is laid with one end mask and exists On bed course, the other end extends to boundary and leads between wall and interim protection wall and be fixed on the upper surface that wall is led on boundary, the bed course Upside is equipped with structural wall, and the structural wall includes the structure base slab being arranged on the upside of elastic water-proof felt and is arranged in the interim guarantor Structure side wall on the inside of revetment, the structure base slab are connect in one, the structure side wall and structure bottom with the structure side wall The connection external corner of plate corresponds to bed course and leads the inner corner trim that wall is connect with boundary.
2. the hypogee waterproof construction according to claim 1 for temporarily protecting wall with assembled, which is characterized in that institute It states inner corner trim position and is additionally provided with additional backplate, the additional backplate is arranged on the outside of elastic water-proof felt, and one end of additional backplate is prolonged It reaches boundary to lead between wall and elastic water-proof felt, the other end extends on bed course.
3. the hypogee waterproof construction according to claim 2 for temporarily protecting wall with assembled, which is characterized in that institute It states and is additionally provided with waterstop in the construction joint of structure side wall, the waterstop direction and construction joint are in 90-75 degree angle.
4. a kind of construction method for the hypogee waterproof construction for temporarily protecting wall with assembled, which is characterized in that including with Lower step:
It is levelling that bed course progress is laid on ground;
Boundary is set on bed course and leads wall, boundary, which is led, constitutes inner corner trim between wall and bed course;
It is laid with elastic water-proof felt on inner corner trim, the first boundary of elastic water-proof felt is fixed to boundary and leads wall top portion, elastic water-proof In the second boundary setting to bed course of felt, make it that inner corner trim be completely covered;
It is led on boundary and interim protection wall is set on wall;
The cast structure bottom plate on elastic water-proof felt protects side cast structure side wall within the walls interim, by structure side wall and structure Bottom plate connection is in one;
After structural wall molding, interim protection wall is removed.
5. the construction method of the hypogee waterproof construction according to claim 4 that wall is temporarily protected with assembled, It is characterized in that, before the laying of elastic water-proof felt, additional backplate is first added at inner corner trim, and the one end for adding backplate is fixed to boundary The upper surface of wall is led, the other end extends on bed course.
6. the construction method of the hypogee waterproof construction according to claim 5 that wall is temporarily protected with assembled, It is characterized in that, during setting structure side wall, adds waterstop, waterstop and construction joint angle for the construction joint of structure side wall For 90-75 degree.
7. a kind of hypogee with turning waterproof construction, which is characterized in that wanted using claim 1-6 any one right Seek the waterproof construction.
CN201611083221.5A 2016-11-30 2016-11-30 Hypogee waterproof construction, construction method and the building of wall are temporarily protected with assembled Active CN106759958B (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108643340B (en) * 2018-04-21 2021-02-19 天津中擎建筑工程有限公司 Basement waterproof construction process

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CN202689037U (en) * 2012-06-19 2013-01-23 福建省九龙建设集团有限公司 Foundation slab layer structure
CN204435411U (en) * 2014-12-29 2015-07-01 南通四建集团有限公司 Basement bottom board leads wall construction

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JPS59206529A (en) * 1983-05-06 1984-11-22 Sekisui Chem Co Ltd Disposable form panel work
JP2001303897A (en) * 2000-04-21 2001-10-31 Asahi Glass Co Ltd Waterproofing method for underground structure
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CN202672362U (en) * 2012-04-28 2013-01-16 罗海军 Outer wall waterproofing structure
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CN204435411U (en) * 2014-12-29 2015-07-01 南通四建集团有限公司 Basement bottom board leads wall construction

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