CN106223367A - A kind of exterior wall pouring after settlement enclosure method and device - Google Patents
A kind of exterior wall pouring after settlement enclosure method and device Download PDFInfo
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- CN106223367A CN106223367A CN201610835877.1A CN201610835877A CN106223367A CN 106223367 A CN106223367 A CN 106223367A CN 201610835877 A CN201610835877 A CN 201610835877A CN 106223367 A CN106223367 A CN 106223367A
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- exterior wall
- water
- breast boards
- proof
- settlement
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/16—Arrangement or construction of joints in foundation structures
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/02—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/0007—Base structures; Cellars
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
- E04B1/68—Sealings of joints, e.g. expansion joints
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
- E04B1/68—Sealings of joints, e.g. expansion joints
- E04B1/6801—Fillings therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
- E04B1/68—Sealings of joints, e.g. expansion joints
- E04B1/6806—Waterstops
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Mining & Mineral Resources (AREA)
- General Engineering & Computer Science (AREA)
- General Life Sciences & Earth Sciences (AREA)
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- Hydrology & Water Resources (AREA)
- Building Environments (AREA)
Abstract
The invention provides a kind of exterior wall pouring after settlement enclosure method, including: the inboard, upright at outer wall of basement arranges main joist, and main joist is at least provided with two, with the supporting role that offer is more stable；Post-cast strip outside upright at exterior wall arranges breast boards, breast boards is perpendicular to plate face and arranges water-proof bolt, and water-proof bolt is in being horizontally disposed with；One end of water-proof bolt is fixed on breast boards, the other end is fixed on main joist, the outside of exterior wall is close at the two ends making breast boards, breast boards is compacted by the tensioning function of water-proof bolt, the region of post-cast strip is isolated from the outside, can first carry out the operation of backfill soil, it is to avoid the concrete long time is exposed to the external world.Relative to traditional masonry way, the enclosure method using the present invention to provide, can bear bigger lateral pressure by breast boards, it is not necessary to masonry panel structure, work progress is simple.Present invention also offers a kind of exterior wall pouring after settlement locking device, it is possible to achieve identical technique effect.
Description
Technical field
The present invention relates to technical field of building construction, more one step ground is said and is related to a kind of exterior wall pouring after settlement closing side
Method and device.
Background technology
Post-cast strip is for preventing monolithic reinforced concrete structure owing to autogenous shrinkage is uneven or settles not in construction
The most issuable harmful cracks, stays, in sole plate, wall, beam relevant position, the temporary construction seam set.Post-cast strip is temporary by structure
If time be divided into stem portion, through component inside shrink, water again after certain time and smash this construction joint concrete, structure is linked to be
Overall area.
The pouring after settlement arranged between garage and main building, design requires can construct after main building binds, but wants simultaneously
Soil is backfilled as early as possible, it is to avoid basis is long-time to be exposed, and causes backfill soil because post-pouring belt of outer wall is not constructed after asking main building foundation construction
Cannot backfill.Traditional form of construction work is to build the construction methods such as retaining wall by laying bricks or stones in the position of post-cast strip, but the gear of outer-wall building is native
Wall is higher, may cannot bear because soil pressure is relatively big and cause tilting, collapse during backfill soil.And cannot be in post-cast strip
In split bolt is set, split bolt can only be set on the retaining wall body that both sides have poured, pour the height of exterior wall concrete
Too high, in fact it could happen that rise the mass defects such as mould, affect the construction of post-cast strip.
Therefore, for a person skilled in the art, how to design what a kind of External Wall pouring after settlement carried out closing
Construction method, it is possible to bear bigger lateral pressure, work progress is simple, is to be presently required to solve the technical problem that.
Summary of the invention
The present invention provides a kind of exterior wall pouring after settlement enclosure method and device, and work progress is simple, it is possible to bear bigger
Lateral pressure.Concrete scheme is as follows:
A kind of exterior wall pouring after settlement enclosure method, including:
Two main joists at least it are vertically arranged in the inner side of outer wall of basement；
Post-cast strip outside upright at described exterior wall arranges breast boards, described breast boards is perpendicular to plate face and arranges sealing spiral shell
Bolt；
The described water-proof bolt other end is fixed on described main joist, makes the two ends of described breast boards be close to described exterior wall
Outside.
Alternatively, polylith water-proof die plate, every piece of described water-proof die plate are set gradually from bottom to top in the outside of described exterior wall
Fixed with described main joist by described water-proof bolt respectively；Gap at each the described water-proof die plate forming described breast boards
Water-proofing treatment is done at place.
Alternatively, between the gap of two pieces of described water-proof die plates and at external corner, smear into arc-shaped by cement mortar, and outside
SBS waterproof reinforced layer is pasted in side.
Alternatively, it is additionally included on the medial wall of described exterior wall and is horizontally disposed with multiple rows of secondary joist, by described main joist and institute
Stating secondary joist vertically to fix, described secondary joist and described breast boards are pressed on the both sides of described exterior wall by described water-proof bolt.
The present invention also provides for a kind of exterior wall pouring after settlement locking device, including:
At least two main joists being vertically arranged in inside outer wall of basement；
It is vertically arranged at the breast boards outside the post-cast strip of described exterior wall；
Being vertically fixed on the water-proof bolt on described breast boards, the two ends of described water-proof bolt connect described main joist respectively
With described breast boards.
Alternatively, described breast boards includes polylith water-proof die plate, at least provided with two described sealings on every piece of water-proof die plate
Bolt, arranges waterproof layer between water-proof die plate described in polylith.
Alternatively, described waterproof layer includes cement mortar and SBS waterproof reinforced layer.
Alternatively, every described main joist includes two steel pipes being arranged side by side, and one end of described water-proof bolt is positioned at two
Between root steel pipe, and fixed with described steel pipe by dovetail card.
Alternatively, also including many horizontally disposed secondary joists, described secondary joist is fixing with described main joist to be connected；Described
Described secondary joist and described breast boards can be pressed on the both sides of described exterior wall by water-proof bolt.
Alternatively, the top of described breast boards arranges protection cap, and cleanout is reserved in the bottom of described breast boards.
The invention provides a kind of exterior wall pouring after settlement enclosure method, including: the inboard, upright at outer wall of basement sets
Putting main joist, main joist is at least provided with two, with the supporting role that offer is more stable；Post-cast strip outside upright at exterior wall sets
Putting breast boards, breast boards is perpendicular to plate face and arranges water-proof bolt, water-proof bolt is in being horizontally disposed with；One end of water-proof bolt is fixed
On breast boards, being fixed on main joist by the other end, make the two ends of breast boards be close to the outside of exterior wall, breast boards passes through sealing
The tensioning function of bolt is compacted, is isolated from the outside in the region of post-cast strip, can first carry out the operation of backfill soil, it is to avoid coagulation
Soil is exposed to the external world for a long time.Relative to traditional masonry way, use the enclosure method that the present invention provides, by breast boards energy
Enough bearing bigger lateral pressure, it is not necessary to masonry panel structure, work progress is simple.
Present invention also offers a kind of exterior wall pouring after settlement locking device, it is possible to achieve identical technique effect.
Accompanying drawing explanation
In order to be illustrated more clearly that the embodiment of the present invention or technical scheme of the prior art, below will be to embodiment or existing
In having technology to describe, the required accompanying drawing used is briefly described, it should be apparent that, the accompanying drawing in describing below is only this
Some embodiments of invention, for those of ordinary skill in the art, on the premise of not paying creative work, it is also possible to
Other accompanying drawing is obtained according to these accompanying drawings.
Fig. 1 provides the flow chart of a kind of exterior wall pouring after settlement enclosure method for the present invention；
Fig. 2 is the exterior wall pouring after settlement locking device of the present invention cross-sectional view when arranging；
Fig. 3 is the exterior wall pouring after settlement locking device of the present invention side view when arranging；
Fig. 4 is the top view of water-proof die plate；
Fig. 5 is the side view of water-proof die plate.
Wherein:
Exterior wall 1, post-cast strip 11, main joist 2, breast boards 3, water-proof bolt 4, secondary joist 5.
Detailed description of the invention
The core of the present invention is to provide a kind of exterior wall pouring after settlement enclosure method and device, and work progress is simple, energy
Enough bear bigger lateral pressure.
In order to make those skilled in the art be more fully understood that technical scheme, below in conjunction with accompanying drawing and concrete
Embodiment, exterior wall pouring after settlement enclosure method and device to the application are described in detail explanation.
As it is shown in figure 1, provide the flow chart of a kind of exterior wall pouring after settlement enclosure method for the present invention.The method is at least wrapped
Include following steps: S1, be at least vertically arranged two main joists 2 in the inner side of outer wall of basement 1；S2, in the post-cast strip 11 of exterior wall 1
Outside upright arranges breast boards 3, breast boards 3 is perpendicular to plate face and arranges water-proof bolt 4；S3, water-proof bolt 4 other end is fixed
On main joist 2, the two ends of breast boards 3 are made to be close to the outside of exterior wall 1.The two ends of breast boards 3 are attached to the outside of exterior wall 1, middle
Part is by the region overlay of post-cast strip 11, and post-cast strip is mutually isolated with the external world, thus realizes the effect closed.Water-proof bolt 4
One end be fixed on breast boards 3, the other end is removably fixing with main joist 2 to be connected, and breast boards 3 arranges multiple sealing spiral shell
Bolt 4, being arranged above and below successively is two rows, breast boards 3 is pressed in the outside of exterior wall 1 by the tensioning function of water-proof bolt 4, by main dragon
Bone 2 provides horizontal active force to breast boards 3.
By the enclosure method of the present invention, first cover with breast boards 3 at post-cast strip, permissible in the outside of exterior wall 1
Carry out back fill construction, it is to avoid the concrete long time is exposed to the external world and air contact.Need not build by laying bricks or stones retaining wall, work progress
Retaining wall that is simple and quick, that build by laying bricks or stones relative to fragment of brick, breast boards can bear bigger transverse pressure.Follow-up to post-cast strip 11
During middle casting concrete, breast boards 3 can serve as the template in outside, it is only necessary to install one layer of template again additional in the inner side of exterior wall 1,
The breast boards 3 in outside is supported by backfill soil, simplifies work progress.
On this basis, setting gradually polylith water-proof die plate from bottom to top in the outside of exterior wall 1, every piece of water-proof die plate is respectively
Being fixed with main joist 2 by water-proof bolt 4, post-cast strip is an intersegmental gap of not casting concrete, and breast boards 3 is by polylith area relatively
Little water-proof die plate is spliced to form, and does water-proofing treatment at the gap of each water-proof die plate forming breast boards 3, similarly,
Water-proof die plate is also carried out water-proofing treatment at the gap of exterior wall 1.
Specifically, between the gap of two pieces of water-proof die plates and at external corner, smear into arc-shaped by cement mortar, and viscous in outside
Patch SBS waterproof reinforced layer.Waterproof sealing is realized by cement mortar and SBS waterproof reinforced layer materials at two layers.Do after having constructed
Water pouring test, builds 120mm thickness gangue fish tail and waterproof layer by laying bricks or stones after pass the test.
Further, it is additionally included on the medial wall of exterior wall 1 and is horizontally disposed with multiple rows of secondary joist 5, by main joist 2 and secondary joist
5 vertically fix, and secondary joist 5 is used for supporting main joist 2, provide horizontal active force to main joist.The two ends of water-proof bolt 4 are respectively
Connecting main joist 2 and breast boards 3, water-proof bolt 4 applies tightening force and secondary joist 5 and breast boards 3 is pressed on the both sides of exterior wall 1.
Specifically, secondary joist 5 can be selected for 50*100mm flitch and makes, and flitch is horizontal distribution, is spaced about 200mm；Main joist 2 is optional
With steel pipe, removably connected with water-proof bolt 4 by steel pipe.
Present invention also offers a kind of exterior wall pouring after settlement locking device, as shown in Figures 2 and 3, the respectively present invention
The exterior wall pouring after settlement locking device cross-sectional view when arranging and side view.Including: main joist 2, breast boards 3 and sealing spiral shell
The structures such as bolt 4.Main joist 2 is at least provided with two, vertically in the inner side being fixed on outer wall of basement 1.Outside upright at exterior wall 1
Arranging breast boards 3, breast boards 3 two ends contact with exterior wall 1, and post-cast strip 11 is covered by centre, namely is positioned at the outside of post-cast strip 11.
One end of water-proof bolt 4 is fixed on breast boards 3, and vertical with the plate face of breast boards 3, the other end of water-proof bolt 4 is fixed on master
On Os Draconis 2, water-proof bolt 4 is by the spacing between regulation breast boards 3 and main joist 2, thus regulates breast boards 3 and press with exterior wall 1
The size of clamp force.
This device adds one layer of breast boards 3 in the outside of exterior wall 1, and breast boards 3 is provided horizontal pressure support by main joist 2
Power, is pressed abd fixed on breast boards 3 on exterior wall 1, it is achieved location is fixing.Owing to being provided with breast boards 3, such that it is able at exterior wall 1
Outside backfill soil, prevents concrete foundation and air Long contact time.Need not build by laying bricks or stones brick wall, setting up procedure is efficient and convenient, knot
Structure is simple.Usually, breast boards 3 may be configured as concrete slab, internal preset reinforcing bar, it is possible to bears bigger horizontal force.
As shown in Figure 4 and Figure 5, top view and the side view of water-proof die plate are represented respectively.Breast boards 3 includes the waterproof mould of polylith
Plate, at least provided with two water-proof bolts 4 on every piece of water-proof die plate, is fixedly connected with main joist 2, edge phase independently of one another
Contact, is spliced to form breast boards 3 mutually.Additionally waterproof layer is set between polylith water-proof die plate, it is to avoid seep water in basement.
Specifically, waterproof layer includes cement mortar and SBS waterproof reinforced layer.It is selected in outer side seam and the external corner of water-proof die plate
Place's cement mortar smears into arc-shaped, and outside pastes SBS waterproof reinforced layer, then full-scale construction exterior wall SBS waterproof layer again, has constructed
Carry out water pouring test after one-tenth, after pass the test, build the thick gangue fish tail and waterproof layer of 120mm in outside by laying bricks or stones.
Specifically, every main joist 2 includes that two steel pipes being arranged side by side, water-proof bolt 4 one end are fixed on breast boards 3
In, the other end is between two steel pipes, and is fixed with steel pipe by dovetail card, by nut, dovetail card is connected to two steel
Between pipe, the tightness of adjusting nut can change the pressure size that breast boards 3 contacts with exterior wall 1, arranges two steel pipes and exists
During tension, support force is more stable.
Additionally, also include many horizontally disposed secondary joists 5, secondary joist 5 is fixing with main joist 2 to be connected, it is preferable that secondary dragon
Bone 5 is the flitch of 50*100mm, is axially horizontally disposed with, and the spacing of two flitches is 200mm.With the width of post-cast strip as 800mm
As a example by, a length of 1200mm of flitch, two ends respectively reserve 200mm and contact with exterior wall 1.Similarly, the width of breast boards 3 also can set
It is set to 1200mm.Secondary joist 5 and breast boards 3 can be pressed on the both sides of exterior wall 1 by water-proof bolt 4.
Further, in order to prevent top from dropping the impurity such as concrete block, the top of breast boards 3 arranges protection cap, passes through
Steel nail is fixed.Cleanout is reserved in the bottom of breast boards 3, namely the bottom of breast boards 3 does not contacts with ground, reserves 30cm's
Space, to clean the foreign material in space, post-cast strip.
Described above to the disclosed embodiments, makes professional and technical personnel in the field be capable of or uses the present invention.
Multiple amendment to these embodiments will be apparent from for those skilled in the art, as defined herein
General Principle, can realize without departing from the spirit or scope of the present invention in other embodiments.Therefore, this
The bright the embodiments shown herein that is not intended to be limited to, and be to fit to and principles disclosed herein and features of novelty phase
The widest consistent scope.
Claims (10)
1. an exterior wall pouring after settlement enclosure method, it is characterised in that including:
Two main joists (2) at least it are vertically arranged in the inner side of outer wall of basement (1)；
Post-cast strip (11) outside upright in described exterior wall (1) arranges breast boards (3), and described breast boards is perpendicular to plate face on (3)
Water-proof bolt (4) is set；
Described water-proof bolt (4) other end is fixed on described main joist (2), makes the two ends of described breast boards (3) be close to institute
State the outside of exterior wall (1).
Exterior wall pouring after settlement enclosure method the most according to claim 1, it is characterised in that outside described exterior wall (1)
Side sets gradually polylith water-proof die plate from bottom to top, and every piece of described water-proof die plate passes through described water-proof bolt (4) respectively with described
Main joist (2) is fixed；Water-proofing treatment is done at the gap of each described water-proof die plate forming described breast boards (3).
Exterior wall pouring after settlement enclosure method the most according to claim 2, it is characterised in that at two pieces of described water-proof die plates
Gap between and external corner at smear into arc-shaped by cement mortar, and paste SBS waterproof reinforced layer in outside.
Exterior wall pouring after settlement enclosure method the most according to claim 2, it is characterised in that be additionally included in described exterior wall
(1) it is horizontally disposed with multiple rows of secondary joist (5) on medial wall, fixes vertical with described secondary joist (5) for described main joist (2), institute
State water-proof bolt (4) and described secondary joist (5) and described breast boards (3) are pressed on the both sides of described exterior wall (1).
5. an exterior wall pouring after settlement locking device, it is characterised in that including:
At least two main joists (2) being vertically arranged in outer wall of basement (1) inner side；
It is vertically arranged at the breast boards (3) in the outside, post-cast strip (11) of described exterior wall (1)；
The water-proof bolt (4) being vertically fixed on described breast boards (3), the two ends of described water-proof bolt (4) connect described respectively
Main joist (2) and described breast boards (3).
Exterior wall pouring after settlement locking device the most according to claim 5, it is characterised in that described breast boards (3) includes
Polylith water-proof die plate, at least provided with two described water-proof bolts (4) on every piece of water-proof die plate, sets between water-proof die plate described in polylith
Put waterproof layer.
Exterior wall pouring after settlement locking device the most according to claim 6, it is characterised in that described waterproof layer includes cement
Mortar and SBS waterproof reinforced layer.
Exterior wall pouring after settlement locking device the most according to claim 5, it is characterised in that every described main joist (2)
Including two steel pipes being arranged side by side, one end of described water-proof bolt (4) is between two steel pipes, and passes through dovetail card and institute
State steel pipe to fix.
Exterior wall pouring after settlement locking device the most according to claim 5, it is characterised in that also include that many are horizontally disposed with
Secondary joist (5), described secondary joist (5) and described main joist (2) are fixing to be connected；Described water-proof bolt (4) can be by described time
Os Draconis (5) and described breast boards (3) are pressed on the both sides of described exterior wall (1).
Exterior wall pouring after settlement locking device the most according to claim 9, it is characterised in that the top of described breast boards (3)
Portion arranges protection cap, and cleanout is reserved in the bottom of described breast boards (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610835877.1A CN106223367B (en) | 2016-09-20 | 2016-09-20 | A kind of exterior wall pouring after settlement enclosure method and device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610835877.1A CN106223367B (en) | 2016-09-20 | 2016-09-20 | A kind of exterior wall pouring after settlement enclosure method and device |
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| Publication Number | Publication Date |
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| CN106223367A true CN106223367A (en) | 2016-12-14 |
| CN106223367B CN106223367B (en) | 2019-06-28 |
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| CN201610835877.1A Active CN106223367B (en) | 2016-09-20 | 2016-09-20 | A kind of exterior wall pouring after settlement enclosure method and device |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110080520A (en) * | 2019-05-27 | 2019-08-02 | 中建四局第三建筑工程有限公司 | A kind of post-cast strip is without support shuttering constructing device and method |
| CN111910688A (en) * | 2020-08-28 | 2020-11-10 | 中国十七冶集团有限公司 | Arc-shaped foundation beam post-cast strip partition tool and implementation method |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1143963A (en) * | 1997-07-28 | 1999-02-16 | Chichibu Onoda Cement Corp | Construction method for underground double wall, and underground double wall structure |
| CN202000380U (en) * | 2011-01-27 | 2011-10-05 | 中建三局建设工程股份有限公司 | Basement outer wall post-pouring belt backfill protective plate |
| CN202099816U (en) * | 2011-05-11 | 2012-01-04 | 江苏南通三建集团有限公司 | Prefabricated waterproof and soil-blocking plate for later poured band of outer wall of basement |
| CN104088304A (en) * | 2014-07-03 | 2014-10-08 | 成都市第三建筑工程公司 | Concrete member and underground outdoor wall post-cast strip construction method |
| CN104631512A (en) * | 2014-12-22 | 2015-05-20 | 山东万鑫建设有限公司 | Post-cast strip beam and slab construction method adopting formwork hanging method |
| CN205296388U (en) * | 2015-12-28 | 2016-06-08 | 中建八局第二建设有限公司 | Apron is sealed to garage wall post -cast strip |
| CN206052793U (en) * | 2016-09-20 | 2017-03-29 | 中建八局第四建设有限公司 | A kind of exterior wall pouring after settlement locking device |
-
2016
- 2016-09-20 CN CN201610835877.1A patent/CN106223367B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1143963A (en) * | 1997-07-28 | 1999-02-16 | Chichibu Onoda Cement Corp | Construction method for underground double wall, and underground double wall structure |
| CN202000380U (en) * | 2011-01-27 | 2011-10-05 | 中建三局建设工程股份有限公司 | Basement outer wall post-pouring belt backfill protective plate |
| CN202099816U (en) * | 2011-05-11 | 2012-01-04 | 江苏南通三建集团有限公司 | Prefabricated waterproof and soil-blocking plate for later poured band of outer wall of basement |
| CN104088304A (en) * | 2014-07-03 | 2014-10-08 | 成都市第三建筑工程公司 | Concrete member and underground outdoor wall post-cast strip construction method |
| CN104631512A (en) * | 2014-12-22 | 2015-05-20 | 山东万鑫建设有限公司 | Post-cast strip beam and slab construction method adopting formwork hanging method |
| CN205296388U (en) * | 2015-12-28 | 2016-06-08 | 中建八局第二建设有限公司 | Apron is sealed to garage wall post -cast strip |
| CN206052793U (en) * | 2016-09-20 | 2017-03-29 | 中建八局第四建设有限公司 | A kind of exterior wall pouring after settlement locking device |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110080520A (en) * | 2019-05-27 | 2019-08-02 | 中建四局第三建筑工程有限公司 | A kind of post-cast strip is without support shuttering constructing device and method |
| CN111910688A (en) * | 2020-08-28 | 2020-11-10 | 中国十七冶集团有限公司 | Arc-shaped foundation beam post-cast strip partition tool and implementation method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106223367B (en) | 2019-06-28 |
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