CN206052793U - A kind of exterior wall pouring after settlement locking device - Google Patents
A kind of exterior wall pouring after settlement locking device Download PDFInfo
- Publication number
- CN206052793U CN206052793U CN201621065347.5U CN201621065347U CN206052793U CN 206052793 U CN206052793 U CN 206052793U CN 201621065347 U CN201621065347 U CN 201621065347U CN 206052793 U CN206052793 U CN 206052793U
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- China
- Prior art keywords
- breast boards
- water
- exterior wall
- locking device
- proof
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Abstract
This utility model provides a kind of exterior wall pouring after settlement locking device, including the structure such as main joist, breast boards and water-proof bolt；Main joist is at least two, it is vertically arranged in the inner side of outer wall of basement, breast boards is vertically arranged on the outside of the post-cast strip of exterior wall, and water-proof bolt is vertical with the plate face of breast boards, and one end is fixed on breast boards, the other end connection main joist of water-proof bolt, breast boards is pressed on exterior wall by the tensioning function of water-proof bolt, realizes the closing of External Wall, the region of post-cast strip is isolated from the outside, the operation of backfill can first be carried out, it is to avoid the concrete long time is exposed to the external world.Relative to traditional masonry construction, the enclosed construction provided using this utility model, bigger lateral pressure can be born by breast boards, it is not necessary to which masonry panel structure, work progress are simple.
Description
Technical field
This utility model is related to technical field of building construction, says to more a step it is to be related to a kind of exterior wall pouring after settlement envelope
Close device.
Background technology
Post-cast strip is to prevent monolithic reinforced concrete structure as autogenous shrinkage is uneven or settles not in construction
Issuable harmful cracks, stay the temporary construction for setting to stitch in sole plate, wall, beam relevant position.Post-cast strip is temporary by structure
If when be divided into stem portion, through component inside shrink, poured Jing after certain hour again and smash the construction joint concrete, structure is linked to be
Overall area.
The pouring after settlement arranged between garage and main building, design requirement can be constructed after main building binds, but while will
Seek after main building foundation construction backfill as early as possible, it is to avoid basis long-time exposes, and causes backfill because post-pouring belt of outer wall is not constructed
Cannot backfill.Traditional form of construction work is to build the construction methods such as retaining wall, but the gear soil of outer-wall building by laying bricks or stones in the position of post-cast strip
Wall is higher, during backfill may cannot bear and causes to incline, collapses because soil pressure is larger.And cannot be in post-cast strip
Middle setting split bolt, on the retaining wall body that both sides have poured can only arrange split bolt, pour the height of exterior wall concrete
It is too high, in fact it could happen that the mass defect such as the mould that rises, 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 was closed
Structure, can bear bigger lateral pressure, and work progress is simple, is the current technical issues that need to address.
Utility model content
This utility model provides a kind of exterior wall pouring after settlement locking device, and work progress is simple, can bear bigger
Lateral pressure.Concrete scheme is as follows：
A kind of exterior wall pouring after settlement locking device, including：
At least two are vertically arranged in the main joist on the inside of outer wall of basement；
The breast boards being vertically arranged on the outside of the post-cast strip of the exterior wall；
The water-proof bolt being vertically fixed on the breast boards, the two ends of the water-proof bolt connect the main joist respectively
With the breast boards.
Alternatively, the breast boards includes polylith water-proof die plate, at least provided with two sealings on every piece of water-proof die plate
Bolt, arranges waterproof layer between water-proof die plate described in polylith.
Alternatively, the waterproof layer includes cement mortar and SBS waterproof reinforced layers.
Alternatively, two steel pipes being arranged side by side are included per main joist described in root, one end of the water-proof bolt is located at two
Between root steel pipe, and fixed with the steel pipe by dovetail card.
Alternatively, also including many horizontally disposed secondary joists, the secondary joist is fixedly connected with the main joist；It is described
The secondary joist and the breast boards can be pressed on water-proof bolt the both sides of the exterior wall.
Alternatively, the top of the breast boards arranges protection cap, the reserved cleanout in bottom of the breast boards.
Alternatively, the outside of the breast boards arranges gangue protective layer.
This utility model provides a kind of exterior wall pouring after settlement locking device, including main joist, breast boards and sealing spiral shell
The structures such as bolt；Main joist is at least two, is vertically arranged in the inner side of outer wall of basement, after breast boards is vertically arranged at exterior wall
Band outside is poured, water-proof bolt is vertical with the plate face of breast boards, and one end is fixed on breast boards, the other end connection master of water-proof bolt
Os Draconis, are pressed on breast boards on exterior wall by the tensioning function of water-proof bolt, realize the closing of External Wall, by the area of post-cast strip
Domain is isolated from the outside, and can first carry out the operation of backfill, it is to avoid the concrete long time is exposed to the external world.Relative to traditional block
Building structure, the enclosed construction provided using this utility model, can bear bigger lateral pressure by breast boards, it is not necessary to build
Wall body structure is built, work progress is simple.
Description of the drawings
In order to be illustrated more clearly that this utility model embodiment or technical scheme of the prior art, below will be to embodiment
Or accompanying drawing to be used is briefly described needed for description of the prior art, it should be apparent that, drawings in the following description are only
It is some embodiments of the present utility model, for those of ordinary skill in the art, in the premise for not paying creative work
Under, can be with according to these other accompanying drawings of accompanying drawings acquisition.
Fig. 1 is cross-sectional view of this utility model exterior wall pouring after settlement locking device when arranging；
Fig. 2 is side view of this utility model exterior wall pouring after settlement locking device when arranging；
Top views of the Fig. 3 for water-proof die plate；
Side views of the Fig. 4 for 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.
Specific embodiment
Core of the present utility model is to provide a kind of exterior wall pouring after settlement locking device, and work progress is simple, can
Bear bigger lateral pressure.
In order that those skilled in the art more fully understands the technical solution of the utility model, below in conjunction with accompanying drawing and
Specific embodiment, is described in detail explanation to the exterior wall pouring after settlement locking device of the application.
This utility model additionally provides a kind of exterior wall pouring after settlement locking device, as depicted in figs. 1 and 2, respectively originally
Cross-sectional view and side view of the utility model exterior wall pouring after settlement locking device when arranging.The device includes：Main joist 2,
The structure such as breast boards 3 and water-proof bolt 4.Main joist 2 at least provided with two, vertically in the inner side for being fixed on outer wall of basement 1.
The outside upright of exterior wall 1 arranges breast boards 3, and 3 two ends of breast boards are contacted with exterior wall 1, and post-cast strip 11 is covered by centre, namely is located at
The outside of post-cast strip 11.One end of water-proof bolt 4 is fixed on breast boards 3, vertical with the plate face of breast boards 3, water-proof bolt 4
The other end is fixed on main joist 2, and water-proof bolt 4 passes through to adjust the spacing between breast boards 3 and main joist 2, so as to adjust gear
The size of native plate 3 and 1 thrust of exterior wall.
The device adds one layer of breast boards 3 in the outside of exterior wall 1, and breast boards 3 provides horizontal pressure support by main joist 2
Power, breast boards 3 is pressed abd fixed on exterior wall 1, realizes that positioning is fixed.Due to being provided with breast boards 3, such that it is able in exterior wall 1
Outside backfill, prevents concrete foundation and air Long contact time.Brick wall need not be built by laying bricks or stones, setting up procedure is efficient and convenient, be tied
Structure is simple.Usually, breast boards 3 may be configured as concrete slab, and internal preset reinforcing bar can bear bigger horizontal force.
As shown in Figure 3 and Figure 4, the top view and side view of water-proof die plate are represented respectively.Breast boards 3 includes polylith waterproof mould
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
Mutually contact, be spliced to form breast boards 3.Junction between polylith water-proof die plate arranges waterproof layer in addition, it is to avoid to basement
Interior infiltration.
Specifically, waterproof layer includes cement mortar and SBS waterproof reinforced layers.First in the outer side seam and external corner of water-proof die plate
Place's cement mortar smears into arc-shaped, and outside is pasted SBS waterproof reinforced layers, then full-scale construction exterior wall SBS waterproof layers again, constructed
Water pouring test is carried out into after, after pass the test, the thick gangue fish tail and waterproof layers of 120mm is built by laying bricks or stones in outside.
Specifically, every main joist 2 includes two steel pipes being arranged side by side, and 4 one end of water-proof bolt is fixed on breast boards 3
Interior, the other end is located between two steel pipes, and is fixed by dovetail card and steel pipe, and dovetail card is connected to two steel by nut
Between pipe, the tightness of adjusting nut can change the pressure size that breast boards 3 is contacted with exterior wall 1, arrange two steel pipes and exist
During tension, support force is more stable.
Additionally, also including many horizontally disposed secondary joists 5, secondary joist 5 is fixedly connected with main joist 2, it is preferable that secondary dragon
Flitch of the bone 5 for 50*100mm, axially horizontally disposed, the spacing of two flitches is 200mm.Width with post-cast strip is as 800mm
As a example by, the length of flitch is 1200mm, and two ends are respectively reserved 200mm and contacted with exterior wall 1.Similarly, the width of breast boards 3 can also set
It is set to 1200mm.Secondary joist 5 and breast boards 3 can be pressed on water-proof bolt 4 both sides of exterior wall 1.
Further, for the impurity such as concrete block that drop at the top of preventing, 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 is not contacted with ground, reserves 30cm's
Space, to clean to the debris in the space of post-cast strip.
In construction, can follow the steps below：In two main joists 2 of inboard, upright of outer wall of basement 1；Outside
11 outside upright of post-cast strip of wall 1 arranges breast boards 3, fixes water-proof bolt 4 perpendicular to plate face on breast boards 3；By water-proof bolt 4
The other end is fixed on main joist 2 by dovetail clip, makes the two ends of breast boards 3 be close to the outside of exterior wall 1.The two ends of breast boards 3
It is attached to the outside of exterior wall 1, mid portion is by the region overlay of post-cast strip 11, mutually isolated with the external world by post-cast strip, so as to realize
The effect of closing.One end of water-proof bolt 4 is fixed on breast boards 3, and the other end is removably fixedly connected with main joist 2, gear
Multiple water-proof bolts 4 are set on native plate 3, are arranged above and below as two row or multi-row successively, will be kept off by the tensioning function of water-proof bolt 4
Native plate 3 is pressed in the outside of exterior wall 1, provides horizontal active force to breast boards 3 by main joist 2.
Water-proofing treatment is done at the gap of each water-proof die plate for forming breast boards 3, similarly, in water-proof die plate and exterior wall
Water-proofing treatment is also carried out at 1 gap.Specifically, circle is smeared into cement mortar between the gap of two pieces of water-proof die plates and at external corner
Arcuation, and SBS waterproof reinforced layers are pasted in outside.Anti- watertight is realized by cement mortar and SBS waterproof reinforced layer materials at two layers
Envelope.Water pouring test is done after the completion of construction, 120mm thickness gangue fish tail and waterproof layers after pass the test, are built by laying bricks or stones.
When breast boards 3 being arranged with main joist 2, laterally fix multiple rows of secondary joist 5 on main joist 2, the two of water-proof bolt 4
End connects main joist 2 and breast boards 3 respectively, and water-proof bolt 4 applies tightening force and secondary joist 5 and breast boards 3 are pressed on exterior wall 1
Both sides, so as to realize fixing to the positioning of breast boards 3.
The foregoing description of the disclosed embodiments, enables professional and technical personnel in the field to realize or use that this practicality is new
Type.Various modifications to these embodiments will be apparent for those skilled in the art, determined herein
The General Principle of justice, can be realized in the case of without departing from spirit or scope of the present utility model in other embodiments.Cause
This, this utility model is not intended to be limited to the embodiments shown herein, and is to fit to and principles disclosed herein
The most wide scope consistent with features of novelty.
Claims (7)
1. a kind of exterior wall pouring after settlement locking device, it is characterised in that include：
At least two main joists (2) being vertically arranged on the inside of outer wall of basement (1)；
The breast boards (3) being vertically arranged on the outside of the post-cast strip (11) of the exterior wall (1)；
The water-proof bolt (4) being vertically fixed on the breast boards (3), the two ends of the water-proof bolt (4) connect described respectively
Main joist (2) and the breast boards (3).
2. exterior wall pouring after settlement locking device according to claim 1, it is characterised in that the breast boards (3) includes
Polylith water-proof die plate, at least provided with two water-proof bolts (4) on every piece of water-proof die plate, sets between water-proof die plate described in polylith
Put waterproof layer.
3. exterior wall pouring after settlement locking device according to claim 2, it is characterised in that the waterproof layer includes cement
Mortar and SBS waterproof reinforced layers.
4. the exterior wall pouring after settlement locking device according to any one of claims 1 to 3, it is characterised in that per described in root
Main joist (2) includes two steel pipes being arranged side by side, and one end of the water-proof bolt (4) is located between two steel pipes, and is passed through
Dovetail card is fixed with the steel pipe.
5. exterior wall pouring after settlement locking device according to claim 4, it is characterised in that also horizontally disposed including many
Secondary joist (5), the secondary joist (5) is fixedly connected with the main joist (2)；The water-proof bolt (4) can be by described time
Os Draconis (5) and the breast boards (3) are pressed on the both sides of the exterior wall (1).
6. exterior wall pouring after settlement locking device according to claim 5, it is characterised in that the top of the breast boards (3)
Portion arranges protection cap, the reserved cleanout in bottom of the breast boards (3).
7. exterior wall pouring after settlement locking device according to claim 4, it is characterised in that the breast boards (3) it is outer
Side arranges gangue protective layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621065347.5U CN206052793U (en) | 2016-09-20 | 2016-09-20 | A kind of exterior wall pouring after settlement locking device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621065347.5U CN206052793U (en) | 2016-09-20 | 2016-09-20 | A kind of exterior wall pouring after settlement locking device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206052793U true CN206052793U (en) | 2017-03-29 |
Family
ID=58370629
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621065347.5U Withdrawn - After Issue CN206052793U (en) | 2016-09-20 | 2016-09-20 | A kind of exterior wall pouring after settlement locking device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206052793U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106223367A (en) * | 2016-09-20 | 2016-12-14 | 中建八局第四建设有限公司 | A kind of exterior wall pouring after settlement enclosure method and device |
-
2016
- 2016-09-20 CN CN201621065347.5U patent/CN206052793U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106223367A (en) * | 2016-09-20 | 2016-12-14 | 中建八局第四建设有限公司 | A kind of exterior wall pouring after settlement enclosure method and device |
| CN106223367B (en) * | 2016-09-20 | 2019-06-28 | 中建八局第四建设有限公司 | A kind of exterior wall pouring after settlement enclosure method and device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20170329 Effective date of abandoning: 20190628 |
|
| AV01 | Patent right actively abandoned |