CN203654317U - Guide wall structure of basement exterior wall - Google Patents
Guide wall structure of basement exterior wall Download PDFInfo
- Publication number
- CN203654317U CN203654317U CN201320836615.9U CN201320836615U CN203654317U CN 203654317 U CN203654317 U CN 203654317U CN 201320836615 U CN201320836615 U CN 201320836615U CN 203654317 U CN203654317 U CN 203654317U
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- wall
- concrete
- guide wall
- reinforced concrete
- wall body
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Abstract
The utility model relates to a guide wall structure of a basement exterior wall. The guide wall structure comprises a reinforced concrete guide wall arranged on a foundation slab, wherein the part, with the maximum thickness, of the reinforced concrete guide wall is flush with the outer surface of wall body reinforcing steel bars pre-buried on two sides of the guide wall; stubbles connected with post-poured concrete are chiseled on the inner side surface and the outer side surface of the reinforced concrete guide wall; a water-stop steel plate is arranged at the top of the reinforced concrete guide wall. The depths of the stubbles are not more than 10mm. The pouring thickness, of the post-poured concrete, along the outer side surface of a reinforced concrete wall body is 40mm, and the pouring thickness, of the post-poured concrete, along the inner side surface of the reinforced concrete wall body is 25mm. The guide wall structure solves the technical problems as follows: (1) in the traditional guide wall, faulting of slab ends is very likely happen to the outer wall body to cause misplacement and leakage of the outer wall body, so that the construction quality of the outer wall body is greatly reduced to affect the solid quality and outside impression effect of structural concrete; (2) material waste is caused by chiseling or filling the misplacement and leakage of the outer wall body.
Description
Technical field
The utility model relates to a kind of wall construction of leading of outer wall of basement.
Background technology
The construction that outer wall of basement is led wall is the critical process of guaranteeing wall construction quality and external wall waterproof, and the construction quality of therefore leading wall seems particularly important in construction.Tradition is led wall and is led the outer wall body generation faulting of slab ends phenomenon that the construction method of wall very easily causes, cause outer wall body dislocation and seepage, the construction quality of outer wall body reduces greatly, affects entity quality and the outside perception effect of structural concrete, has formed at present common quality defect.Therefore solve the faulting of slab ends phenomenon that often can run in outer wall of basement construction, become problem demanding prompt solution in construction of guide wall.
Utility model content
The purpose of this utility model is to provide a kind of wall construction of leading of outer wall of basement, solve tradition and lead the outer wall body generation faulting of slab ends phenomenon that wall very easily causes, cause outer wall body dislocation and seepage, the construction quality of outer wall body reduces greatly, affect the entity quality of structural concrete and the technical problem of outside perception effect, also will solve and pick cutter or fill up outer wall body dislocation and seepage causes the technical problem of waste of material.
For achieving the above object, the utility model adopts following technical scheme:
A kind of outer wall of basement lead wall construction, comprise that the steel concrete being arranged on sole plate leads wall, it is concordant with the exocuticle that is embedded in the wall steel bar of leading wall both sides that described steel concrete is led the thickness maximum of wall, the inner surface that described steel concrete is led wall is all carved with outer surface the stubble that connects being connected with rear pouring concrete, and this steel concrete is led coping and is provided with steel plate for sealing water.
The described cutter that connects stubble is not more than 10mm deeply.
Described rear pouring concrete is 40mm along the thickness of building of reinforced concrete wall outer surface, is 25mm along the thickness of building of reinforced concrete wall inner surface.
Compared with prior art the utlity model has following characteristics and beneficial effect:
The utility model improved because of the caused outside of outer wall body the faulting of slab ends bad and concrete entity of perception effect of poor quality, the underproof technical problem of wall size, reduce and picked cutter or fill up the waste of material that outer wall body misplaces and seepage causes, cost-saving, and simple to operate, effect is good.
The utility model is widely used in the construction of outer wall of basement.
Brief description of the drawings
Below in conjunction with accompanying drawing, the utility model is described in more detail.
Fig. 1 is the structural representation of the utility model construction method step one.
Fig. 2 is the structural representation of structural representation of the present utility model and construction method step two.
Fig. 3 is the structural representation of the utility model construction method step three.
Fig. 4 is the structural representation of the utility model construction method step four.
Reference numeral: 1-steel concrete is led pouring concrete after wall, 2-wall steel bar, 3-, 4-connects stubble, 5-steel plate for sealing water, 6-guide wall form board, 7-split bolt, 8-outer wall template, 9-sole plate, the former guide wall form board of 10-.
Detailed description of the invention
Embodiment is shown in Figure 2, a kind of outer wall of basement lead wall construction, comprise that the steel concrete being arranged on sole plate 9 leads wall 1, it is concordant with the exocuticle that is embedded in the wall steel bar 2 of leading wall both sides that described steel concrete is led the thickness maximum of wall 1, shown in Figure 2, the inner surface that described steel concrete is led wall 1 and outer surface be all carved be connected with rear pouring concrete 3 connect stubble 4, the top that this steel concrete is led wall 1 is provided with steel plate for sealing water 5.
The described cutter that connects stubble 4 is not more than 10mm deeply.Shown in Fig. 1 and Fig. 3, described rear pouring concrete 3 is built thickness a=40mm along reinforced concrete wall 1 outer surface, is b=25mm along the thickness of building of reinforced concrete wall 1 inner surface.
Construction method of the present utility model is divided into following four steps, and guide wall form board installs, leads that wall concrete picks cutter, outer wall template installs and body of wall concreting, specific as follows:
Step 1, guide wall form board install: shown in Figure 1; point out the position of former guide wall form board 10; installing the former guide wall form board of Thickness Ratio, to install thickness little; both sides are respectively than the little 40mm of original thickness and 25mm; wherein lead little a=40mm outside wall, lead the i.e. thickness of protection tier of outside and inner side of the little b=25mm(of side within the walls).Guide wall form board 6 is close to wall steel bar 2 and is installed, and avoid waste concrete and follow-up picking while cutter are caused unnecessary artificial waste, and split bolt 7 is installed.
Step 2, lead wall concrete and pick cutter: be shown in Figure 2, steel concrete is led after wall 1 built, in order to allow the better combination of New-old concrete, the leading wall of concrete final set both sides concrete respectively pick cutter c=10mm connect stubble 4, when concrete picks cutter, the control of picking the cutter degree of depth also be should be noted that, pick the cutter combination that can affect New-old concrete not in place, pick to cut a hole and deeply can cause concrete waste, also can cause the artificial waste while picking cutter concrete simultaneously.Note controlling picking the cutter time simultaneously, before leading the final set of wall concrete, complete.
Wherein concrete gravel particle diameter must not be greater than 25mm.When concreting, answer staged and layered to carry out, building highly of every layer of body of wall should determine according to design feature and reinforcing bar density, but be no more than 500mm.Concrete uses internal vibration rod to insert and to pull out slowly soon, and slotting point is evenly distributed, and pointwise is moved, and carries out in order, must not omit, and evenly vibrates.Concreting should carry out continuously, and as intermittently necessary, the time should shorten as far as possible, and should be before anterior layer concrete initial set, by complete sublevel concreting.
Carry out as stated above body of wall and build, surface of wall concrete appearance is good, occurs without faulting of slab ends phenomenon, and effect is remarkable.
Claims (3)
- An outer wall of basement lead wall construction, comprise that the steel concrete being arranged on sole plate (9) leads wall (1), it is characterized in that: it is concordant with the exocuticle that is embedded in the wall steel bar (2) of leading wall both sides that described steel concrete is led the thickness maximum of wall (1), the inner surface that described steel concrete is led wall (1) is all carved with outer surface connect batch (4) that are connected with rear pouring concrete (3), and the top that this steel concrete is led wall (1) is provided with steel plate for sealing water (5).
- A kind of outer wall of basement according to claim 1 lead wall construction, it is characterized in that: described in connect stubble (4) cutter be deeply not more than 10mm.
- A kind of outer wall of basement according to claim 1 lead wall construction, it is characterized in that: described rear pouring concrete (3) is 40mm along the thickness of building of reinforced concrete wall (1) outer surface, is 25mm along the thickness of building of reinforced concrete wall (1) inner surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320836615.9U CN203654317U (en) | 2013-12-18 | 2013-12-18 | Guide wall structure of basement exterior wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320836615.9U CN203654317U (en) | 2013-12-18 | 2013-12-18 | Guide wall structure of basement exterior wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203654317U true CN203654317U (en) | 2014-06-18 |
Family
ID=50920724
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320836615.9U Expired - Fee Related CN203654317U (en) | 2013-12-18 | 2013-12-18 | Guide wall structure of basement exterior wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203654317U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104196055A (en) * | 2014-08-08 | 2014-12-10 | 山东万鑫建设有限公司 | Construction method for frameworks on lower portion of basement exterior wall |
| CN107152111A (en) * | 2017-05-16 | 2017-09-12 | 江苏南通三建集团股份有限公司 | The lenticular plain concrete construction of guide wall technique used between many boiled water rooms |
| CN109457950A (en) * | 2018-12-28 | 2019-03-12 | 上海绿地建设(集团)有限公司 | Structural wall boundary Template Location fixed structure and casting method |
-
2013
- 2013-12-18 CN CN201320836615.9U patent/CN203654317U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104196055A (en) * | 2014-08-08 | 2014-12-10 | 山东万鑫建设有限公司 | Construction method for frameworks on lower portion of basement exterior wall |
| CN104196055B (en) * | 2014-08-08 | 2015-12-09 | 山东万鑫建设有限公司 | Outer wall of basement lower die board construction method |
| CN107152111A (en) * | 2017-05-16 | 2017-09-12 | 江苏南通三建集团股份有限公司 | The lenticular plain concrete construction of guide wall technique used between many boiled water rooms |
| CN109457950A (en) * | 2018-12-28 | 2019-03-12 | 上海绿地建设(集团)有限公司 | Structural wall boundary Template Location fixed structure and casting method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| 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: 20140618 Termination date: 20161218 |