CN208280165U - Underground external wall post-cast strip shifts to an earlier date enclosed construction - Google Patents
Underground external wall post-cast strip shifts to an earlier date enclosed construction Download PDFInfo
- Publication number
- CN208280165U CN208280165U CN201820459775.9U CN201820459775U CN208280165U CN 208280165 U CN208280165 U CN 208280165U CN 201820459775 U CN201820459775 U CN 201820459775U CN 208280165 U CN208280165 U CN 208280165U
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- CN
- China
- Prior art keywords
- external wall
- steel plate
- post
- cast strip
- underground external
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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Abstract
The utility model discloses a kind of underground external wall post-cast strips to shift to an earlier date enclosed construction, post-pouring belt of outer wall position is accordingly descended to be equipped with regularization steel plate, the width both ends of the regularization steel plate are greater than post-cast strip width both ends and are fixed on underground external wall with expansion bolt or nailing, the hole location and steel plate that the regularization steel plate passes through in expansion bolt or nailing are sealed with wall joint part using waterproof gasket cement, the underground external wall is equipped with waterproof layer in upstream face, is pasted onto regularization steel plate outer surface when the construction of waterproof layer simultaneously and forms extra play.The utility model closes post-cast strip using regularization steel plate in advance, it can be under the premise of post-cast strip pour, plays a role, intert external wall waterproof and fertile slot backfill construction in advance, shorten the duration, save cost, it is economic, practical, safe, convenient for operation, only can manually it complete, it is easy to operate without mechanical engagement.
Description
Technical field
The utility model relates to building construction technologies, and in particular to underground external wall construction Technique of Late Poured Band.
Background technique
It at this stage, is to prevent monolithic reinforced concrete structure since autogenous shrinkage is uneven or sedimentation unevenness can in construction
The harmful cracks that can be generated stay in sole plate, wall, beam corresponding position according to design or job specfication requirement and set post-cast strip, and
Post-cast strip pour need to after main structure terminates and settle it is basicly stable after can just pour, this just make outer wall of basement waterproof and
Fertile slot backfill process can carry out after needing main body to complete, and affect construction speed and construction period.
Utility model content
After technical problem to be solved in the utility model is just to provide the underground external wall that one kind can accelerate construction progress
It pours band and shifts to an earlier date enclosed construction.
In order to solve the above technical problems, the utility model adopts the following technical solution: closing in advance underground external wall post-cast strip
Structure is set to underground external wall post-cast strip position, and post-pouring belt of outer wall position is accordingly descended to be equipped with regularization steel plate, the regularization steel
The width both ends of plate are greater than post-cast strip width both ends and are fixed on underground external wall with expansion bolt or nailing, the regularization steel
The hole location and steel plate that plate passes through in expansion bolt or nailing are sealed with wall joint part using waterproof gasket cement, the underground
Exterior wall is equipped with waterproof layer in upstream face, is pasted onto regularization steel plate outer surface when the construction of waterproof layer simultaneously and forms extra play.
Preferably, the regularization steel plate uses the 5mm thick steel plate greater than post-cast strip width 400mm.
Preferably, the width direction both ends of the regularization steel plate are equipped with bending segment.
Preferably, the bending segment include connect to the inclined tilting section of underground external wall and with tilting section and with outside underground
The parallel straightway of wall, the straightway are equipped with the hole passed through for expansion bolt or nailing.
Preferably, an expansion bolt or nailing are correspondingly arranged at interval of 500mm in underground external wall vertical direction.
The technical solution adopted in the utility model closes post-cast strip using regularization steel plate in advance, can not pour in post-cast strip
Under the premise of building, playing a role, interts external wall waterproof and fertile slot backfill construction in advance, shorten the duration, saved cost, pass through
It helps, is practical, safe, convenient for operation, only can manually complete, being not necessarily to mechanical engagement, it is easy to operate.
Detailed description of the invention
The utility model is further described with reference to the accompanying drawings and detailed description:
Fig. 1 is the structural schematic diagram of the utility model；
Fig. 2 is the structural schematic diagram of regularization steel plate.
Specific embodiment
The technical solution of the utility model embodiment is explained below with reference to the attached drawing of the utility model embodiment and
Illustrate, but following embodiments are only the preferred embodiment of the utility model, and not all.Based on the implementation example in the implementation mode,
Those skilled in the art's obtained other embodiments without making creative work, belong to the utility model
Protection scope.
As depicted in figs. 1 and 2, underground external wall post-cast strip shifts to an earlier date enclosed construction, set on the post-cast strip of underground external wall 1 11
It sets, accordingly descends 11 position of post-pouring belt of outer wall to be equipped with regularization steel plate 2, close post-cast strip 11, energy in advance using regularization steel plate 2
Under the premise of post-cast strip 11 does not pour, plays a role, interts external wall waterproof and fertile slot backfill construction in advance, shortens the duration,
Cost is saved.Traditional precast concrete cover closing post empiricism process is more, and prefabricated components dead weight is big, needs personnel
With mechanical cooperation, it is easy to happen and the safety accidents such as injures, hits by a crashing object, be not easy to construct, using regularization steel plate, shorten work
Phase, save cost, it is economic, practical, safe, convenient for operation, it only can manually complete, be not necessarily to mechanical engagement, it is easy to operate.
Wherein, the width both ends of the regularization steel plate 2 are greater than post-cast strip width both ends and with expansion bolt or nailings 22
It is fixed on underground external wall 1, facilitates operation.The hole location and steel that the regularization steel plate 2 passes through in expansion bolt or nailing
Plate is sealed with wall joint part using waterproof gasket cement, and the underground external wall 1 is equipped with waterproof layer 12, the waterproof layer in upstream face
2 outer surface of regularization steel plate formation extra play is pasted onto when 12 construction simultaneously to avoid to guarantee the sealing effect of post-cast strip position
Leakage.
The present embodiment is preferred, and the regularization steel plate 2 is using the 5mm thick steel plate for being greater than post-cast strip width 400mm.It is described
The width direction both ends of regularization steel plate 2 are equipped with bending segment 21.The bending segment 21 includes to the inclined tilting section of underground external wall
And connect with tilting section and the straightway parallel with underground external wall, the straightway is equipped with to be passed through for expansion bolt or nailing
Hole.An expansion bolt or nailing are correspondingly arranged at interval of 500mm in underground external wall vertical direction.
It is as follows that underground external wall post-cast strip shifts to an earlier date closure construction process: by underground external wall post-cast strip sundries and spillage clear up
Completely, the dirt removal on reinforcing bar is clean, and by the concrete dabbing of post-cast strip two sides, with expansion bolt or nailing by regularization steel
Plate is fixed on vertical wall post-cast strip, hole for the expansion bolt and steel plate and wall joint part does sealant processing, band external wall waterproof layer
When stickup, extra play processing is done at the steel plate of post-cast strip, after the completion of waterproof protective layer, can carry out the construction of next step backfill.
Above description is only a specific implementation of the present invention, but the protection scope of the utility model is not limited to
In this, being familiar with the those skilled in the art should be understood that the utility model includes but is not limited to attached drawing and specific embodiment party above
Content described in formula.The modification of any function and structure principle without departing from the utility model is intended to be included in claims
Range in.
Claims (5)
1. underground external wall post-cast strip shifts to an earlier date enclosed construction, it is set to underground external wall post-cast strip position, it is characterised in that: accordingly lower outer
Wall post-cast strip position is equipped with regularization steel plate, and the width both ends of the regularization steel plate are greater than post-cast strip width both ends and with expanding
Bolt or nailing are fixed on underground external wall, the hole location and steel plate that the regularization steel plate passes through in expansion bolt or nailing
It is sealed with wall joint part using waterproof gasket cement, the underground external wall is equipped with waterproof layer, the construction of waterproof layer in upstream face
When simultaneously be pasted onto regularization steel plate outer surface formed extra play.
2. underground external wall post-cast strip according to claim 1 shifts to an earlier date enclosed construction, it is characterised in that: the regularization steel plate
Using the 5mm thick steel plate for being greater than post-cast strip width 400mm.
3. underground external wall post-cast strip according to claim 2 shifts to an earlier date enclosed construction, it is characterised in that: the regularization steel plate
Width direction both ends be equipped with bending segment.
4. underground external wall post-cast strip according to claim 3 shifts to an earlier date enclosed construction, it is characterised in that: the bending segment includes
Connect to the inclined tilting section of underground external wall and with tilting section and the straightway parallel with underground external wall, is set on the straightway
There is the hole passed through for expansion bolt or nailing.
5. underground external wall post-cast strip according to claim 4 shifts to an earlier date enclosed construction, it is characterised in that: vertical in underground external wall
Direction is correspondingly arranged an expansion bolt or nailing at interval of 500mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820459775.9U CN208280165U (en) | 2018-03-30 | 2018-03-30 | Underground external wall post-cast strip shifts to an earlier date enclosed construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820459775.9U CN208280165U (en) | 2018-03-30 | 2018-03-30 | Underground external wall post-cast strip shifts to an earlier date enclosed construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208280165U true CN208280165U (en) | 2018-12-25 |
Family
ID=64750295
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820459775.9U Expired - Fee Related CN208280165U (en) | 2018-03-30 | 2018-03-30 | Underground external wall post-cast strip shifts to an earlier date enclosed construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208280165U (en) |
-
2018
- 2018-03-30 CN CN201820459775.9U patent/CN208280165U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181225 Termination date: 20190330 |