CN207846488U - A kind of poured band of outer wall of basement concrete prefabricated board - Google Patents
A kind of poured band of outer wall of basement concrete prefabricated board Download PDFInfo
- Publication number
- CN207846488U CN207846488U CN201820087172.0U CN201820087172U CN207846488U CN 207846488 U CN207846488 U CN 207846488U CN 201820087172 U CN201820087172 U CN 201820087172U CN 207846488 U CN207846488 U CN 207846488U
- Authority
- CN
- China
- Prior art keywords
- plate body
- prefabricated board
- concrete prefabricated
- wall
- poured band
- Prior art date
- 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
Links
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 31
- 238000003491 array Methods 0.000 claims description 3
- 210000000481 breast Anatomy 0.000 description 2
- 239000004568 cement Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- -1 Setting Chemical compound 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000008094 contradictory effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000013632 homeostatic process Effects 0.000 description 1
- 230000001771 impaired effect Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model belongs to poured band of outer wall of basement concrete prefabricated board field, it is intended to provide a kind of poured band of outer wall of basement concrete prefabricated board, its key points of the technical solution are that including plate body, the plate body both sides are equipped with supporting rack, support frame as described above is using plate body as symmetrical centre, it is symmetrical arranged in plate body both sides, the relative position between support frame as described above and plate body is adjustable.By using above-mentioned technical proposal, after placing concrete prefabricated board, in pour into a mould Concrete, even if receive can be using supporting rack as support force if foreign impacts power shakes for concrete prefabricated board, there is a situation where substantially oblique for reduction concrete prefabricated board stress.
Description
Technical field
The utility model is related to concrete prefabricated board field, more particularly to a kind of poured band of outer wall of basement is concrete prefabricated
Plate.
Background technology
Currently, the Chinese patent of Publication No. CN202099816U discloses a kind of prefabricated waterproof of poured band of outer wall of basement
Breast boards, the utility model is related to a kind of prefabricated waterproof breast boards of poured band of outer wall of basement, including post-cast strip, post-cast strip to be located at
It among concrete walls, is connect with concrete walls by steel plate for sealing water at left and right sides of post-cast strip, passes through expansion bolt on the outside of post-cast strip
It is connect with concrete prefabricated board, concrete prefabricated board both ends side edge is reserved with hole, and expansion bolt is fixed in hole, and concrete is pre-
Making sheet surface is wiped with grieshoch, and the gradient is smeared into concrete prefabricated board end with ash.
This structure in actual use, needs before pouring into a mould concrete, first places concrete prefabricated board, then
It is poured into a mould on the basis of concrete prefabricated board.Due to generating pressure when concrete is poured into a mould, a block concrete prefabricated board is only placed,
The stability of concrete prefabricated board itself is low.
Utility model content
The utility model is to provide a kind of poured band of outer wall of basement concrete prefabricated board, can improve concrete prefabricated board
Stability in use.
The above-mentioned technical purpose of the utility model technical scheme is that：
A kind of poured band of outer wall of basement concrete prefabricated board, including plate body, the plate body both sides are equipped with supporting rack, described
Supporting rack is symmetrical arranged, the relative position between support frame as described above and plate body is adjustable using plate body as symmetrical centre in plate body both sides.
By using above-mentioned technical proposal, after placing concrete prefabricated board, in pouring into a mould Concrete, even if concrete
Prefabricated board receives foreign impacts power and shakes, and can also reduce concrete prefabricated board stress using supporting rack as support force and occur
The case where substantially tilting.
Further setting：The bottom of the plate body is equipped with pedestal item, and the pedestal item is arranged perpendicular to plate body, the support
Frame one end is connected with plate body, and the other end and pedestal item are inconsistent.
By using above-mentioned technical proposal, pedestal item can increase concrete for propping up concrete prefabricated board
Connection area between prefabricated board and ground so that concrete prefabricated board it is stability-enhanced simultaneously, additionally it is possible to reduce coagulation
Native prefabricated board due to contact area of ground is small, pressure is big and is absorbed in the possibility on ground.
Further setting：The equal length that the pedestal item extends to plate body both sides, the pedestal item is away from ground
Side is equipped with the limit counterbore of several linear arrays.
By using above-mentioned technical proposal, pedestal item is located at concrete prefabricated board both sides, to the both sides of concrete prefabricated board
The support force size of offer tends to be equal.
Further setting：The side of the pedestal item towards ground is equipped with locating pin, and the locating pin is perpendicular to pedestal item
Setting, and locating pin linear array.
By using above-mentioned technical proposal, locating pin can be absorbed in ground, improve between concrete prefabricated board and ground
Bonding strength.More not it is easier that run-off the straight between concrete prefabricated board and ground.
Further setting：The locating pin falls the projection on pedestal item and is located between adjacent two limits counterbore.
By using above-mentioned technical proposal, the external force suffered by power that locating pin is applied, limit counterbore is acting on base
When on seat item, if all acting on same point, the stress at this becomes larger, and pedestal item is easy impaired.
Further setting：Support frame as described above includes supporting rod, the location hole on plate body, described supporting rod one end with it is fixed
Position hole is connected, and is rotatablely connected between location hole.
By using above-mentioned technical proposal, when concrete prefabricated board run-off the straight, supporting rod plays concrete prefabricated board
Support force to supporting role, supporting rod derives from the counterbore limit on pedestal item.And it is mutual between location hole and supporting rod
Rotation relation can provide the space of supporting rod when concrete prefabricated board tilts.
Further setting：The location hole is set as kidney-shaped, and the supporting rod vertical direction can move in location hole.
By using above-mentioned technical proposal, kidney-shaped location hole is in actual use, longer than common hole length, can carry
The cushion space bigger of confession.
Further setting：The side wall of the location hole dig it is fluted, the support boom end be equipped with locating rod, it is described fixed
Position bar is fallen in groove.
By using above-mentioned technical proposal, groove is for limiting locating rod so that locating rod is not easy to take off during the motion
Go out.
In conclusion the utility model has the advantages that：
1, concrete prefabricated board after it is placed, homeostasis degree higher, place especially moderate in soil property hardness,
It is positioned more easily by locating pin；
2, it pours into a mould in Concrete, concrete prefabricated board is by the inclined possibility smaller of external force.
Description of the drawings
Fig. 1 is the structural representation for embodying relative position relation between concrete prefabricated board and supporting rack in embodiment 1
Figure；
Fig. 2 is the structural schematic diagram for embodying concrete prefabricated board upper limit counterbore in embodiment 1；
Fig. 3 is the portions the A enlarged drawing of Fig. 2 in embodiment 1 for embodying location hole inner groovy and the mutually matched knot of supporting rod
Structure schematic diagram.
In figure, 1, plate body；2, supporting rack；21, supporting rod；22, location hole；221, groove；3, pedestal item；4, limit is heavy
Hole；5, locating pin.
Specific implementation mode
The utility model is described in further detail below in conjunction with attached drawing.
Embodiment 1：A kind of poured band of outer wall of basement concrete prefabricated board, as shown in Figure 1, including plate body 1, plate body 1 is
The advance moulding by casting of Cement Concrete；1 both sides of plate body are equipped with supporting rack 2, and supporting rack 2 is symmetrical centre with plate body 1, in 1 both sides of plate body
It is symmetrical arranged.
Relative position between supporting rack 2 and plate body 1 is adjustable.
The thickness of plate body 1 is set as 10cm ~ 20cm, and 15cm is used in the present embodiment；The bottom of plate body 1 is equipped with pedestal item 3,
Pedestal item 3 is arranged perpendicular to plate body 1, and 2 one end of supporting rack is connected with plate body 1, and the other end and pedestal item 3 are inconsistent.
The equal length that pedestal item 3 extends to 1 both sides of plate body, pedestal item 3 is poured into a mould to be formed using Cement Concrete, and and plate body
1 is integrally formed setting.Pedestal item 3 is equipped with the limit counterbore 4 of several linear arrays away from the side on ground.Counterbore 4 is limited in cone
Shape, so that supporting rod 21 is fallen into from the oral area of limit counterbore 4.
Supporting rack 2 includes supporting rod 21, the location hole 22 on plate body 1, and 21 one end of supporting rod is connected with location hole 22,
And it is rotatablely connected between location hole 22.
Location hole 22 is set as kidney-shaped, and supporting rod 21 vertical direction can move in location hole 22.
The side wall of location hole 22 digs fluted 221, and 21 end of supporting rod is equipped with locating rod, and locating rod is fallen in groove 221
It is interior.
Side of the pedestal item 3 towards ground is equipped with locating pin 5, and locating pin 5 is arranged perpendicular to pedestal item 3, and 5 line of locating pin
Property array.Locating pin 5 is set as peg, is cast in advance in pedestal item 3.
Locating pin 5 falls the projection on pedestal item 3 and is located between adjacent two limits counterbore 4.
When plate body 1 tilts, the motion state of plate body 1 is earthward to tilt, and the end of supporting rod 21 is fallen in counterbore at this time
In interior groove 221, and deviate from one end motion of ground to groove 221, until contradicting at the top of groove 221, this section of stroke is
Allow the range of 1 top droop of plate body, prevents plate body 1 from continuing to tilt, achieve the purpose that stable plate body 1.
The above embodiments are only the explanation to the utility model, are not limitations of the present invention, ability
Field technique personnel can as needed make the present embodiment the modification of not creative contribution after reading this specification, but
As long as all being protected by Patent Law in the right of the utility model.
Claims (8)
1. a kind of poured band of outer wall of basement concrete prefabricated board, including plate body（1）, it is characterized in that：The plate body（1）Both sides are set
There is supporting rack（2）, support frame as described above（2）With plate body（1）For symmetrical centre, in plate body（1）Both sides are symmetrical arranged, support frame as described above
（2）With plate body（1）Between relative position it is adjustable.
2. a kind of poured band of outer wall of basement concrete prefabricated board according to claim 1, it is characterized in that：The plate body
（1）Bottom be equipped with pedestal item（3）, the pedestal item（3）Perpendicular to plate body（1）Setting, support frame as described above（2）One end and plate body
（1）It is connected, the other end and pedestal item（3）It is inconsistent.
3. a kind of poured band of outer wall of basement concrete prefabricated board according to claim 2, it is characterized in that：The pedestal item
（3）To plate body（1）The equal length that both sides are extended, the pedestal item（3）Side away from ground is equipped with several linear arrays
Limit counterbore（4）.
4. a kind of poured band of outer wall of basement concrete prefabricated board according to claim 3, it is characterized in that：The pedestal item
（3）Side towards ground is equipped with locating pin（5）, the locating pin（5）Perpendicular to pedestal item（3）Setting, and locating pin（5）Line
Property array.
5. a kind of poured band of outer wall of basement concrete prefabricated board according to claim 4, it is characterized in that：The locating pin
（5）It falls in pedestal item（3）On projection be located at it is adjacent two limit counterbore（4）Between.
6. a kind of poured band of outer wall of basement concrete prefabricated board according to claim 1, it is characterized in that：Support frame as described above
（2）Including supporting rod（21）, be located at plate body（1）On location hole（22）, the supporting rod（21）One end and location hole（22）Phase
Connect, and and location hole（22）Between be rotatablely connected.
7. a kind of poured band of outer wall of basement concrete prefabricated board according to claim 6, it is characterized in that：The location hole
（22）It is set as kidney-shaped, the supporting rod（21）It can be in location hole（22）Interior vertical direction movement.
8. a kind of poured band of outer wall of basement concrete prefabricated board according to claim 7, it is characterized in that：The location hole
（22）Side wall dig it is fluted（221）, the supporting rod（21）End is equipped with locating rod, and the locating rod is fallen in groove
（221）It is interior.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820087172.0U CN207846488U (en) | 2018-01-18 | 2018-01-18 | A kind of poured band of outer wall of basement concrete prefabricated board |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820087172.0U CN207846488U (en) | 2018-01-18 | 2018-01-18 | A kind of poured band of outer wall of basement concrete prefabricated board |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207846488U true CN207846488U (en) | 2018-09-11 |
Family
ID=63415330
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820087172.0U Expired - Fee Related CN207846488U (en) | 2018-01-18 | 2018-01-18 | A kind of poured band of outer wall of basement concrete prefabricated board |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207846488U (en) |
-
2018
- 2018-01-18 CN CN201820087172.0U patent/CN207846488U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN208362897U (en) | One kind falling beam support system | |
| CN106013800A (en) | Constructional column construction method based on 3D printing filling wall | |
| CN207846488U (en) | A kind of poured band of outer wall of basement concrete prefabricated board | |
| CN213115635U (en) | Supporting structure for super-thick raft foundation | |
| CN212358363U (en) | Suspended tower crane foundation | |
| CN208280153U (en) | A kind of preformed bricks fetal membrane pedestal and its reinforcing prop | |
| CN207829011U (en) | A kind of contrary sequence method well body retaining wall cover half device | |
| JP3621292B2 (en) | Formwork support | |
| CN211714006U (en) | Basement water-resistant plate and tower crane one-step forming foundation structure | |
| CN207004010U (en) | A kind of building bearing post pours mould | |
| CN208168088U (en) | Aerial construction terrace | |
| CN205616260U (en) | Landing stage frame bracket and whole structure of watering of support girder | |
| CN208168159U (en) | The anti-disturbance device of first floor reinforcing bar and structure | |
| CN207047868U (en) | A kind of pattern foundation pit supporting structure barricade | |
| CN206626390U (en) | Dry gas-holder piston steel-concrete composed box girder | |
| CN111236060A (en) | Buried bridge expansion device and construction method thereof | |
| CN2434386Y (en) | Water tower foundation | |
| CN204001719U (en) | Quick revenue and expenditure internal mold for a kind of concrete construction | |
| CN207761296U (en) | A kind of removable concrete pump pipe supporting structure | |
| CN218776702U (en) | Swing arm structure of artificial stone plate cutting device | |
| CN208885006U (en) | A kind of large area indoor wall pours support component | |
| CN209636845U (en) | Ultra-high pressure iron tower basis | |
| CN208899668U (en) | Shear wall horizontal construction joint rough surface reserves molding construction structure | |
| CN209732741U (en) | Connecting frame for bottom supporting mechanism of shoe mold machine | |
| CN220080106U (en) | Keel frame structure of well lid that fastness is high |
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: 20180911 |