CN209244054U - A kind of prefabricated waterproof bank platform structure - Google Patents
A kind of prefabricated waterproof bank platform structure Download PDFInfo
- Publication number
- CN209244054U CN209244054U CN201821833706.6U CN201821833706U CN209244054U CN 209244054 U CN209244054 U CN 209244054U CN 201821833706 U CN201821833706 U CN 201821833706U CN 209244054 U CN209244054 U CN 209244054U
- Authority
- CN
- China
- Prior art keywords
- stirrup
- bank platform
- prewelding
- platform structure
- kan tai
- 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.)
- Active
Links
Abstract
The utility model relates to floor building fields, a kind of prefabricated waterproof bank platform structure is disclosed, including pouring the template of build floor, the stirrup being set in the template, the prewelding reinforcing bar being vertically arranged being welded on the stirrup, the billet being welded and fixed with stirrup top, the Kan Tai for being set on the billet and fixing with prewelding reinforcing bar upper end, pouring in the concrete layer in the template and the floor bar being embedded in concrete layer；The concrete layer upper level is between the upper surface Kan Tai and bottom surface.The utility model has the following advantages that and effect: the concrete layer upper surface of the bank platform structure is located on the bottom surface Kan Tai, and concrete layer is formed in Kan Tai installation after-pouring, it avoids generating construction joint between Kan Tai and floor, to prevent water flow from infiltrating into the other side Kan Tai from bank platform bottom position, the waterproof effect of the Kan Tai is improved.
Description
Technical field
The utility model relates to floor building field, in particular to a kind of prefabricated waterproof bank platform structure.
Background technique
Bank platform structure is exactly the Kan Tai with concrete for making, is usually used to stop the water flow on floor bottom surface, be usually used in
Room doorway lower part, calculator room equipment periphery, kitchen periphery, toilet periphery etc..Traditional bank platform structure construction is using cast-in-place
Method, cast-in-place legal system make waterproof Kan Tai be usually after the completion of concrete floor slab placement, then the secondary casting concrete of support shuttering produce it is anti-
The Kan Tai of water.But pour building waterproofing Kan Tai in this way with many problems: slab surfaces are cleared up not before pouring bank platform
In place, cause to pour there are construction joint between rear Kan Tai and floor, waterproof effect is bad；Synchronize the method formwork difficulty poured
Greatly, complicated formwork erecting structure is needed, actual implementation is at high cost.
For this purpose, needing a kind of prefabricated waterproof bank platform structure, the prefabricated waterproof bank platform structure is same using prefabricated Kan Tai and floor
Step construction is completed, and is avoided Kan Tai is secondary on floor from pouring, is prevented from generating construction joint between Kan Tai and floor, waterproof effect is good
It is good.
Utility model content
In view of the deficienciess of the prior art, the purpose of the utility model is to provide a kind of prefabricated waterproof bank platform structure, it should
Waterproof bank platform structure avoids generating weld seam between Kan Tai and floor, and waterproof effect is good.
The above-mentioned technical purpose of the utility model has the technical scheme that
A kind of prefabricated waterproof bank platform structure, including pouring the template of build floor, the stirrup being set in the template, welding
In on the stirrup the prewelding reinforcing bar being vertically arranged, the billet being welded and fixed with stirrup top, be set to the billet
Upper and fixed with prewelding reinforcing bar upper end Kan Tai, it pours in the concrete layer in the template and is embedded in concrete layer
Floor bar；The concrete layer upper level is between the upper surface Kan Tai and bottom surface.
By using above-mentioned technical proposal, stirrup is set in the template for pouring build floor, at the top of prewelding reinforcing bar and stirrup
Fixed, then prefabricated Kan Tai is fixed with stirrup, and last concreting forms concrete layer in template, when concrete layer is supported
After shield, floor and Kan Tai complete to build；The height of the concrete layer upper surface be higher than the bottom surface Kan Tai, and concrete layer in
Kan Tai installation after-pouring forms, and avoids generating construction joint between Kan Tai and floor, to prevent water flow from seeping from bank platform bottom position
Thoroughly to the other side Kan Tai, the waterproof effect of the Kan Tai is improved.
The utility model is further arranged to, and the angle of the Kan Tai and the concrete layer upper surface has poured microlith
Edge sealing made of concrete.
By using above-mentioned technical proposal, the particle in pea gravel concreten is smaller, and pea gravel concreten pours Kan Tai and coagulation
The connection angle of soil layer, so that the lesser pea gravel concreten of partial size fills out the gap that may be present of Kan Tai and concrete layer
Full, after the maintenance of pea gravel concreten edge sealing, the waterproof performance of Kan Tai be will further improve.
The utility model is further arranged to, and the concrete layer upper surface has poured screed-coat made of waterproof mortar,
The screed-coat upper surface is higher than at the top of the edge sealing.
By using above-mentioned technical proposal, screed-coat made of waterproof mortar is covered on concrete layer, and bank platform is all
The edge sealing on side covers, so that concrete layer and edge sealing damage after preventing edge sealing Long Term Contact moisture from the infiltration of water flow on floor
It badly fails and the waterproof performance of Kan Tai is caused to reduce.
The utility model is further arranged to, and the upper surface Kan Tai offers welding groove, prewelding reinforcing bar lower end with
Stirrup is welded and fixed, and the upper end sequentially passes through the billet and Kan Tai and extends in welding groove and is welded and fixed with Kan Tai.
By using above-mentioned technical proposal, prewelding reinforcing bar is sequentially passed through to extend to after billet and Kan Tai and is opened on Kan Tai
It is fixed in the welding groove on surface, it avoids construction personnel in the bottom Kan Tai welding Kan Tai and prewelding reinforcing bar, facilitates constructor employee
Make, be welded and fixed in addition, prewelding reinforcing bar extends in welding groove with Kan Tai, after avoiding protruding from the prewelding reinforcing bar influence on Kan Tai
The construction of wall is filled on phase Kan Tai.
The utility model is further arranged to, and the welding groove inner sidewall is fixed with welding bloom, and the prewelding reinforcing bar is worn
Out one end bending of welding groove inner bottom surface and with welding bloom top be welded and fixed.
By using above-mentioned technical proposal, welding bloom, the welding in prewelding reinforcing bar and welding groove are fixed in welding groove
Bloom is welded and fixed, so that prewelding reinforcing bar and bank platform firm welding.
The utility model is further arranged to, and the welding bloom upper surface offers reinforcement tank, the reinforcement tank inner wall
It is bonded and welds with the prewelding rebar surface.
Mode by using above-mentioned technical proposal, relative to prewelding reinforcing bar outer wall directly with the welding of prewelding bloom upper surface
For, prewelding reinforcing bar outer wall makes prewelding reinforcing bar and weldering with the mode that the reinforcement tank inner wall being opened on welding bloom is bonded welding
The contact area for connecing bloom is bigger, and bonding area is bigger, so improve prewelding reinforcing bar and weld the weld strength of bloom.
The utility model is further arranged to, and reinforcing rib arranged in a crossed manner is welded between the supporting leg of the stirrup, described
Reinforcing rib is located on the upside of the floor bar.
By using above-mentioned technical proposal, reinforcing rib arranged in a crossed manner is welded between stirrup supporting leg, so that the branch of stirrup
Leg is connected with each other, so that load suffered by the single supporting leg of stirrup is distributed on other supporting legs of stirrup, improves horse
The bearing capacity of stirrup supporting leg, and reinforcing rib is located on the upside of floor bar, and the pressure on Kan Tai is avoided to be transmitted on floor bar, prevents
Only load-carrying properties of the bank platform pressure influence to floor.
The utility model is further arranged to, prewelding reinforcing bar lower end extend to the infall of the reinforcing rib and with add
Strengthening tendons are welded and fixed.
By using above-mentioned technical proposal, the reinforcing rib between prewelding reinforcing bar lower end and stirrup is welded and fixed, so that prewelding
Reinforcing bar is welded and fixed with stirrup.
The utility model is further arranged to, and the supporting leg bottom of the stirrup is fixed with pedestal, the base end face and institute
Template upper surface is stated to offset.
By using above-mentioned technical proposal, the supporting leg bottom of stirrup is fixed with pedestal, increases stirrup supporting leg and template
Contact area, so that stirrup is placed securely in template, the case where preventing stirrup from toppling over.
In conclusion the advantageous effects of the utility model are as follows:
1. the concrete layer upper surface is located on the bottom surface Kan Tai, and concrete layer is formed in Kan Tai installation after-pouring, is kept away
Exempt to generate construction joint between Kan Tai and floor, to prevent water flow from infiltrating into the other side Kan Tai from bank platform bottom position, improve
The waterproof effect of the Kan Tai；
2. pea gravel concreten pours the connection angle of Kan Tai and concrete layer, so that the lesser pea gravel concreten of partial size will
The gap that may be present of Kan Tai and concrete layer is filled up, after the maintenance of pea gravel concreten edge sealing, the waterproof performance of Kan Tai
It will further improve；
3. the contact that prewelding reinforcing bar outer wall makes prewelding reinforcing bar with welding bloom with the mode of reinforcement tank inner wall fitting welding
Area is bigger, and bonding area is bigger, so improve prewelding reinforcing bar and weld the weld strength of bloom.
Detailed description of the invention
Fig. 1 is the overall structure diagram of embodiment.
In figure: 1, template；2, stirrup；21, pedestal；22, reinforcing rib；3, billet；4, Kan Tai；41, welding groove；42, it welds
Connect bloom；421, reinforcement tank；5, prewelding reinforcing bar；6, floor bar；7, concrete layer；8, edge sealing；9, screed-coat.
Specific embodiment
The utility model is described in further detail below in conjunction with attached drawing.
As shown in Figure 1, a kind of prefabricated 4 structure of waterproof bank platform, including template 1, stirrup 2, billet 3, bank platform 4, pre- welding steel
Muscle 5, floor bar 6, concrete layer 7, edge sealing 8 and screed-coat 9.Template 1 is rectangular plate-like structure, and usually construction personnel takes
The wood based panel for casting concrete floor built is horizontally disposed with.Stirrup 2 is made of the bending of reinforcing bar both ends, and middle part is horizontal
Setting.2 both ends of stirrup are bent to form supporting leg downwards, and the supporting leg bottom of stirrup 2 is fixed with pedestal 22.Pedestal 22 is circle
Block structure, the upper end Middle face are fixed with supporting leg end, and its bottom surface offsets with template 1, so that stirrup 2 is put in template 1
It sets securely.
As shown in Figure 1, billet 3 is long plates of rectangular shape shape structure, be horizontally placed on 2 top of stirrup, and 3 bottom surface of billet with
2 top of stirrup is welded and fixed, so that billet 3 is stable in template 1.Stirrup 2 be equipped with it is multiple, multiple stirrups 2 are along billet 3
Length direction is evenly distributed, and adjacent stirrup 2 is between the supporting leg of diagonal position and is fixed with reinforcing rib 23.Reinforcing rib 23 is to cut
The rounded strip structure in face, axis horizontal, and two reinforcing ribs 23 on adjacent stirrup 2 are cross-superimposed and mutually weld
It connects, so that being connected firmly between the supporting leg of adjacent stirrup 2.
As shown in Figure 1, the rectangular in cross-section of bank platform 4, extending direction is consistent with the length direction of billet 3, and bank platform 4
Bottom surface be bonded and offset with the upper surface of billet 3.Prewelding reinforcing bar 5 is the rounded elongated rod shape structure in section, and axis is perpendicular
Directly, it and the infall that extends between reinforcing rib 23 of its lower end and is welded and fixed with two reinforcing ribs 23 at this.Prewelding reinforcing bar 5
Equipped with more, and more prewelding reinforcing bars 5 are evenly distributed along the extending direction of bank platform 4.4 upper surface of bank platform offers welding groove 41,
The rectangular in cross-section of welding groove 41, and the length direction of welding groove 41 is consistent with the extending direction of bank platform 4.Prewelding reinforcing bar 5 is separate
One end of reinforcing rib 23 sequentially passes through billet 3 and bank platform 4 and extends in welding groove 41.Welding steel is equipped in welding groove 41
Block 42, welding bloom 42 are rectangular block shape structure, and length direction is consistent with the length direction of welding groove 41, and weld bloom 42
Bottom surface and the inner bottom surface of welding groove 41 fix.The upper surface of welding bloom 42 offers reinforcement tank 421, the length of reinforcement tank 421
It is consistent with the welding length direction of bloom 42 to spend direction, is connected to outside both ends and welding bloom 42, and the section of reinforcement tank 421 is
It is semicircle.Prewelding reinforcing bar 5 extends to one end bending in welding groove 41 to level, and the outer surface of its horizontal ends and reinforcement tank
421 inner wall is bonded and is welded and fixed.
As shown in Figure 1, floor bar 6 is the rounded elongated rod shape structure in section, axis horizontal is equipped with more, more
Floor bar 6 is arranged in longitude and latitude wire type and is tied up two-by-two securely.Floor bar 6 is set to 1 upside of template and is located at reinforcing rib 23
Downside, after floor bar 6 is tied up securely, worker is in 1 upside casting concrete of template, so that when concrete setting and being formed mixed
When solidifying soil layer 7, the upper surface of concrete layer 7 is located in the height direction between the upper surface and bottom surface of bank platform 4.Edge sealing 8 is by thin
Stone concrete, which pours, to be made, and section is in isosceles right triangle, and its extending direction is consistent with the extending direction of bank platform 4.Envelope
The bottom surface on side 8 is bonded fixation with 7 upper surface of concrete layer, and side wall of the side wall with bank platform 4 close to the edge sealing 8 posts and fixes,
So that moisture is difficult to contact the junction of bank platform 4 Yu concrete layer 7.Screed-coat 9 is poured by waterproof mortar to be made, and coagulation is set to
7 upside of soil layer, bottom surface and concrete layer 7 are fixed, and its upper surface is located at 8 upside of edge sealing, so that the water on edge sealing 8 and floor
Separate exhausted.
When the present embodiment is in use, the upper surface of concrete layer 7 is located on the upside of 4 bottom surface of bank platform, and concrete layer 7 is in Kan Tai
4 installation after-pourings form, and avoid generating construction joint between bank platform 4 and floor, to improve the waterproof effect of the bank platform 4.
The above is only the preferred embodiment of the utility model, and the protection scope of the utility model is not limited merely to
Above-described embodiment, technical solution belonging to the idea of the present invention belong to the protection scope of the utility model.It should refer to
Out, for those skilled in the art, it is without departing from the principle of the utility model it is several improvement and
Retouching, these improvements and modifications also should be regarded as the protection scope of the utility model.
Claims (9)
1. a kind of prefabricated waterproof bank platform structure, it is characterized in that: including the template (1) for pouring build floor, being set to the template (1)
On stirrup (2), be welded on the stirrup (2) the prewelding reinforcing bar (5) being vertically arranged, be welded and fixed with stirrup (2) top
Billet (3), be set on the billet (3) and the Kan Tai (4) fixed with prewelding reinforcing bar (5) upper end, pour in described
Concrete layer (7) in template (1) and the floor bar (6) being embedded in concrete layer (7)；On the concrete layer (7)
Apparent height is between (4) upper surface the Kan Tai and bottom surface.
2. a kind of prefabricated waterproof bank platform structure according to claim 1, it is characterized in that: the Kan Tai (4) and the coagulation
The angle of soil layer (7) upper surface has poured edge sealing made of pea gravel concreten (8).
3. a kind of prefabricated waterproof bank platform structure according to claim 2, it is characterized in that: the concrete layer (7) upper surface
It has poured screed-coat made of waterproof mortar (9), screed-coat (9) upper surface is higher than at the top of the edge sealing (8).
4. a kind of prefabricated waterproof bank platform structure according to claim 2, it is characterized in that: the Kan Tai (4) upper surface opens up
Have welding groove (41), prewelding reinforcing bar (5) lower end is welded and fixed with stirrup (2), and the upper end sequentially passes through the billet (3)
And Kan Tai (4) and extending in welding groove (41) is welded and fixed with Kan Tai (4).
5. a kind of prefabricated waterproof bank platform structure according to claim 4, it is characterized in that: the welding groove (41) inner sidewall is solid
Surely have welding bloom (42), the prewelding reinforcing bar (5) be pierced by one end bending of welding groove (41) inner bottom surface and with welding bloom
(42) top is welded and fixed.
6. a kind of prefabricated waterproof bank platform structure according to claim 5, it is characterized in that: welding bloom (42) upper surface
It offers reinforcement tank (421), reinforcement tank (421) inner wall is bonded and welds with prewelding reinforcing bar (5) surface.
7. a kind of prefabricated waterproof bank platform structure according to claim 4, it is characterized in that: between the supporting leg of the stirrup (2)
It is welded with reinforcing rib arranged in a crossed manner (22), the reinforcing rib (22) is located on the upside of the floor bar (6).
8. a kind of prefabricated waterproof bank platform structure according to claim 7, it is characterized in that: the prewelding reinforcing bar (5) lower end is prolonged
It extends to the infall of the reinforcing rib (22) and is welded and fixed with reinforcing rib (22).
9. a kind of prefabricated waterproof bank platform structure according to claim 7, it is characterized in that: the supporting leg bottom of the stirrup (2)
It is fixed with pedestal (21), pedestal (21) bottom surface offsets with the template (1) upper surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821833706.6U CN209244054U (en) | 2018-11-06 | 2018-11-06 | A kind of prefabricated waterproof bank platform structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821833706.6U CN209244054U (en) | 2018-11-06 | 2018-11-06 | A kind of prefabricated waterproof bank platform structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209244054U true CN209244054U (en) | 2019-08-13 |
Family
ID=67527459
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821833706.6U Active CN209244054U (en) | 2018-11-06 | 2018-11-06 | A kind of prefabricated waterproof bank platform structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209244054U (en) |
-
2018
- 2018-11-06 CN CN201821833706.6U patent/CN209244054U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108797638A (en) | Integrated assembled piping lane based on composite bottom board and its construction method | |
| CN105839836B (en) | A kind of precast concrete shear wall component and its construction method | |
| CN107419824A (en) | The full precast shear wall structural system of regenerative steel skeleton and construction method | |
| CN208441138U (en) | Integrated assembled piping lane based on composite bottom board | |
| CN108797791B (en) | A kind of assembly method of upper and lower self-heat conserving external wall and floor | |
| CN205576955U (en) | Raft foundation's reinforced structure is displaced into to strip footing | |
| CN207277541U (en) | Prefabricated component and cast-in-place column assembled integral concrete frame structure | |
| CN108775084A (en) | Steel-concrete combines precast beam and prefabricated post connection structure and construction method | |
| CN208650333U (en) | A kind of compound Coupled Shear Wall structure of assembled integral steel reinforced concrete frame support | |
| CN108343160A (en) | A kind of connection structure of wallboard and coupling beam | |
| CN208430661U (en) | A kind of vertical piece construction of line-styled self-heat conserving overlapped shear wall | |
| CN207944339U (en) | A kind of prefabricated superposed type anti-collision wall for urban viaduct | |
| CN106150119A (en) | A kind of industrialization high ductility space constraint reinforced masonry wall system and construction method thereof | |
| CN105951987B (en) | Node and construction method are poured after the secondary external permanent aluminium sheet external mold of frame | |
| CN209244054U (en) | A kind of prefabricated waterproof bank platform structure | |
| CN205444504U (en) | Building structure post -cast strip | |
| CN208105474U (en) | A kind of assembly node of upper and lower interior wall and floor | |
| CN208918266U (en) | One kind exempting from support formula steel plate post-cast strip template structure system | |
| CN208857974U (en) | One kind being used for assembled integral bridge construction combination overhead station bean column node | |
| CN208347063U (en) | The prefabricated double board wall units of one kind, shear-wall element and assembly concrete shear wall | |
| CN208502236U (en) | A kind of edge banding apparatus for concrete floor edge in steel construction | |
| CN207739390U (en) | Overlap wall and horizontal member connecting node | |
| CN208650313U (en) | A kind of assembled integral reinforced concrete band shearing-resistant member Coupled Shear Wall structure | |
| CN105971196A (en) | Method for constructing masonry structure embedded square concrete filled steel tube ring beam-constructional column | |
| CN215947924U (en) | Support bearing structure for pier stud bent cap |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |