CN215106014U - Mounting structure of exempting from to wear stagnant water steel sheet roof beam bottom muscle - Google Patents
Mounting structure of exempting from to wear stagnant water steel sheet roof beam bottom muscle Download PDFInfo
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- CN215106014U CN215106014U CN202120411300.4U CN202120411300U CN215106014U CN 215106014 U CN215106014 U CN 215106014U CN 202120411300 U CN202120411300 U CN 202120411300U CN 215106014 U CN215106014 U CN 215106014U
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- beam bottom
- steel plate
- water
- steel bar
- mounting structure
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Abstract
The utility model discloses a mounting structure of exempting from to wear stagnant water steel sheet roof beam bottom muscle. The mounting structure of the beam bottom rib of the penetration-free water-stop steel plate comprises a water-stop steel plate and a bent anchor section embedded steel bar which are embedded at the top of the outer wall, and a beam top steel bar and a beam bottom steel bar which are embedded in the beam; one end of the beam top steel bar is bent above the water stop steel plate and anchored at the top end of the outer wall outside the water stop steel plate, and the bent anchor section embedded steel bar is located on the inner side of the water stop steel plate, and the extending end of the bent anchor section embedded steel bar is fixedly connected with the beam bottom steel bar. The utility model discloses a mounting structure has avoided the breast muscle to pass the stagnant water steel sheet to the stagnant water effect has been guaranteed.
Description
Technical Field
The utility model relates to an exempt from to wear mounting structure of stagnant water steel sheet roof beam bottom muscle belongs to the building field.
Background
With the higher and higher waterproof requirement standard of the building industry, the full-length welding requirement on the water stop steel plate is higher and higher, but similar phenomena exist in the construction process of many buildings at present. Because of the roof beam need pass through the stagnant water steel sheet, can pass through the stagnant water steel sheet smoothly for the reinforcing bar of guaranteeing the roof beam, some schemes are with the reinforcing bar directly with the stagnant water steel sheet welding together, some schemes are the breach of deciding of the stagnant water steel sheet that the roof beam passed directly, these ways all exist the infiltration hidden danger in practice, not the best processing scheme.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing an exempt from to wear mounting structure of stagnant water steel sheet back of the beam muscle, this mounting structure can avoid the back of the beam muscle to pass the stagnant water steel sheet to stagnant water effect has been guaranteed.
In order to realize the purpose, the utility model discloses the technical scheme who adopts is:
a mounting structure of a penetrating-free water stop steel plate beam bottom rib comprises a water stop steel plate and a bent anchor section embedded steel bar which are embedded at the top of an outer wall, and a beam top steel bar and a beam bottom steel bar which are embedded in a beam;
one end of the beam top steel bar is bent above the water stop steel plate and anchored at the top end of the outer wall outside the water stop steel plate, and the bent anchor section embedded steel bar is located on the inner side of the water stop steel plate, and the extending end of the bent anchor section embedded steel bar is fixedly connected with the beam bottom steel bar.
From this, the reinforcing bar of roof beam divide into two sets ofly, has avoided the damage to stagnant water steel sheet, has guaranteed the stagnant water effect, and simple to operate has improved the efficiency of construction.
According to the utility model discloses an embodiment, can also be right the utility model discloses do further optimization, following for optimizing the technical scheme who forms afterwards:
in one preferred embodiment, the bent anchor section embedded steel bars are connected with the beam bottom steel bars through connecting sleeves.
In order to further improve the reliability of connection, in a preferred embodiment, the beam top steel bars and the beam bottom steel bars are divided into an upper layer and a lower layer, and in the beam bottom steel bars, the connection positions of the two adjacent beam bottom steel bars and the bent anchor section embedded steel bars are arranged in a staggered manner.
Preferably, the top end of the water stop steel plate is bent towards the outer side of the outer wall.
Therefore, the utility model discloses a core lies in the pre-buried of the curved anchor section reinforcing bar in roof beam bottom, and anchoring length and anchored position need accurate location, just so can guarantee follow-up smooth with roof beam portion steel bar connection.
Compared with the prior art, the beneficial effects of the utility model are that: the utility model discloses a mounting structure can avoid the damage to the stagnant water steel sheet, can improve construction quality greatly under equal material and artificial prerequisite, has effectively guaranteed the stagnant water effect, also satisfies the acceptance standard of the relevant standard requirement of country simultaneously.
Drawings
FIG. 1 is a schematic diagram of the structure of an embodiment of the present invention;
FIG. 2 is an isometric view from another angle of FIG. 1;
fig. 3 is a front view of fig. 1.
In the figure
1-a beam; 2-beam top reinforcing steel bars; 3-connecting the sleeve; 4-bending the anchor section and embedding steel bars; 5-water stop steel plate; 6-outer wall; 7-beam bottom rebars.
Detailed Description
The present invention will be described in detail below with reference to the accompanying drawings in conjunction with embodiments. It should be noted that, in the present invention, the embodiments and features of the embodiments may be combined with each other without conflict. For convenience of description, the words "upper", "lower", "left" and "right" in the following description are used only to indicate the correspondence between the upper, lower, left and right directions of the drawings themselves, and do not limit the structure.
A mounting structure of a penetrating-free water stop steel plate beam bottom rib is shown in figures 1-3 and comprises a water stop steel plate 5 and a bent anchor section embedded steel bar 4 which are embedded at the top of an outer wall 6, and a beam top steel bar 2 and a beam bottom steel bar 7 which are embedded in a beam 1. Wherein the one end of roof beam top reinforcing bar 2 is bent and is crossed from stagnant water steel sheet 5's top and the outer wall top in the stagnant water steel sheet 5 outside the anchor, and the curved anchor section embedded bar 4 that is located stagnant water steel sheet 5 inboard passes through connecting sleeve 3 and is fixed continuous with roof beam bottom reinforcing bar 7 to connect into a whole with outer wall 6 and roof beam 1, and need not trompil on stagnant water steel sheet 5.
The water stop steel plate 5 provided on the top of the outer wall 6 of the present embodiment is provided along the longitudinal direction of the top end surface. And the beam top reinforcing steel bars 2 and the bent anchor section embedded reinforcing steel bars 4 which are orthogonally arranged with the outer wall 6 are anchored in the wall body of the outer wall 6 in a bent anchor mode.
The concrete construction sequence is as follows: the installation of the beam top steel bar 2 and the water stop steel plate 6 → the pre-buried wall body of the beam top steel bar 2 firstly → the concrete of the poured wall body → the maintenance → the roughening of the construction surface → the installation of the beam bottom steel bar 7 → the connection of the beam bottom steel bar 7 and the pre-buried steel bar 4 of the bent anchor section at the position spanned by the side 1/3 of the beam 1 through the connecting sleeve 3 (the length of the bent anchor meets the requirement of the length of the standard bent anchor). After construction, the water stop steel plate 5 can completely play a water stop role, and the steel bars 7 at the bottom of the beam can also normally play a role through the anchoring outer wall 6.
The above-mentioned embodiments are to be construed as illustrative and not limitative of the remainder of the disclosure, and it is to be understood that various equivalent modifications can be made without departing from the spirit and scope of the disclosure as set forth in the appended claims.
Claims (4)
1. The mounting structure of the beam bottom rib of the water-stop steel plate without penetrating is characterized by comprising a water-stop steel plate (5) and a bent anchor section embedded steel bar (4) which are embedded at the top of an outer wall (6), and a beam top steel bar (2) and a beam bottom steel bar (7) which are embedded in a beam (1);
one end of the beam top steel bar (2) is bent above the water stop steel plate (5) and anchored at the top end of the outer wall (6) outside the water stop steel plate (5), and the extending end of the bent anchor section embedded steel bar (4) which is located on the inner side of the water stop steel plate (5) is fixedly connected with the beam bottom steel bar (7).
2. The mounting structure of the penetrating-free water-stop steel plate beam bottom reinforcement of claim 1, wherein the bent anchor section embedded steel bars (4) are connected with the beam bottom steel bars (7) through a connecting sleeve (3).
3. The mounting structure of the threading-free water-stop steel plate beam bottom reinforcement of claim 1 or 2, wherein the beam top reinforcement (2) and the beam bottom reinforcement (7) are divided into an upper layer and a lower layer, and in the beam bottom reinforcement (7), the connection positions of the two adjacent beam bottom reinforcements (7) and the bent anchor section embedded reinforcement (4) are arranged in a staggered manner.
4. The mounting structure of the penetration-free water-stop steel plate beam bottom rib is characterized in that the top end of the water-stop steel plate (5) is bent towards the outer side of the outer wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120411300.4U CN215106014U (en) | 2021-02-25 | 2021-02-25 | Mounting structure of exempting from to wear stagnant water steel sheet roof beam bottom muscle |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120411300.4U CN215106014U (en) | 2021-02-25 | 2021-02-25 | Mounting structure of exempting from to wear stagnant water steel sheet roof beam bottom muscle |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215106014U true CN215106014U (en) | 2021-12-10 |
Family
ID=79336118
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120411300.4U Active CN215106014U (en) | 2021-02-25 | 2021-02-25 | Mounting structure of exempting from to wear stagnant water steel sheet roof beam bottom muscle |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215106014U (en) |
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2021
- 2021-02-25 CN CN202120411300.4U patent/CN215106014U/en active Active
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