CN206888005U - A kind of outer wall of basement - Google Patents
A kind of outer wall of basement Download PDFInfo
- Publication number
- CN206888005U CN206888005U CN201720776187.3U CN201720776187U CN206888005U CN 206888005 U CN206888005 U CN 206888005U CN 201720776187 U CN201720776187 U CN 201720776187U CN 206888005 U CN206888005 U CN 206888005U
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- wall
- guan liang
- basement
- reinforcement
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Abstract
It the utility model is related to basement wall field, particularly disclose a kind of outer wall of basement, including wall, it is located in horizontal reinforcement and vertical reinforcement in wall, length direction of the horizontal reinforcement along wall, top plate is fixed on the top of wall and the inboard of wall, the wall top is provided with the horizontal Guan Liang for stretching out wall outer side.Pass through above-mentioned setting, Guan Liang protrudes horizontally up the outside of wall, External Wall has the active force of plane outer support, so as to before top plate is not constructed, improve the stability of wall, so as to when building, the thickness of wall need not be increased or change the mode of arrangement of reinforcement, other walls use identical wall thickness and arrangement of reinforcement to exterior wall with basement, it is only necessary to add the structure of Guan Liang again after the reinforcing bar of wall has been assembled, facilitate worker to construct.Relative to increase thickness of wall body or the increasing vertical muscle of wall by the way of Guan Liang, the usage amount of concrete or reinforcing bar can be reduced, reduces cost when metope is built, while also avoids the excessive exterior wall of thickness from taking basement space.
Description
Technical field
Basement wall field is the utility model is related to, more particularly to a kind of outer wall of basement.
Background technology
At present, basement can be provided with power distribution room in corner region, need to be reserved for lacking for large scale equipment installation on top plate
Mouthful, in non-installation equipment, concrete roof wouldn't be poured into a mould, and the exterior wall top of basement lacks the horizontal branch of top plate
Support, thus cantilever member is formed, and the soil of outdoor section has backfilled before equipment installation, exterior wall load is larger, existing
Solution is typically the quantity of the thickness or the outer arrangement of reinforcement within the walls of increase that increase exterior wall wallboard, but the exterior wall being set as and its
The wall thickness or arrangement of reinforcement of his wall are different, it is necessary to which External Wall carries out individually designed its arrangement of reinforcement or wall thickness, it has not been convenient to which worker is constructed.
Utility model content
The purpose of this utility model is to provide a kind of outer wall of basement, and it has the advantages of convenient construction.
Above-mentioned technical purpose of the present utility model technical scheme is that：
A kind of outer wall of basement, including wall, it is located in horizontal reinforcement and vertical reinforcement in wall, the horizontal reinforcement edge
The length direction of wall, top plate are fixed on the top of wall and towards the inboards of wall, and stretching wall is provided with the wall
The horizontal Guan Liang in outside.
By using above-mentioned technical proposal, Guan Liang protrudes horizontally up the outside of wall, before top plate is not constructed, External Wall tool
There is the active force of plane outer support, so as to before top plate is not constructed, improve the stability of wall, so that when building, without increasing
The thickness of big wall or the mode for changing arrangement of reinforcement, other walls use identical wall thickness and arrangement of reinforcement to exterior wall with basement, only need
To add the structure of Guan Liang again after the reinforcing bar of wall has been assembled, facilitate worker to construct.By the way of Guan Liang relative to
Increase thickness of wall body or increase the vertical muscle of wall, the usage amount of concrete or reinforcing bar can be reduced, reduce cost when metope is built,
The excessive exterior wall of thickness is also avoided to take basement space simultaneously.
Further set：The upper surface of the Guan Liang is concordant with the upper surface of top plate.
By using above-mentioned technical proposal, worker can construct other positions of Guan Liang and basement roof, and realization is synchronous to grasp
Make, facilitate worker to be constructed.Guan Liang is located at the top of wall simultaneously, larger to the effect of contraction power of wall, in Guan Liang size
Without wall can be formed in the case of excessive it is effective it is outer constrain, avoid wall from deforming, ensure that wall body structure
Security and stability.
Further set：The Guan Liang is made of armored concrete.
The ground at Guan Liang is hollowed out by using above-mentioned technical proposal, during processing, after reinforcing steel bar laying is got well, then will
Concrete pours into, and is molded jointly with wall, easy for construction.
Further set：The Guan Liang includes the horizontal beam muscle parallel with horizontal reinforcement, institute towards the inboard one end of wall
State vertical reinforcement and pass through horizontal beam muscle to wall outer side bending.
By using above-mentioned technical proposal, horizontal beam muscle is routed to wall vertical reinforcement towards inside wall one
Side, and Guan Liang is folded between two horizontal reinforcements, the position of Guan Liang is accurate.And Guan Liang is towards the side of wall by vertical steel
Muscle is spacing, avoids Guan Liang from sliding laterally, and improves the bonding strength between Guan Liang and wall, enhancing Guan Liang is to the firm effect of wall
Fruit.
Further set：One layer of splash guard is provided with the outside of the wall, the splash guard outer layer is coated with a strata
Urethane water-repellent paint.
Further set：The thickness of the splash guard outer polyurethane water-repellent paint is not less than 1.5mm.
By using above-mentioned technical proposal, the setting of splash guard improves the waterproof ability of exterior wall, avoids the water in soil
Divide outer within the walls by the gap infiltration in concrete.Polyurethane water-proof paint has higher adsorption capacity, is glued after the completion of coating
It is strong to tie power, it is not easy to come off, good weatherability, acid and alkali-resistance corrodes, and is adapted in soil compared with complex environment.
Further set：Balancing weight is provided with the Guan Liang.
By using above-mentioned technical proposal, the setting of balancing weight increases the weight at Guan Liang, so as to which Guan Liang is to wall
Outer support active force is bigger.
In summary, the utility model has the advantages that：
1st, it is provided with horizontal Guan Liang to be balanced wall, avoids the adjustment to this body structure of wall, facilitate worker to apply
Work；
2nd, Guan Liang and wall are used into concrete formed by integrally casting, globality is preferable, and durability and main part complete one
Cause.
Brief description of the drawings
Fig. 1 is the cross section structure diagram of embodiment one；
Fig. 2 is the cross section structure diagram of embodiment two.
In figure, 1, wall；2nd, horizontal reinforcement；3rd, vertical reinforcement；4th, Guan Liang；5th, horizontal beam muscle；6th, splash guard；7th, counterweight
Block；8th, fastening nail.
Embodiment
The utility model is described in further detail below in conjunction with accompanying drawing.
Embodiment 1：
A kind of outer wall of basement, as shown in figure 1, including wall 1, horizontal reinforcement 2 and vertical reinforcement 3 are equipped with wall 1,
Width of the horizontal reinforcement 2 along wall 1, vertical reinforcement 3 is perpendicular to horizontal reinforcement 2.The top of wall 1 is fixed with top plate, shape
Into cantilever member.The outside of wall 1 has been wholely set armored concrete Guan Liang 4, Guan Liang 4 perpendicular to wall 1 outwardly, Guan Liang 4
Upper surface it is concordant with the upper surface of top plate.Guan Liang 4 includes the horizontal beam muscle 5 parallel with horizontal reinforcement 2, in the direction of Guan Liang 4
The horizontal beam muscle 5 of the inboard one end of wall 1 is located at the inboard of vertical reinforcement 3, and vertical reinforcement 3 is from below with 1:6 bendings pass through water
Flat-topped ridge muscle 5, bent when reaching horizontal beam 5 top of muscle to the inner side of wall 1, the semi-surrounding of horizontal beam muscle 5 is surround.Wall 1 outwardly one
Side is equipped with one layer of splash guard 6, and the outer layer of splash guard 6 is coated with 1.5mm polyurethane water-proof paint.
During construction, first splash guard 6 is installed, the soil by basement is excavated, vacates the sky of the installation of Guan Liang 4
Between, then after the reinforcing bar network of Guan Liang 4 and wall 1 is laid, the perfusion of concrete is carried out, complete applying for wall 1 and Guan Liang 4
Work, finally the soil above Guan Liang 4 be filled.
Embodiment 2：
Reference picture 2, the present embodiment 2 and the difference of embodiment 1 are, the balancing weight 7 of big density is placed with inside Guan Liang 4,
Such as lead, balancing weight 7 is pressed in the upper surface of two horizontal beam muscle 5 of the lower section of Guan Liang 4, and is welded with horizontal beam muscle 5, balancing weight 7
Lower section have insertion soil in fastening nail 8.
When mounted, after lower floor's horizontal beam muscle 5 of Guan Liang 4 is laid, balancing weight 7 is directed at adjacent two horizontal beams muscle 5, will
Fastening nail 8 squeezes into lower soil, until balancing weight 7 contradicts with horizontal beam muscle 5.Then balancing weight 7 and horizontal beam muscle 5 are welded
Connect.Balancing weight 7 increases the weight of Guan Liang 4, while also the horizontal beam muscle 5 below Guan Liang 4 is fixed, and improves at Guan Liang 4
Structural stability, so as to which Guan Liang 4 can produce enough outer support active forces to wall 1, the stability of raising wall 1.
The above embodiments are only that it is not to limitation of the present utility model, ability to explanation of the present utility model
Field technique personnel can make the modification of no creative contribution to the present embodiment as needed after this specification is read, but
As long as all protected in right of the present utility model by Patent Law.
Claims (7)
1. a kind of outer wall of basement, including wall (1), wall (1) interior horizontal reinforcement (2) and vertical reinforcement (3) are located in, it is described
Length direction of the horizontal reinforcement (2) along wall (1), top plate are fixed on the top of wall (1) and towards the inboards of wall (1), its
It is characterised by：The horizontal Guan Liang (4) stretched out on the outside of wall (1) is provided with the wall (1).
A kind of 2. outer wall of basement according to claim 1, it is characterised in that：The upper surface of the Guan Liang (4) and top plate
Upper surface it is concordant.
A kind of 3. outer wall of basement according to claim 1, it is characterised in that：The Guan Liang (4) uses armored concrete
It is made.
A kind of 4. outer wall of basement according to claim 3, it is characterised in that：The Guan Liang (4) is inboard towards wall (1)
One end include the horizontal beam muscle (5) parallel with horizontal reinforcement (2), the vertical reinforcement (3) passes through to bending on the outside of wall (1)
Horizontal beam muscle (5).
A kind of 5. outer wall of basement according to claim 1, it is characterised in that：One is provided with the outside of the wall (1)
Layer splash guard (6), splash guard (6) outer layer are coated with one layer of polyurethane water-proof paint.
A kind of 6. outer wall of basement according to claim 5, it is characterised in that：Splash guard (6) outer polyurethane is prevented
The thickness of water paint is not less than 1.5mm.
A kind of 7. outer wall of basement according to claim 1, it is characterised in that：Balancing weight is provided with the Guan Liang (4)
(7)。
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720776187.3U CN206888005U (en) | 2017-06-29 | 2017-06-29 | A kind of outer wall of basement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720776187.3U CN206888005U (en) | 2017-06-29 | 2017-06-29 | A kind of outer wall of basement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206888005U true CN206888005U (en) | 2018-01-16 |
Family
ID=61298248
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720776187.3U Active CN206888005U (en) | 2017-06-29 | 2017-06-29 | A kind of outer wall of basement |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206888005U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108824483A (en) * | 2018-07-23 | 2018-11-16 | 中国建筑第八工程局有限公司 | The external wall structure and its construction method of multi-storey basement |
| CN114319434A (en) * | 2021-12-25 | 2022-04-12 | 中信建筑设计研究总院有限公司 | Design method of reinforced concrete underground outdoor wall structure without horizontal floor slab support |
-
2017
- 2017-06-29 CN CN201720776187.3U patent/CN206888005U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108824483A (en) * | 2018-07-23 | 2018-11-16 | 中国建筑第八工程局有限公司 | The external wall structure and its construction method of multi-storey basement |
| CN114319434A (en) * | 2021-12-25 | 2022-04-12 | 中信建筑设计研究总院有限公司 | Design method of reinforced concrete underground outdoor wall structure without horizontal floor slab support |
| CN114319434B (en) * | 2021-12-25 | 2023-07-25 | 中信建筑设计研究总院有限公司 | Reinforced concrete basement exterior wall structure design method without horizontal floor slab support |
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