CN207003707U - Prefabricating coping structure wall - Google Patents
Prefabricating coping structure wall Download PDFInfo
- Publication number
- CN207003707U CN207003707U CN201720132273.0U CN201720132273U CN207003707U CN 207003707 U CN207003707 U CN 207003707U CN 201720132273 U CN201720132273 U CN 201720132273U CN 207003707 U CN207003707 U CN 207003707U
- Authority
- CN
- China
- Prior art keywords
- wall
- prefabricating coping
- prefabricating
- coping
- steel plate
- 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
- 230000010485 coping Effects 0.000 title claims abstract description 56
- 229910000831 Steel Inorganic materials 0.000 claims description 30
- 239000010959 steel Substances 0.000 claims description 30
- 239000004567 concrete Substances 0.000 claims description 11
- 230000000694 effects Effects 0.000 claims description 3
- 239000011440 grout Substances 0.000 claims description 3
- 229920000642 polymer Polymers 0.000 claims description 3
- 230000001680 brushing effect Effects 0.000 claims description 2
- 239000004570 mortar (masonry) Substances 0.000 claims description 2
- 229920002635 polyurethane Polymers 0.000 claims description 2
- 239000004814 polyurethane Substances 0.000 claims description 2
- 239000004927 clay Substances 0.000 claims 1
- 230000003014 reinforcing effect Effects 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 15
- 238000000034 method Methods 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 229910021529 ammonia Inorganic materials 0.000 description 1
- QGZKDVFQNNGYKY-UHFFFAOYSA-N ammonia Natural products N QGZKDVFQNNGYKY-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- -1 poly- ammonia Ester Chemical class 0.000 description 1
- 238000006116 polymerization reaction Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model discloses a kind of prefabricating coping structure wall, is related to technical field of civil, including prefabricating coping and wall, and the prefabricating coping lower end is fixedly connected by attachment structure with wall, and the cross section of the prefabricating coping is T-shaped.It is that T-shaped prefabricating coping is fixedly connected by attachment structure with lower section wall by cross section prefabricated in advance, reduces the tedious steps of site operation, accelerate construction speed, in the assembled architecture that is particularly suitable for use in construction, quick construction is convenient.
Description
Technical field
It the utility model is related to technical field of civil, more particularly to a kind of prefabricating coping structure wall.
Background technology
Covered mostly using bearing down on one at the top of outdoor wall, such as parapet or windowsill top, one be by bearing down on one
Can be with the stability of enhancing structure, but can play a part of protecting lower wall body.Existing wall bears down on one usually in wall
Body construction finish at the top of it using brick, watt, galvanized iron sheet, concrete or armored concrete etc. build up the coating that bears down on one, it is this
Coping structure is constructed with wall split, and construction speed is slow, is not particularly suited for assembled architecture.
Utility model content
Technical problem to be solved in the utility model is to be directed to above-mentioned the deficiencies in the prior art, there is provided a kind of prefabricating coping
Structure wall, it is possible to increase construction speed, be particularly suitable for use in assembled architecture.
In order to solve the above technical problems, technical solution adopted in the utility model is：
A kind of prefabricating coping structure wall, including prefabricating coping and wall, the prefabricating coping lower end pass through attachment structure
It is fixedly connected with wall, the cross section of the prefabricating coping is T-shaped.
Preferably, the attachment structure is steel sheet connection structure, and the prefabricating coping bottom side is L-type provided with cross section
Junction steel plate, the junction steel plate vertical component effect is embedded in prefabricating coping bottom, and the junction steel plate horizontal part is arranged below
The inboard of wall, the wall is horizontally disposed and top corresponds to and pre-embedded steel slab is provided with junction steel plate horizontal part, the connection steel
Plate level portion is welded and fixed with pre-embedded steel slab.
Further, the junction steel plate applies screed-coat outside, and extruded sheet and polymer sand are sequentially provided with outside the screed-coat
Pulp layer, extruded sheet inboard circular arc is excessive, outside is two orthogonal straight flanges, and two straight flanges of the extruded sheet are put down respectively
Row is in prefabricating coping and wall.
Preferably, the prefabricating coping bottom outside is wiped one's face with wall end with anticracking grout, and brushing aqueous polyurethane.
Preferably, the attachment structure is concrete connecting structure, and the wall body vertical is set, and the prefabricating coping is set
At the top of wall, the inside and outside side of the prefabricating coping bottom is integrated with concrete and wall pouring.
Preferably, the neck coordinated with prefabricating coping bottom is provided with the top of the wall.
Preferably, the prefabricating coping is reinforced concrete structure.
It is using beneficial effect caused by above-mentioned technical proposal：Prefabricating coping prefabricated in advance is tied by connecting
Structure is fixedly connected with lower section wall, is reduced the tedious steps of site operation, is accelerated construction speed, and be particularly suitable for use in assembled
In construction, quick construction is convenient.
Brief description of the drawings
Fig. 1 is the structural representation for the prefabricating coping structure wall that the utility model embodiment 1 provides；
Fig. 2 is the structural representation for the prefabricating coping structure wall that the utility model embodiment 2 provides；
In figure：1- prefabricating copings, 2- walls, 3- junction steel plates, 4- pre-embedded steel slabs, 5- screed-coats, 6- extruded sheets, 7- polymerizations
Thing screed, 8- anticracking grouts, 9- concrete.
Embodiment
In order that the purpose of this utility model, technical scheme and advantage are more clearly understood, below in conjunction with accompanying drawing and specifically
Embodiment, the utility model is described in further detail.It should be appreciated that specific embodiment described herein only to
The utility model is explained, is not used to limit the utility model.
Referring to Fig. 1,2, a kind of prefabricating coping structure wall provided by the utility model, including prefabricating coping 1 and wall 2,
The lower end of prefabricating coping 1 is fixedly connected by attachment structure with wall 2, and the cross section of the prefabricating coping 1 is T-shaped.
Embodiment 1：As shown in figure 1, the attachment structure is steel sheet connection structure, the bottom side of prefabricating coping 1 is set
There is the junction steel plate 3 that cross section is L-type, the vertical component effect of junction steel plate 3 is embedded in the bottom of prefabricating coping 1, the junction steel plate 3
Horizontal part is arranged below the inboard of wall 2, and the wall 2 is horizontally disposed and top corresponds to and is provided with the horizontal part of junction steel plate 3
Pre-embedded steel slab 4, the horizontal part of junction steel plate 3 are welded and fixed with pre-embedded steel slab 4.Prefabricating coping in the embodiment can be used as female
Youngster's wall, can be prefabricated in advance, treats in-site installation after wall construction, accelerating construction progress.Be particularly suitable for use in assembling
It is efficient and convenient in formula construction.
In order to further optimize above-mentioned technical proposal, when prefabricating coping installs, water-proofing treatment is further done, it is described
Junction steel plate 3 applies screed-coat 5 outside, and extruded sheet 6 and polymer mortar layer 7, the extruded sheet 6 are sequentially provided with outside the screed-coat 5
Inboard circular arc is excessive, outside is two orthogonal straight flanges, and two straight flanges of the extruded sheet 6 are respectively parallel to prefabricating coping 1
And wall 2.
In addition, the bottom outside of prefabricating coping 1 is wiped one's face with the end anticracking grout 8 of wall 2, and brush water-based poly- ammonia
Ester, exterior surface of wall processing is finally done again.
Embodiment 2：As shown in Fig. 2 the attachment structure is concrete connecting structure, the wall 2 is vertically arranged, described
Prefabricating coping 1 is arranged on the top of wall 2, and the inside and outside side of the bottom of prefabricating coping 1 is cast for one with concrete 9 and wall 2
Body.The embodiment can be applicable to windowsill position, using prefabricating coping bearing down on one as windowsill.In addition, concrete 9 can also extend to
It is convenient that protection processing is done to external and internal wall with the top boss lower contact of prefabricating coping 1.
In order that prefabricating coping and wall strong bonded below, the wall top is provided with and prefabricating coping bottom coordinates
Neck.
Wherein, above-mentioned prefabricating coping 1 is reinforced concrete structure, can process in advance prefabricated, treats that wall construction finishes again
Transport to job site to be installed, so operation reduces construction procedure, accelerates construction speed.
Specific case used herein is set forth to principle of the present utility model and embodiment, above example
Explanation be only intended to help and understand method and its core concept of the present utility model.It should be pointed out that for the art
For those of ordinary skill, on the premise of the utility model principle is not departed from, some change can also be carried out to the utility model
Enter and modify, these are improved and modification is also fallen into the protection domain of the utility model claims.
Claims (2)
- A kind of 1. prefabricating coping structure wall, it is characterised in that：Including prefabricating coping (1) and wall (2), the prefabricating coping (1) lower end is fixedly connected by attachment structure with wall (2), and the cross section of the prefabricating coping (1) is T-shaped, the connection knot Structure is steel sheet connection structure or concrete connecting structure；The attachment structure is steel sheet connection structure, and prefabricating coping (1) bottom side is provided with the connection steel that cross section is L-type Plate (3), junction steel plate (3) vertical component effect are embedded in prefabricating coping (1) bottom, and junction steel plate (3) horizontal part is arranged on The inboard of lower section wall (2), the wall (2) is horizontally disposed and top corresponds to and is provided with pre-buried steel at junction steel plate (3) horizontal part Plate (4), junction steel plate (3) horizontal part are welded and fixed with pre-embedded steel slab (4)；The junction steel plate (3) applies screed-coat outside (5) extruded sheet (6) and polymer mortar layer (7), the inboard circular arc mistake of extruded sheet (6), are sequentially provided with outside the screed-coat (5) Degree, outside are two orthogonal straight flanges, and two straight flanges of the extruded sheet (6) are respectively parallel to prefabricating coping (1) and wall (2)；Prefabricating coping (1) bottom outside is wiped one's face with wall (2) end with anticracking grout (8), and brushing aqueous polyurethane；The attachment structure is concrete connecting structure, and the wall (2) is vertically arranged, and the prefabricating coping (1) is arranged on wall At the top of body (2), the inside and outside side of prefabricating coping (1) bottom is integrated with concrete (9) and wall (2) cast；The wall The neck coordinated with prefabricating coping (1) bottom is provided with the top of body (2).
- 2. prefabricating coping structure wall according to claim 1, it is characterised in that：The prefabricating coping (1) is mixed for reinforcing bar Xtah Crude Clay structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720132273.0U CN207003707U (en) | 2017-02-14 | 2017-02-14 | Prefabricating coping structure wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720132273.0U CN207003707U (en) | 2017-02-14 | 2017-02-14 | Prefabricating coping structure wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207003707U true CN207003707U (en) | 2018-02-13 |
Family
ID=61428287
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720132273.0U Active CN207003707U (en) | 2017-02-14 | 2017-02-14 | Prefabricating coping structure wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207003707U (en) |
-
2017
- 2017-02-14 CN CN201720132273.0U patent/CN207003707U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201087490Y (en) | Novel steel reinforced concrete superimposed sheet | |
| CN104358341B (en) | A kind of building masonry and construction masonry method | |
| CN201280725Y (en) | Post-casting construction precast slab for basement of buildings | |
| CN108589986A (en) | One kind being based on bolted assembled composite wall structure and its construction method | |
| CN209194768U (en) | A kind of lightweight concrete slat door separation structure of the window | |
| CN101787801A (en) | Installation structure of building exhaust pipes and construction method thereof | |
| CN104790436A (en) | High-rise building basement roof settlement post-pouring joint advanced water stop construction method | |
| CN103410173A (en) | Construction method for vertical post pouring belt plugging of underground structural outer wall | |
| CN104631513A (en) | Construction method for closing basement exterior wall post-cast strip | |
| CN105780976A (en) | Compound concrete shear wall structure and concrete pouring method thereof | |
| CN208023601U (en) | A kind of prefabricated pile foundation support table side form of mutual buckle type | |
| CN103206088A (en) | Shear wall structural wall and slab integral pouring construction method | |
| CN103615076A (en) | Concrete construction method for big-gradient sloping roof | |
| CN209686857U (en) | Deep basal pit outer wall of basement shape steel bracket diagonal brace single side formwork system | |
| CN107605107A (en) | A kind of method for controlling pitched roof concrete construction quality | |
| CN215563552U (en) | Vertical joint construction of prefabricated wallboard based on ultra high performance concrete form | |
| CN208534081U (en) | A kind of reconstruction structure of old building constructional column | |
| CN106193120A (en) | Basement is encorbelmented, and base plate is inverse makees structure and construction method | |
| CN206859272U (en) | The interim block structure of outer wall of basement pouring after settlement | |
| CN102433894B (en) | Construction method for station side wall by covered top-down excavation method | |
| CN109750832A (en) | A kind of construction method of constructional column concrete self-compaction | |
| CN207003707U (en) | Prefabricating coping structure wall | |
| CN202865996U (en) | Room modular structure for nuclear power plant | |
| CN211646906U (en) | Assembly type superposed component node optimization structure | |
| CN204418691U (en) | A kind of for cast-in-place vertical member and horizontal member junction concrete blocking apparatus |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20240912 Address after: 056800 workshop 3, No. 11 Chuangye street, Weixian Economic Development Zone, Handan City, Hebei Province Patentee after: Weixian Shichuang Building Materials Technology Co.,Ltd. Country or region after: China Address before: 056800 11 Chuang Chuang street, Weixian Economic Development Zone, Handan, Hebei Patentee before: HEBEI JINGTONG BUILDING TECHNOLOGY Corp. Country or region before: China |