CN208039616U - Overlap the mutual buckle type monolithic prefabricated panel of wall - Google Patents
Overlap the mutual buckle type monolithic prefabricated panel of wall Download PDFInfo
- Publication number
- CN208039616U CN208039616U CN201820463718.8U CN201820463718U CN208039616U CN 208039616 U CN208039616 U CN 208039616U CN 201820463718 U CN201820463718 U CN 201820463718U CN 208039616 U CN208039616 U CN 208039616U
- Authority
- CN
- China
- Prior art keywords
- wallboard
- steel
- prefabricated panel
- overlapping
- vertical edges
- 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 is related to a kind of mutual buckle type monolithic prefabricated panels of overlapping wall, including vertical wallboard, it is equipped at intervals with the L-shaped button in horizontal cross-section that at least twice vertically extend on the one side of wallboard along the length direction of wallboard and takes gusset, it includes the vertical edges being fixedly connected perpendicular to wallboard and with wallboard and the free end for being connected to the vertical edges and the parallel edges parallel with wallboard that button, which takes gusset, all vertical edges are in be arranged in the form of the mesion of two vertical edges near wallboard both ends is symmetrical, all parallel edges are consistent at a distance from wallboard and towards same direction.The prefabricated panel that the utility model avoids assembling overlapping wall need to be prefabricated respectively, the problem that process that two prefabricated panels are combined into overlapping wall is complicated, efficiency is low, reach that the process for only needing a kind of prefabricated panel of structure type and two prefabricated panels to be combined into overlapping wall is simple, and prefabricated panel manufactures and be combined into the effect that the efficiency of overlapping wall greatly improves.
Description
Technical field
The utility model belongs to underground structure technical field in fixed buildings, and in particular to a kind of to overlap the mutual of wall
Button monolithic prefabricated panel.
Background technology
Currently, with economic continuous development, the quickening of urban construction paces, infrastructure construction is essential, piping lane
It is the important composition portion of urban infrastructure construction as Urban Underground is built in for accommodating the facility of constructing of municipal engineering pipeline
Point, pipe gallery, also referred to as " common trench ", " Common Ducts ", i.e., Urban Underground build a tunnel space, by electric power, communication,
The various utilities pipelines such as combustion gas, heat supply, plumbing are integrated in one, and implement unified planning.
The side wall of piping lane is typically that prefabricated hollow overlapping wall is poured with when global formation in hollow part in order to assemble
Build concrete slurry.Existing hollow overlapping wall is usually double-layer structure, includes wallboard A, B of the parallel relative spacing setting of two panels, and two
Pass through multiple tracks bar connecting between piece wallboard.The manufacture of double-layered wallboard need to first complete the prefabricated of B wallboards, first by steel bar girder
A part be embedded in B wallboards, complete B wallboards and pour, steel bar girder is reserved part higher than the part of B wallboards, waits for B walls
After plate solidification, demoulding is for use；Then A wallboards are poured on production platform, before A wallboard concretes slurry does not solidify, with loop wheel machine by B wallboards
It slings and is laid flat, reserved steel bar downward slowly puts down B wallboards, and the reserved part of steel bar girder on B wallboards is embedded in not solidified A
In wallboard concrete slurry, after the depth and overall thickness of adjusting the indentation A wallboards of reserved steel bar on B wallboards, adjustable B wall-plate levels are used
Special supporting device support B wallboards, suspension hook disengages, and the Special supporting device of support B wallboards is removed after the solidification of A wallboards,
Complete the prefabricated of overlapping wall, it is seen then that its wallboard need to be prefabricated respectively, and manufacturing process need to lift the operations such as overturning indentation, relatively more multiple
Miscellaneous, wherein the manufacturing process of steel bar girder must also use to bending machine and resistance and crimp welding machine, due to not solidified in A wallboard concretes slurry
It is preceding to be embedded in B wallboards above it, it must also be used to vibration die station so the concrete slurry of A wallboards vibrates.
It has been directed to this connect by embedded bar truss in the prior art such as CN206438536U, CN206721921U
The overlapping wall of the structure of two prefabricated panels, this structure is assembled due to being convenient for, more universal in actual use；In addition,
It also describes in CN206438536U and connects in such a way that fixed block locks bolt, the cooperation of bar shaped barrier ribs to wire drawing bar
Two prefabricated panels are connect, there are still two prefabricated panels, and the prefabricated respectively or individual connector of needs to be needed the problem of implementing connection, to imitate
Rate is relatively low.
Invention content
For the above-mentioned deficiency of the prior art, the technical problem to be solved by the present invention is to provide a kind of overlapping walls
Mutual buckle type monolithic prefabricated panel avoids the prefabricated panel of overlapping wall need to be prefabricated respectively, and prefabricated panel is combined into overlapping wall
The problem that process is complicated, efficiency is low, reaches and only needs a kind of prefabricated panel of structure type, is combined into the process letter of overlapping wall
Single, prefabricated panel facilitates the effect of manufacture.
In order to solve the above technical problems, the utility model adopts the following technical solution：
The mutual buckle type monolithic prefabricated panel of wall, including vertical wallboard are overlapped, the length direction along wallboard is in wallboard
It is equipped at intervals with the L-shaped button in horizontal cross-section that at least twice vertically extend on one side and takes gusset, the button takes muscle
Plate includes the vertical edges being fixedly connected perpendicular to wallboard and with wallboard and the free end for being connected to the vertical edges and flat with wallboard
Capable parallel edges, all vertical edges are in be arranged in the form of the mesion of two vertical edges near wallboard both ends is symmetrical, institute
Some parallel edges are consistent at a distance from wallboard and towards same direction.
The prefabricated panel of the utility model is simple to manufacture, and is not necessarily to dedicated vibration die station, when being assembled into overlapping wall, is only needed
The button of two prefabricated panels taken to gusset is opposite, and all parallel edges are mutually detained and taken；The overlapping wall being combined into only needs one
The prefabricated panel of kind structure type, it is prefabricated without difference, substantially reduce the assembly of the prefabricated difficulty and overlapping wall of prefabricated panel
Difficulty promotes integral construction efficiency.
Above-mentioned technical proposal is further improved, quantity and button are embedded in the wallboard and takes the corresponding T-steel of gusset, T-type
The wing plate of steel is embedded in wallboard, and the web of T-steel extends wallboard side and extends the web section of wallboard side and is formed as
The vertical edges.
The web of T-steel in this way, vertical edges have drawn from, T-steel material be proximate matter, the cost of material is low, and vertical edges with
The bonding strength of wallboard is ensured well by the wing plate being embedded in advance in wallboard.
Further, to further include quantity take the corresponding angle steel of gusset with button, and wallboard side is extended in one side of angle steel with described
The web section in face connects, and the another side of angle steel is formed as the parallel edges.
The angle steel in this way, parallel edges has drawn from, angle steel are proximate matter, and the cost of material is low, one side of angle steel and the connection of vertical edges
Mechanical connection may be selected or be welded and fixed, it is simple and reliable；When making, it is only necessary to it is pre-buried by design position progress to T-steel, at
Implement the connection with angle steel after type again, is further simplified the manufacturing process of prefabricated panel.
Preferably, per pass T-steel is made of intermittent at least two sections of short T-steels along its length to save material.
In this way, because two prefabricated panels, which are mutually detained to take, mainly relies on parallel edges, ensureing T-steel for joint angle
On the basis of the function of steel, a vertical whole T-steel is replaced by the vertical short T-steel at intermittent interval further, is carried
For the link position with angle steel, proximate matter dosage is further decreased.
Preferably, short T-steel, which extends, offers through-hole in the web section of wallboard side, the angle steel and extend wallboard
The web section connection of side on one side on offer via corresponding with the through-hole and by also cross through-hole and via
Angle steel is fixedly connected by fastener with the T-steel.
In this way, connecting short T-steel and angle steel by mechanical connection manner, connection is simple and reliable, and detachable, parallel edges
Can be dismounted again towards when connection error, anti-misloading effect is good.
Preferably, the via is waist round hole corresponding with the diameter of the through-hole, length of the waist round hole along angle steel
Direction extends.
In this way, angle steel can be adjusted suitably when being connect with short T-steel, avoid because be segmented it is pre-buried caused by multiple short T-steels it is logical
It hole cannot be more preferable by the assembling capacity on Bolted angle connection to short T-steel all simultaneously to positive problem with the via on angle steel.
Compared with prior art, the utility model has the advantages that：
1, the utility model avoid overlapping wall prefabricated panel need to be prefabricated respectively, two prefabricated panels are combined into overlapping wall
The problem that the process of body is complicated, efficiency is low reaches and only needs a kind of prefabricated panel of structure type and two prefabricated panels are combined into
The process for overlapping wall is simple, and prefabricated panel manufactures and be combined into the effect that the efficiency of overlapping wall greatly improves.
2, the material that the prefabricated panel of the utility model uses is simple and easy to get, and the cost of material is low.
3, the vertical edges of the prefabricated panel of the utility model and the connection of parallel edges are detachable, and anti-misloading effect is good, can fill
It is good with property.
Description of the drawings
The structural schematic diagram of Fig. 1-specific embodiment one；
The vertical view of Fig. 2-Fig. 1；
The portions the A partial enlarged view of Fig. 3-Fig. 2；
Sectional view is cutd open in the A-A foldings of Fig. 4-Fig. 3（It is rotated by 90 °）；
Fig. 5-specific embodiment one is combined into the design sketch of overlapping wall；
The structural schematic diagram of Fig. 6-specific embodiment two；
The vertical view of Fig. 7-Fig. 6；
Sectional view is cutd open in the A-A foldings of Fig. 8-Fig. 7（It is rotated by 90 °）；
Fig. 9-specific embodiment two is combined into the design sketch of overlapping wall；
The structural schematic diagram of Figure 10-specific embodiment three；
Figure 11-specific embodiment three is combined into the design sketch of overlapping wall；
The structural schematic diagram of the prefabricated panel of Figure 12-distressed structure；
The prefabricated panel of Figure 13-distressed structure is combined into the design sketch of overlapping wall；
Wherein, wallboard 1, button take gusset 2, vertical edges 21, mesion 211, parallel edges 22, T-steel 3, short T-steel 31, the wing
Plate 32, web 33, angle steel 4, via 41, bolt 5, nut 6 overlap wall 7.
Specific implementation mode
Specific embodiment of the present utility model is described in further detail below in conjunction with the accompanying drawings.
Specific embodiment one
Referring to Fig. 1, Fig. 2, the mutual buckle type monolithic prefabricated panel of the overlapping wall of specific embodiment one, including vertical wallboard
1, it is in " L " that the horizontal cross-section that twice vertically extend is equipped at intervals on the one side of wallboard 1 along the length direction of wallboard 1
The button of shape takes gusset 2, and it includes perpendicular to wallboard 1 and the vertical edges 21 that are fixedly connected with wallboard 1 and being connected to that the button, which takes gusset 2,
The free end of the vertical edges 21 and the parallel edges 22 parallel with wallboard 1, two vertical edges 21 are leveled up and down, two parallel edges 22 and wall
The distance of plate 1 is consistent and towards same direction.
Referring to Fig. 2, Fig. 3, the vertical edges 21 are embedded in by wing plate 32 in wallboard 1, web 33 extends 1 side of wallboard
The web section for extending 1 side of wallboard of T-steel 3 is constituted, and the parallel edges 22 is made of on one side angle steel 4, angle steel 4 it is another
The web section that 1 side of wallboard is extended on side with T-steel 3 is connect.
Referring to Fig. 3, Fig. 4, per pass T-steel 3 is made of intermittent two sections of short T-steels 31 along its length to save material
Material, short T-steel 31, which extends, offers through-hole in the web section of 1 side of wallboard, angle steel 4 and the web for extending 1 side of wallboard
Section connection on one side on offer via 41 corresponding with the through-hole, by matching also cross the bolt 5 of through-hole and via 41
Conjunction nut 6 implementation angle steel 4 is fixedly connected with two short T-steels 31；It should be noted that after T-steel 3 is segmented, the button takes muscle
The part of horizontal section of plate 2 does not just contain the vertical edges 21, and is only the horizontal cross-section of angle steel 4, but does not influence its button and take
The normal use of assembling.In the present embodiment, the via 41 on angle steel 4 is processed as waist round hole corresponding with the diameter of the through-hole,
Waist round hole extends along the length direction of angle steel 4, in this way, can avoid through-hole on two short T-steels 31 and angle caused by segmentation is pre-buried
Via 41 on steel 4 cannot be all simultaneously to positive problem, and assembling capacity is more preferable.
Referring to Fig. 5, the effect of overlapping wall 7 is assembled into using two prefabricated panels of the present embodiment, specific assembly piping lane
When field conduct, it can be put into wedge block between two prefabricated panels, it is then pre- two to prevent two prefabricated panels from moving towards
Concrete slurry is poured between wallboard processed.
Specific embodiment two
Specific embodiment two is unlike specific embodiment one：Referring to Fig. 6, Fig. 7, the overlapping wall of specific embodiment two
Mutual buckle type monolithic prefabricated panel, be that four are equipped at intervals on the one side of wallboard 1 along vertical side along the length direction of wallboard 1
Take gusset 2 to the button of extension, the vertical edges 21 that four buttons take gusset 2 be in near two vertical edges 21 at 1 both ends of wallboard just
The setting of middle face 211 symmetrical form can all mutually by all parallel edges 22 for ensureing the prefabricated panel in the form of two same structures
Button is taken, and it is consistent at a distance from wallboard 1 and towards same direction that four buttons take the parallel edges 22 of gusset 2.
Referring to Fig. 8, per pass T-steel 3 is made of intermittent four sections of short T-steels 31 along its length.
Referring to Fig. 9, two prefabricated panels of specific embodiment two are assembled into the effect of overlapping wall 7.
Specific embodiment three
Specific embodiment three is unlike specific embodiment one：Referring to Figure 10, the overlapping wall of specific embodiment three
Mutual buckle type monolithic prefabricated panel is to be equipped at intervals with five vertically on the one side of wallboard 1 along the length direction of wallboard 1
The button of extension takes gusset 2, and the vertical edges 21 that five buttons take gusset 2 are in near the center of two vertical edges 21 at 1 both ends of wallboard
211 symmetrical form setting in face is to ensure that all parallel edges 22 of the prefabricated panel in the form of two same structures all can be detained mutually
It takes, since the quantity that button takes gusset 2 is odd number, so one most intermediate of button is taken gusset 2 and is located on the mesion 211, five
It is consistent at a distance from wallboard 1 and towards same direction that road button takes the parallel edges 22 of gusset 2.
Referring to Figure 11, two prefabricated panels of specific embodiment three are assembled into the effect of overlapping wall 7.
When implementation, the distance that all parallel edges 21 on the wall 1 of a prefabricated panel nor is it necessary that requirement to wallboard 1 is
Consistent, Ke Yishi：All vertical edges 21 are only near 1 liang of wallboard apart from size in the length direction along wallboard 1
The mesion 211 of two vertical edges 21 at end is symmetrical, all along mesion 211 symmetrical two when it is even number amount that button, which takes gusset 2,
The sum of the distance that road button takes parallel edges 2 to the wallboard 1 of gusset 2 is equal, and when it is odd number amount that button, which takes gusset 2, most intermediate button is taken
The distance of the parallel edges 2 of gusset 2 to wallboard 1 must be the half of the value of the sum of the distance, in this way, equally can guarantee that two is same
All parallel edges 2 of the prefabricated panel of structure type, which all can be detained mutually, to be taken, referring to Figure 12, Figure 13.Only this construction shape
Formula is not too much suitble to engineering batch micro operations, the structural form of above-mentioned deformation that should also fall into the row of the scope of protection of the utility model.
Claims (6)
1. overlapping the mutual buckle type monolithic prefabricated panel of wall, including vertical wallboard, it is characterised in that：Along the length direction of wallboard
It is equipped at intervals with the L-shaped button in horizontal cross-section that at least twice vertically extend on the one side of wallboard and takes gusset, institute
It states button and takes gusset and include the vertical edges being fixedly connected perpendicular to wallboard and with wallboard and be connected to the free end of the vertical edges simultaneously
The parallel edges parallel with wallboard, all vertical edges are in the form of the mesion of two vertical edges near wallboard both ends is symmetrical
Setting, all parallel edges are consistent at a distance from wallboard and towards same direction.
2. overlapping the mutual buckle type monolithic prefabricated panel of wall according to claim 1, it is characterised in that：It is pre-buried in the wallboard
There are quantity and button to take the corresponding T-steel of gusset, the wing plate of T-steel is embedded in wallboard, and the web of T-steel extends wallboard side
And the web section for extending wallboard side is formed as the vertical edges.
3. overlapping the mutual buckle type monolithic prefabricated panel of wall according to claim 2, it is characterised in that：Further include quantity and button
The corresponding angle steel of gusset is taken, one side of angle steel is connect with the web section for extending wallboard side, and the another side of angle steel is formed
For the parallel edges.
4. overlapping the mutual buckle type monolithic prefabricated panel of wall according to claim 3, it is characterised in that：The T-steel is by edge
The intermittent at least two sections short T-steel of its length direction is constituted to save material.
5. overlapping the mutual buckle type monolithic prefabricated panel of wall according to claim 4, it is characterised in that：Short T-steel extends
Offer through-hole in the web section of wallboard side, the angle steel connect with the web section for extending wallboard side on one side on open up
There is via corresponding with the through-hole and fixed angle steel and the T-steel by the fastener also cross through-hole and via and connects
It connects.
6. overlapping the mutual buckle type monolithic prefabricated panel of wall according to claim 5, it is characterised in that：The via for institute
The corresponding waist round hole of diameter of through-hole is stated, the waist round hole extends along the length direction of angle steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820463718.8U CN208039616U (en) | 2018-03-30 | 2018-03-30 | Overlap the mutual buckle type monolithic prefabricated panel of wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820463718.8U CN208039616U (en) | 2018-03-30 | 2018-03-30 | Overlap the mutual buckle type monolithic prefabricated panel of wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208039616U true CN208039616U (en) | 2018-11-02 |
Family
ID=63946928
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820463718.8U Active CN208039616U (en) | 2018-03-30 | 2018-03-30 | Overlap the mutual buckle type monolithic prefabricated panel of wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208039616U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114775946A (en) * | 2022-05-07 | 2022-07-22 | 中建八局南方建设有限公司 | Sound-absorbing heat-insulating hanging wallboard structure and construction method thereof |
-
2018
- 2018-03-30 CN CN201820463718.8U patent/CN208039616U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114775946A (en) * | 2022-05-07 | 2022-07-22 | 中建八局南方建设有限公司 | Sound-absorbing heat-insulating hanging wallboard structure and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206070835U (en) | A kind of assembled architecture bottom composite floor | |
| CN207419711U (en) | Steel plate shear force wall and the connection structure of steel bar girder floor plates | |
| CN109372129A (en) | The novel full assembly concrete frame joint of one kind and its construction method | |
| CN109372130A (en) | The novel full assembly concrete shaped section steel frame node of one kind and its construction method | |
| CN106245544B (en) | A kind of assembled steel reinforced concrete guard wall type general channels hole of L-type | |
| CN108678220A (en) | A kind of concrete shear force wall of steel bar template integrative installation technology | |
| CN208486404U (en) | A kind of concrete shear force wall of steel bar template integrative installation technology | |
| CN106639052B (en) | Fabricated structure system of steel plate concrete shear wall and construction method thereof | |
| CN104260199B (en) | A kind of Wavelike steel webplate prestressed concrete I-beam prefabricating and constructing | |
| CN107165271A (en) | A kind of assembled Special-Shaped Column concrete frame structure | |
| CN208039543U (en) | Thread alternating formula monolithic prefabricated panel | |
| CN205387754U (en) | Novel steel pipe mixes earth structure with prefabricated node | |
| CN109797651A (en) | A kind of flat combined box beam with corrugated sheet steel internal model | |
| CN208039616U (en) | Overlap the mutual buckle type monolithic prefabricated panel of wall | |
| CN107724540A (en) | Steel plate shear force wall and the attachment structure and its construction method of steel bar girder floor plates | |
| CN209040349U (en) | A kind of ring muscle fastening shear wall structure being easily installed | |
| CN110359487A (en) | A kind of fabricated construction side wall prefabricated component and its with arch sheet connecting structure | |
| CN106759858A (en) | The connecting node and preparation method of a kind of H profile steel beam and rectangular steel-tube concrete column | |
| CN205530812U (en) | Trompil double steel plates compound shear wall | |
| CN110359488A (en) | A kind of fender member of assembled underground structure and its connecting structure with arch sheet | |
| CN208235586U (en) | The hollow overlapping wall of mutual buckle type | |
| CN109208786A (en) | A kind of ring muscle that is easily installed fastens shear wall structure and its installation method | |
| CN205975668U (en) | Steel concrete hybrid structure underground box piping lane | |
| CN201649291U (en) | Box house | |
| CN108457404A (en) | Overlap the thread alternating formula monolithic prefabricated panel of wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |