CN203867179U - Template assembly at joint of transverse component and longitudinal component - Google Patents
Template assembly at joint of transverse component and longitudinal component Download PDFInfo
- Publication number
- CN203867179U CN203867179U CN201420257121.XU CN201420257121U CN203867179U CN 203867179 U CN203867179 U CN 203867179U CN 201420257121 U CN201420257121 U CN 201420257121U CN 203867179 U CN203867179 U CN 203867179U
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- China
- Prior art keywords
- transverse
- template
- longitudinal
- junction
- template assembly
- Prior art date
Links
- 238000009415 formwork Methods 0.000 claims description 21
- 239000002002 slurries Substances 0.000 claims description 4
- 280000765563 Bamboo companies 0.000 claims description 3
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims description 3
- 235000017491 Bambusa tulda Nutrition 0.000 claims description 3
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims description 3
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 239000011425 bamboo Substances 0.000 claims description 3
- 239000002131 composite materials Substances 0.000 claims description 3
- 238000009416 shuttering Methods 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 240000003917 Bambusa tulda Species 0.000 claims 1
- 210000001503 Joints Anatomy 0.000 abstract description 2
- 238000005452 bending Methods 0.000 abstract 2
- 238000010276 construction Methods 0.000 description 3
- 241001330002 Bambuseae Species 0.000 description 2
- 238000000034 methods Methods 0.000 description 2
- 280000398338 Seismic companies 0.000 description 1
- 238000005516 engineering processes Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
Abstract
Description
Technical field
The utility model relates to template assembly, is particularly used in the template assembly of transverse member and longitudinal member junction, can be body of wall and floor junction, can be also body of wall and beam junction, can also be post and beam junction, or post and floor junction etc.
Background technology
In concrete structure construction, transverse member and longitudinal member lap-joint is concrete builds, due to the difference of cast sequencing, easily there is stream slurry, swollen mould phenomenon in after-pouring part.Existing template form is, independent slab form system is at junction spelling separately, and this template form easily occurs faulting of slab ends phenomenon at two cover template seam crossings, and the existence of faulting of slab ends is that one of the hidden danger in crack appears in delivery position.
Utility model content
The purpose of this utility model is to provide a kind of body of wall and floor junction template assembly, the technical problem solving is by the change of template form, in the stage of building, avoid transverse member and longitudinal member lap-joint to occur faulting of slab ends, improve the construction quality of concrete structure.
For achieving the above object, the utility model adopts following technical scheme:
A kind of transverse member and longitudinal member junction template assembly, it is characterized in that: comprise side template, corner formwork and fixture, described side template is the straight plate that there is boss a side, described corner formwork is L-type plate, the transverse slat end of described L-type plate have one with the interface of transverse member bed die, the riser of described side template and corner formwork is fixed on vertical member side by fixture.
Preferably, described boss is positioned at the upper position, middle part of straight plate.
Preferably, the length of described boss equates with the thickness of transverse member, and the thickness of described boss is 3mm～5mm.
Preferably, described boss is with the integrated integral piece of straight plate or for being fixedly connected on the independent lath on straight plate.
Preferably, described interface be transverse slat end vertically to level after the lateral buckling of riser place to the step that deviates from transverse slat direction and be bent to form, described shoulder height equates with the thickness of transverse member bed die, described step width is identical with floor width.
Preferably, described side template is at least provided with the interface being connected with wall form in one end.
Preferably, described side template is or/and have the slurry hole of overflowing on corner formwork.
Preferably, described wall form and/or corner formwork are steel form, bamboo offset plate, wooden form or composite shuttering.
Preferably, described fixture is through-wall bolt, is embedded in the crab-bolt in vertical member or holds out against part.
Compared with prior art the utlity model has following characteristics and beneficial effect:
By adopting the template assembly that independently side template and corner formwork form, the template of seam crossing is separated with member master module, then by boss being set in side template one side, during by after-pouring, concrete swell increment is taken into account, realization is concordant with transverse member end face with vertical member lateral surface after building, and has solved the problem that faulting of slab ends easily appears in existing template.
In order to realize template assembly, prop up coordinating of part with existing member master module, at side template and corner formwork end, interface is set.
Member delivery position, is the weak part of structural seismic, by adopting integrated corner formwork, guarantees the globality of the position of joints of handing-over.
The utility model can be widely used in the template assembly of transverse member and longitudinal member junction, can be body of wall and floor junction, can be also body of wall and beam junction, can also be post and beam junction, or post and floor junction etc.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the utility model is described in more detail.
Fig. 1 is body of wall and floor junction template assembly structural representation.
Fig. 2 is that body of wall and floor junction template assembly are used view.
Reference numeral: 1-side template, the straight plate of 1.1-, 1.2-boss, 2-corner formwork, 2.1-transverse slat, 2.2-riser, 2.3-interface, 3-fixture, 4-vertical member, 5-transverse member, 6-transverse member bed die.
the specific embodiment
For describing technique scheme in detail, provide a typical embodiment of technique scheme.Shown in Figure 1, a kind of transverse member and longitudinal member junction template assembly, it is characterized in that: comprise side template 1, corner formwork 2 and fixture 3, described side template 1 is the straight plate 1.1 that there is boss 1.2 side, described corner formwork 2 is L-type plate, transverse slat 2.1 ends of described L-type plate have one with the interface 2.3 of transverse member bed die 6, the riser 2.2 of described side template 2 and corner formwork 2 is fixed on vertical member 4 sides by fixture 3.In this embodiment, transverse member 5 is top board, and vertical member 4 is body of wall.In other embodiments, transverse member 5 also can be beam or other floor floors, and vertical member 4 also can be post etc.
Described boss 1.2 is positioned at the upper position, middle part of straight plate 1.1.
The length of described boss 1.2 equates with the thickness of transverse member 5, and in the present embodiment, the thickness of described boss 1.2 is 5mm.In other embodiments, the thickness of described boss 1.2 all can meet construction requirement within the scope of 3mm～5mm.
In the present embodiment, described boss 1.2 is and the integrated integral piece of straight plate 1.1; In other embodiments, described boss 1.2 is also for being fixedly connected on the independent lath on straight plate 1.1, such as independent lath can bond, welds or follow closely on straight plate 1.1.
Referring to Fig. 1, described interface 2.3 is for transverse slat 2.1 ends are vertically to level after riser 2.2 place lateral bucklings to the step that deviates from transverse slat 2.1 directions and be bent to form, and described shoulder height equates with the thickness of transverse member bed die 6, and described step width is identical with floor width.
In the present embodiment, transverse member is top board, therefore, only in transverse slat 2.1 ends, has the interface being connected with floor bottom mould.In other embodiments, when the transverse member floor that is other floors or beam, described side template 1 at least one end be provided with
The interface that wall form connects.
In order to ensure the concrete pouring quality at node location place, described side template 1 is or/and have the slurry hole of overflowing on corner formwork 2.
Described wall form and/or corner formwork are steel form, bamboo offset plate, wooden form or composite shuttering.
In the present embodiment, described fixture is through-wall bolt, in other embodiments, for avoiding offering in advance hole in body of wall, fixture can be the crab-bolt being embedded in vertical member 4, and riser 2.2 and side template 1 correspondence position are opened connecting hole, during installation, insert in connecting hole the crab-bolt end of exposing, and then by nut, fixes; Fixture can also be for being embedded in the crab-bolt in vertical member 4 or holding out against part.
The use state of above-mentioned template assembly is referring to Fig. 2, during use, at body of wall top, reserve in advance through hole, then side template 1, corner formwork 2 are arranged on respectively to relevant position, both align by upper reserved connecting hole, and by through-wall bolt, through through hole, two ends are fixed by nut, then one end of floor bottom mould is inserted in the reserved interface of corner formwork 2, the template that can complete wall and plate node place is set up.
Claims (9)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420257121.XU CN203867179U (en) | 2014-05-20 | 2014-05-20 | Template assembly at joint of transverse component and longitudinal component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420257121.XU CN203867179U (en) | 2014-05-20 | 2014-05-20 | Template assembly at joint of transverse component and longitudinal component |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203867179U true CN203867179U (en) | 2014-10-08 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420257121.XU CN203867179U (en) | 2014-05-20 | 2014-05-20 | Template assembly at joint of transverse component and longitudinal component |
Country Status (1)
| Country | Link |
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| CN (1) | CN203867179U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104480858A (en) * | 2014-10-20 | 2015-04-01 | 中建三局第二建设工程有限责任公司 | Construction method for sealing anchorage of pre-stress concrete box girder and cross girder anchored troughs |
| CN105604316A (en) * | 2016-03-08 | 2016-05-25 | 中国五冶集团有限公司 | Connection structure of shear wall and floor and construction method of connection structure |
-
2014
- 2014-05-20 CN CN201420257121.XU patent/CN203867179U/en not_active IP Right Cessation
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104480858A (en) * | 2014-10-20 | 2015-04-01 | 中建三局第二建设工程有限责任公司 | Construction method for sealing anchorage of pre-stress concrete box girder and cross girder anchored troughs |
| CN105604316A (en) * | 2016-03-08 | 2016-05-25 | 中国五冶集团有限公司 | Connection structure of shear wall and floor and construction method of connection structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141008 Termination date: 20160520 |