CN202954570U - High-rise building construction sump pit template - Google Patents
High-rise building construction sump pit template Download PDFInfo
- Publication number
- CN202954570U CN202954570U CN 201220621750 CN201220621750U CN202954570U CN 202954570 U CN202954570 U CN 202954570U CN 201220621750 CN201220621750 CN 201220621750 CN 201220621750 U CN201220621750 U CN 201220621750U CN 202954570 U CN202954570 U CN 202954570U
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- China
- Prior art keywords
- template
- steel pipe
- uncovered box
- sump
- cross binding
- 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.)
- Expired - Fee Related
Links
- 238000009435 building construction Methods 0.000 title abstract 2
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 15
- 239000010959 steel Substances 0.000 claims abstract description 15
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 9
- 230000008093 supporting effect Effects 0.000 claims description 19
- 238000010276 construction Methods 0.000 claims description 13
- 238000009415 formwork Methods 0.000 claims description 12
- 238000007667 floating Methods 0.000 claims description 9
- 239000011120 plywood Substances 0.000 claims description 9
- 239000002023 wood Substances 0.000 claims description 7
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims description 3
- 235000017491 Bambusa tulda Nutrition 0.000 claims description 3
- 241001330002 Bambuseae Species 0.000 claims description 3
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims description 3
- 239000011425 bamboo Substances 0.000 claims description 3
- 239000000463 material Substances 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract 1
- 238000004140 cleaning Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000001680 brushing effect Effects 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model provides a high-rise building construction sump pit template, including the uncovered box panel, interior braced system and the back of the body stupefied that enclose with the bottom surface on four sides, uncovered box panel includes side form and die block, it has the exhaust hole to distribute on the die block, interior braced system includes the horizontal support of three-layer plane grid form about last, and nine vertical supports of being connected with nine nodes of horizontal support, the top surface cross distribution of uncovered box panel has anti steel pipe that floats, anti steel pipe that floats is connected with the pre-buried earth anchor reinforcing bar all around of sump pit. The utility model discloses increased the bulk rigidity and the stability of having had the sump pit template, and only increased flitch and steel pipe and increased its stability and rigidity, simple structure. After the form is removed, the water collecting pit can be reused in the same size by slightly repairing the form.
Description
Technical field
The utility model relates to a kind of construction formwork, particularly a kind of high-story architecture construction sump template.
Background technology
Form work engineering refers to the template of newly placed concrete moulding and a whole set of tectonic system of supporting template, extensive use in building trade.Wherein, the contact concrete is also controlled preliminary dimension, and the structure of shape, position partly is called template.The rod member of support and fixed form, truss, connecting piece, metal-ware, work suspension bridge etc. form supporting system.The sump template is a kind of temporary structure in the high-rise building concrete construction.But existing high-story architecture construction sump template is to fall apart at the scene to spell to install, its integral rigidity and stability are not enough and be difficult for recycling.
The utility model content
The utility model, for the phenomenon of existing sump formwork integral rigidity and stability deficiency, provides a kind of high-story architecture construction sump template, solve the technical problem that the rigidity of existing template and stability are not enough and can not reuse.
For achieving the above object, the utility model adopts following technical scheme to be: a kind of high-story architecture construction sump template, comprise the uncovered box-shaped panel that four sides and bottom surface enclose, inner support system and back cord, described uncovered box-shaped panel comprises side template and soffit formwork, it is characterized in that: on described soffit formwork, be distributed with steam vent, described inner support system comprises the cross binding and nine nine vertical supportings that node is connected with cross binding of upper, middle and lower three layer plane grid-shaped, the end face cross-distribution of described uncovered box-shaped panel has the anti-floating steel pipe, the described anti-floating steel pipe earth anchor reinforcing bar pre-buried with the sump surrounding is connected.
Described uncovered box-shaped panel is wood plywood, bamboo plywood or bamboo-wood plywood.
The material of described vertical supporting and cross binding is flitch or steel pipe.
Described vertical supporting is that Tenon connects or bolt connects with being connected of cross binding.
The spacing of described cross binding is 600mm; The spacing of described vertical supporting is 600mm.
Compared with prior art the beneficial effects of the utility model are: increased integral rigidity and the stability of sump template, and simple in structure, after form removal, repair and can reuse in unidimensional sump a little.
The accompanying drawing explanation
Fig. 1 is horizontal end face structure schematic diagram of the present utility model.
Fig. 2 is vertical end face structure schematic diagram of the present utility model.
Reference numeral: 1-uncovered box-shaped panel, 1.1-side template, 1.2-soffit formwork, 1.3-steam vent, 2-inner support system, 2.1-cross binding, 2.2-vertical supporting, 3-back cord, 4-anti-floating steel pipe, 5-earth anchor reinforcing bar, 6-sump.
The specific embodiment
Below in conjunction with drawings and Examples, the utility model is further illustrated.
Shown in Fig. 1-Fig. 2, a kind of high-story architecture construction sump template, comprise the uncovered box-shaped panel 1 that four sides and bottom surface enclose, inner support system 2 and back cord 3, uncovered box-shaped panel 1 comprises side template 1.1 and soffit formwork 1.2, it is characterized in that: be distributed with steam vent 1.3 on soffit formwork 1.2, inner support system 2 comprises the cross binding 2.1 and nine vertical supportings 2.2 that are connected with nine nodes of cross binding 2.1 of upper, middle and lower three layer plane grid-shaped, the end face cross-distribution of uncovered box-shaped panel 1 has anti-floating steel pipe 4, the anti-floating steel pipe 4 earth anchor reinforcing bar 5 pre-buried with sump 6 surroundings is connected.
Described uncovered box-shaped panel 1 is wood plywood, bamboo plywood or bamboo-wood plywood.The material of described vertical supporting 2.2 and cross binding 2.1 is flitch or steel pipe.Described vertical supporting 2.2 is that Tenon connects or bolt connects with being connected of cross binding 2.1.The spacing of described cross binding 2.1 is 600mm; The spacing of described vertical supporting 2.2 is 600mm.
While making this sump template, should carry out with reference to following steps:
Sump template construct: adopt 15mm wood glue plate to make the plate face, utilize flitch to make 40 * 90mm back cord, spacing 250mm.According to the sump size, be processed in advance the uncovered box-shaped, each inner corner trim place arranges the flitch of 90 * 90mm and strengthens.Cross binding 2.1 adopts the flitch upper, middle and lower of 90 * 90mm that three roads are set, and upper and lower cross binding is apart from upper and lower mouthful of 300mm of template.
The sump template is installed:
After template aligning body of wall line is in place, prop up on the intersection point of cross binding 2.1 at vertical supporting 2.2 two ends that relative two face die plates of sump adopt 90 * 90mm flitches to make, and adopts the bolt fixation.The three road settings of vertical supporting upper, middle and lower, level is to spacing 600mm.
For preventing that template from entering structure because of support force, at horizontal, vertical supporting intersection point place, with bifilar 8# galvanized wire by the opposite template tightening.Three grade of 32 bar dowel of the screw thread of the every pre-buried long 500mm in limit of soffit formwork is as earth anchor reinforcing bar 5, additional muscle with colligation on the soffit formwork reinforcing bar welds, adopt the anti-floating steel pipe 4 that specification is Φ 48 locked with earth anchor reinforcing bar 5, push down the sump template and make it non-rising, be symmetrical arranged the steam vent 1.3 that four specifications are Ф 20 simultaneously on the template face of bottom.
Form removable:
Template should be paid the utmost attention to overall pulling down, is convenient to global transfer and repeats integral installation.First remove the annexes such as anti-floating steel pipe 4, earth anchor reinforcing bar 5, bolt, then remove cross binding 2.1 and vertical supporting 2.2, prize gently uncovered box panel 1 with crowbar afterwards, make it break away from body of wall, can transport template.Should guarantee during form removable that its surface of concrete strength and corner angle, not because stripping is damaged, can remove.During form removal, in time the template of pulling down is maneuvered into to the cleaning of template laydown area, prepares next time and use.During the template cleaning, adhesion thing on plate is removed, and the brushing release agent, the fastener accessory centralized collection of pulling down.
Claims (5)
1. a high-story architecture construction sump template, comprise the uncovered box-shaped panel (1) that four sides and bottom surface enclose, inner support system (2) and back cord (3), described uncovered box-shaped panel (1) comprises side template (1.1) and soffit formwork (1.2), it is characterized in that: be distributed with steam vent (1.3) on described soffit formwork (1.2), described inner support system (2) comprises the cross binding (2.1) and nine vertical supportings (2.2) that are connected with nine nodes of cross binding (2.1) of upper, middle and lower three layer plane grid-shaped, the end face cross-distribution of described uncovered box-shaped panel (1) has anti-floating steel pipe (4), described anti-floating steel pipe (4) the earth anchor reinforcing bar (5) pre-buried with sump (6) surrounding is connected.
2. high-story architecture construction sump template according to claim 1, it is characterized in that: described uncovered box-shaped panel (1) is wood plywood, bamboo plywood or bamboo-wood plywood.
3. high-story architecture construction sump template according to claim 1, it is characterized in that: the material of described vertical supporting (2.2) and cross binding (2.1) is flitch or steel pipe.
4. high-story architecture construction sump template according to claim 2 is characterized in that: described vertical supporting (2.2) is that Tenon connects or bolt connects with being connected of cross binding (2.1).
5. high-story architecture construction sump template according to claim 2, it is characterized in that: the spacing of described cross binding (2.1) is 600mm; The spacing of described vertical supporting (2.2) is 600mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220621750 CN202954570U (en) | 2012-11-22 | 2012-11-22 | High-rise building construction sump pit template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220621750 CN202954570U (en) | 2012-11-22 | 2012-11-22 | High-rise building construction sump pit template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202954570U true CN202954570U (en) | 2013-05-29 |
Family
ID=48460149
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220621750 Expired - Fee Related CN202954570U (en) | 2012-11-22 | 2012-11-22 | High-rise building construction sump pit template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202954570U (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103711306A (en) * | 2014-01-08 | 2014-04-09 | 成军 | Method for constructing water collection well, elevator pit sunk type sealed inner frame formwork |
| CN105756341A (en) * | 2016-04-06 | 2016-07-13 | 中国十七冶集团有限公司 | Installation process of elevator shaft formwork |
| CN105822061A (en) * | 2016-04-06 | 2016-08-03 | 中国十七冶集团有限公司 | Formwork mounting and support reinforcing system for collector well, elevator shaft and the like |
| CN105862894A (en) * | 2016-04-06 | 2016-08-17 | 中国十七冶集团有限公司 | Installation method for anti-floating overall template of water collection pit |
| CN106869493A (en) * | 2017-04-19 | 2017-06-20 | 中天建设集团有限公司 | One kind cheats new formwork system and its construction method in hole |
| CN106930523A (en) * | 2017-03-14 | 2017-07-07 | 中国十七冶集团有限公司 | A kind of concrete structure catch pit detachable template reinforcement technique |
| CN110106908A (en) * | 2019-05-13 | 2019-08-09 | 中国十七冶集团有限公司 | A kind of independent foundation under column concrete instead fills quickly peace and tears typified form open |
| CN110700297A (en) * | 2019-09-05 | 2020-01-17 | 中国十七冶集团有限公司 | Sump setting combined steel formwork and installation method thereof |
| CN115110539A (en) * | 2022-07-06 | 2022-09-27 | 中建八局第三建设有限公司 | Construction method for erecting formwork on one side around sump pit |
-
2012
- 2012-11-22 CN CN 201220621750 patent/CN202954570U/en not_active Expired - Fee Related
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103711306B (en) * | 2014-01-08 | 2015-12-30 | 南通华通建设集团有限公司 | Collecting well, elevator pit sunk type close inside casing section mould plate construction method |
| CN103711306A (en) * | 2014-01-08 | 2014-04-09 | 成军 | Method for constructing water collection well, elevator pit sunk type sealed inner frame formwork |
| CN105862894B (en) * | 2016-04-06 | 2018-02-02 | 中国十七冶集团有限公司 | A kind of installation method of catch pit anti-floating integral mold plate |
| CN105756341A (en) * | 2016-04-06 | 2016-07-13 | 中国十七冶集团有限公司 | Installation process of elevator shaft formwork |
| CN105822061A (en) * | 2016-04-06 | 2016-08-03 | 中国十七冶集团有限公司 | Formwork mounting and support reinforcing system for collector well, elevator shaft and the like |
| CN105862894A (en) * | 2016-04-06 | 2016-08-17 | 中国十七冶集团有限公司 | Installation method for anti-floating overall template of water collection pit |
| CN105756341B (en) * | 2016-04-06 | 2018-10-26 | 中国十七冶集团有限公司 | A kind of installation steps of hoistway formwork |
| CN106930523A (en) * | 2017-03-14 | 2017-07-07 | 中国十七冶集团有限公司 | A kind of concrete structure catch pit detachable template reinforcement technique |
| CN106869493A (en) * | 2017-04-19 | 2017-06-20 | 中天建设集团有限公司 | One kind cheats new formwork system and its construction method in hole |
| CN110106908A (en) * | 2019-05-13 | 2019-08-09 | 中国十七冶集团有限公司 | A kind of independent foundation under column concrete instead fills quickly peace and tears typified form open |
| CN110700297A (en) * | 2019-09-05 | 2020-01-17 | 中国十七冶集团有限公司 | Sump setting combined steel formwork and installation method thereof |
| CN115110539A (en) * | 2022-07-06 | 2022-09-27 | 中建八局第三建设有限公司 | Construction method for erecting formwork on one side around sump pit |
| CN115110539B (en) * | 2022-07-06 | 2024-03-01 | 中建八局第三建设有限公司 | Construction method for single-side formwork around water collection pit |
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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 |
Granted publication date: 20130529 Termination date: 20141122 |
|
| EXPY | Termination of patent right or utility model |