CN2551718Y - Shuttering support for single side wall of undercroft - Google Patents
Shuttering support for single side wall of undercroft Download PDFInfo
- Publication number
- CN2551718Y CN2551718Y CN 02238323 CN02238323U CN2551718Y CN 2551718 Y CN2551718 Y CN 2551718Y CN 02238323 CN02238323 CN 02238323 CN 02238323 U CN02238323 U CN 02238323U CN 2551718 Y CN2551718 Y CN 2551718Y
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Abstract
The utility model relates to a template bracket of a single side wall body in a basement, and the utility model is composed of a plurality of right-angled triangle template bracket units. The right-angled triangle template bracket units comprise a straight bracket, a level bracket and an oblique supporting bracket, in addition, a channel steel pad is also arranged, and the channel steel pad is composed of two channel steels and a connecting block. A gap is formed between the two channel steels. An inclined supporting piece which is used for positioning the channel steel pad is fixed at the right angle part of the right-angled triangle template bracket unit. One end of an L-shaped steel bar embedded rod is provided with outer screw threads. A connecting nut is connected by screws at one end of the embedded rod, and a blocking rod is arranged by passing through the middle part of the connecting nut. One end of an outer connecting rod with outer screw threads passes through a hole of the pad and the gap between the two channel steels of the channel steel pad to connect with the connecting nut by screws, and the other end is connected with a lock nut by screws. When a foundation is poured, the L-shaped embedded rod is poured in the foundation. When the outer wall of a basement is poured, the triangle template bracket units can not move because the fixation of the embedded rod. Thereby the phenomenon of mode running and mode blasting can not happen. The construction is very convenient, and man-hour is saved.
Description
Technical field
The utility model relates to a kind of basement lateral wall phantom timbering.
Background technology
Because the restriction of construction field reaches the development along with slope protecting technique, the phenomenon of outer wall of basement single side formwork is more and more, because there is not through-wall bolt to resist concrete lateral pressure, thereby brings bigger difficulty to template construction.Recently unit in charge of construction has adopted several different methods, but all exists construction cumbersome, the recruitment waste, and the time race mould, quick-fried mould phenomenon generation arranged.
Summary of the invention
The purpose of this utility model provides a kind of easy construction and can not run the basement lateral wall phantom timbering of mould.
For achieving the above object, the utility model is taked following design scheme: a kind of basement lateral wall phantom timbering, its several right-angled triangle falsework unit of serving as reasons assemble, described right-angled triangle falsework unit comprises and is used for the vertical rack that is connected with template, horizontal stand perpendicular to described vertical rack, the oblique supporting bracket that connects described vertical rack and horizontal stand, it is characterized in that: it also comprises: the channel-section steel pad, described channel-section steel pad is made up of with the contiguous block that is connected two described channel-section steel bottoms two channel-section steels, has the slit between the two described channel-section steels; The place, right angle of described right-angled triangle falsework unit is fixed with an oblique support member for described channel-section steel pad placement; The L shaped reinforcing bar that equates with described right-angled triangle falsework element number buries bar, and the one end has external screw thread; Be bolted in the described attaching nut with internal thread who buries bar one end, its middle part is equipped with a pin; Have externally threaded outside connecting rod, the one end passes the hole of pad, slit and described attaching nut's bolt, the other end and the locking nut bolt between described channel-section steel pad two channel-section steels.
Listen and to state vertical rack and form, have the slit between the two described channel-section steels by two channel-section steels and the contiguous block that is connected bottom the two described channel-section steels; Described vertical rack upper end is connected with one and increases joint, the described joint of increasing comprises two short channel-section steels, the contiguous block that connects two described short channel-section steel bottoms, has the slit between the two described short channel-section steels, be provided with to be connected in the groove of described channel-section steel and short channel-section steel and pull, be connected by bolt and nut respectively between the described channel-section steel and the bottom surface of lacking channel-section steel and the described junction plate.
The lower end of each described right-angled triangle falsework unit is connected with a right angle trapezoid template carrier unit, the outer end of the horizontal stand in the described right-angled triangle falsework unit is fixed with the last contiguous block with horizontal upper junction plate, and described vertical rack lower end is fixed with a upper junction plate; Described right-angled trapezium falsework unit, its vertical edge upper end is fixed with a lower connecting plate that matches with upper junction plate on the described vertical rack, horizontal sides outer end is fixed with a lower connecting block on it, has the lower connecting plate that matches with the described upper junction plate of going up contiguous block on the described lower connecting block, described upper junction plate is connected by bolt and nut with lower connecting plate, described right-angled triangle falsework unit is connected the back and forms a large triangle shape falsework unit with described right-angled trapezium falsework unit, the place, right angle of described trapezoid template support lower end is fixed with an oblique support member for described channel-section steel pad placement.
A nut is fixed in described horizontal stand outer end, is bolted with a ball stud adjusting device on the described nut.
Described ball stud adjusting device has the channel-section steel of through hole by the bottom, is arranged in the ball stud that described channel-section steel through hole and head are positioned at described channel-section steel opening, seals the base plate of described channel-section steel opening and forms.
The utility model has the advantages that: the utility model basement lateral wall phantom timbering, its several right-angled triangle falsework unit of serving as reasons assemble, right-angled triangle falsework unit comprises and is used for the vertical rack that is connected with template, horizontal stand perpendicular to vertical rack, the oblique supporting bracket that connects vertical rack and horizontal stand, because it also comprises: the channel-section steel pad, the channel-section steel pad is made up of with the contiguous block that is connected two channel-section steels bottom two channel-section steels, has the slit between two channel-section steels; The place, right angle of right-angled triangle falsework unit is fixed with an oblique support member for the placement of channel-section steel pad; The L shaped reinforcing bar that equates with right-angled triangle falsework element number buries bar, and the one end has external screw thread; Be bolted in the attaching nut with internal thread who buries bar one end, its middle part is equipped with a pin; Have externally threaded outside connecting rod, the one end passes hole, slit and the attaching nut's bolt between channel-section steel pad two channel-section steels, the other end and a locking nut bolt of pad.When building ground, will be in perpendicular and the minor face L shaped bar that buries down be cast in the ground, and the vertical rack and the template of falsework be fixed together, so triangle falsework unit buries the fixing of bar and can not move because have when building outer wall of basement, so mould, quick-fried mould phenomenon can not occur running, and construction is quite convenient, saves man-hour.
Description of drawings
Fig. 1 is a perspective view of the present utility model
Fig. 2 is a schematic side view of the present utility model
Fig. 3 is an A portion zoomed-in view among Fig. 2
Fig. 4 is for falsework unit in the utility model and increase joint package assembly decomposing schematic representation
Fig. 5 is falsework unit and a trapezoid template carrier unit package assembly decomposing schematic representation in the utility model
The specific embodiment
As Fig. 1, Fig. 2, shown in Figure 3, the utility model basement lateral wall phantom timbering, tool several right-angled triangle falsework unit 1 of serving as reasons assemble, right-angled triangle falsework unit 1 comprises and is used for the vertical rack 3 that is connected with template 2, horizontal stand 4 perpendicular to vertical rack 3, connect the oblique supporting bracket 5 of vertical rack 3 and horizontal stand 4, tool is characterised in that: it also comprises:
Channel-section steel pad 8, channel-section steel pad 8 is made up of with the contiguous block 23 that is connected two channel-section steels, 7 bottoms two channel-section steels 7, has slit 24 between two channel-section steels 7;
The place, right angle of right-angled triangle falsework unit 1 is fixed with an oblique support member 6 for 8 placements of channel-section steel pad;
The L shaped reinforcing bar that equates with right-angled triangle falsework unit 1 quantity buries bar 9, and the one end has external screw thread;
Be bolted in the attaching nut with internal thread 10 who buries bar 9 one ends, its middle part is equipped with a pin 11;
Have externally threaded outside connecting rod 12, the one end passes the slit 24 and attaching nut's 10 bolts, the other end and a locking nut 14 bolts between 8 liang of channel-section steels 7 of hole, channel-section steel pad of pad 13.
When building ground, will be in perpendicular and the minor face L shaped bar 9 that buries down be cast in the ground, channel-section steel pad 8 places on the oblique support member 6 at place, 1 right angle, right-angled triangle falsework unit, is burying the bar 9 one ends attaching nut 10 that screws on, up to reason bar 9 top letter pins 11; Outside connecting rod 12 is passed slit 24 and attaching nut's 10 bolts between 8 liang of channel-section steels 7 of hole, channel-section steel pad of pad 13, outside connecting rod 12 other ends are by locking nut 14 lockings.And the vertical rack 3 of falsework is fixed together with template 2, so triangle falsework unit 1 buries the fixing of bar 9 and can not move because have when building outer wall of basement, so mould, quick-fried mould phenomenon can not occur running, and construction is quite convenient, saves man-hour.
As Fig. 2, shown in Figure 4, vertical rack 3 is made up of with the contiguous block that is connected two channel-section steels, 25 bottoms two channel-section steels 25, has the slit between two channel-section steels 25, vertical rack 3 upper ends are connected with one and increase joint 22, increase joint 22 and comprise two short channel-section steels 30, have the slit between contiguous block 31, the two short channel-section steels 30 of connection two short channel-section steels 30 bottoms, be provided with junction plate 32 in the groove of channel-section steel 25 and short channel-section steel 30, be connected and fixed by bolt and nut respectively between the bottom surface of channel-section steel 25 and short channel-section steel 30 and the junction plate 32.The height of the utility model basement lateral wall phantom timbering can be regulated in more among a small circle, build the differing heights body of wall to be applicable to.
As Fig. 1, Fig. 2, shown in Figure 5, the lower end of each right-angled triangle falsework unit 1 is connected with a right angle trapezoid template carrier unit 18, the outer end of the horizontal stand 4 in the right-angled triangle falsework unit 1 is fixed with the last contiguous block 37 with horizontal upper junction plate 17, and the lower end of vertical rack 3 is fixed with a upper junction plate 26; Right-angled trapezium falsework unit 18, horizontal sides outer end is fixed with a lower connecting block 38 on it, lower connecting block 38 has the lower connecting plate 19 that matches with upper junction plate 17, its vertical edge 27 upper ends are fixed with a lower connecting plate 28 that matches with upper junction plate 26 on the vertical rack 3, upper junction plate 17,26 and lower connecting plate 19,28 link together by bolt and nut, right-angled triangle falsework unit 1 is connected the back and forms a large triangle shape falsework unit with right-angled trapezium falsework unit 18, the place, right angle of trapezoid template carrier unit 18 lower ends is fixed with an oblique support member 6 for 8 placements of channel-section steel pad.From the above, by higher template can be supported with the large triangle shape falsework unit that forms after trapezoid template carrier unit 18 is connected in triangle falsework unit 1, thus pourable higher body of wall.
This moment is when building ground, will be in perpendicular and the minor face L shaped bar 9 that buries down be cast in the ground, channel-section steel pad 8 places on the oblique support member 6 at place, 18 right angle, right-angled trapezium falsework unit, is burying the bar 9 one ends attaching nut 10 that screws on, up to burying bar 9 top letter pins 11; Outside connecting rod 12 is passed slit 24 and attaching nut's 10 bolts between 8 liang of channel-section steels 7 of hole, channel-section steel pad of pad 13, outside connecting rod 12 other ends are implemented by locking nut 14 lockings.
As shown in Figure 4, when if the triangle falsework unit in the utility model falsework contacts with ground, a nut 15 can also be fixed in horizontal stand 4 outer ends wherein, a ball stud adjusting device 16 is spirally connected on the nut 15, regulate the vertical degree of vertical rack 3 by regulating ball stud adjusting device 16, thereby reach the purpose of the vertical degree of regulating template 2.
As Fig. 1, Fig. 2, shown in Figure 5, when 1 below, triangle falsework unit is connected with three trapezoid template carrier units 18, then can fix a nut 15 in outer end, three trapezoid template carrier units, 18 bottom, the ball stud adjusting device 16 that is spirally connected on the nut 15 is regulated the vertically purposes of degree of template 2 to reach.
Ball stud adjusting device 16 has the channel-section steel 33 of through hole by the bottom, is arranged in the ball stud 35 that channel-section steel 33 through holes and head are positioned at channel-section steel 33 openings, and the base plate 34 of sealing channel-section steel 33 openings is formed.By turning ball stud 35 nut 15 is moved up and down along bolt 35, regulate the vertically purpose of degree of template 2 to reach.
Claims (7)
1, a kind of basement lateral wall phantom timbering, its several right-angled triangle falsework unit of serving as reasons assemble, described right-angled triangle falsework unit comprises and is used for the vertical rack that is connected with template, horizontal stand perpendicular to described vertical rack, connect the oblique supporting bracket of described vertical rack and horizontal stand, it is characterized in that: it also comprises:
The channel-section steel pad, described channel-section steel pad is made up of with the contiguous block that is connected two described channel-section steel bottoms two channel-section steels, has the slit between the two described channel-section steels;
The place, right angle of described right-angled triangle falsework unit is fixed with an oblique support member for described channel-section steel pad placement;
The L shaped reinforcing bar that equates with described right-angled triangle falsework element number buries bar, and the one end has external screw thread;
Be bolted in the described attaching nut with internal thread who buries bar one end, its middle part is equipped with a pin;
Have externally threaded outside connecting rod, the one end passes the hole of pad, slit and described attaching nut's bolt, the other end and the locking nut bolt between described channel-section steel pad two channel-section steels.
2, basement lateral wall phantom timbering according to claim 1 is characterized in that: described vertical rack is made up of with the contiguous block that is connected two described channel-section steel bottoms two channel-section steels, has the slit between the two described channel-section steels; Described vertical rack upper end is connected with one and increases joint, the described joint of increasing comprises two short channel-section steels, the contiguous block that connects two described short channel-section steel bottoms, has the slit between the two described short channel-section steels, be provided with junction plate in the groove of described channel-section steel and short channel-section steel, be connected by bolt and nut respectively between the bottom surface of described channel-section steel and short channel-section steel and the described junction plate.
3, basement lateral wall phantom timbering according to claim 1 and 2, it is characterized in that: the lower end of each described right-angled triangle falsework unit is connected with a right angle trapezoid template carrier unit, the outer end of the horizontal stand in the described right-angled triangle falsework unit is fixed with the last contiguous block with horizontal upper junction plate, and described vertical rack lower end is fixed with a upper junction plate; Described right-angled trapezium falsework unit, its vertical edge upper end is fixed with a lower connecting plate that matches with upper junction plate on the described vertical rack, horizontal sides outer end is fixed with a lower connecting block on it, has the lower connecting plate that matches with the described upper junction plate of going up contiguous block on the described lower connecting block, described upper junction plate with under be connected to pull and be connected by bolt and nut, described right-angled triangle falsework unit is connected the back and forms a large triangle shape falsework unit with described right-angled trapezium falsework unit, the place, right angle of described trapezoid template support lower end is fixed with an oblique support member for described channel-section steel pad placement.
4, basement lateral wall phantom timbering according to claim 1 and 2, it is characterized in that: a nut is fixed in described horizontal stand outer end, is bolted with a ball stud adjusting device on the described nut.
5, basement lateral wall phantom timbering according to claim 3, it is characterized in that: a nut is fixed in described trapezoid template frame bottom outer end, and a ball stud adjusting device is spirally connected on the described nut.
6, basement lateral wall phantom timbering according to claim 4, tool is characterised in that: described ball stud adjusting device is had the channel-section steel of through hole by the bottom, be arranged in described channel-section steel through hole and head and be positioned at the ball stud of described channel-section steel opening, seal the base plate of described channel-section steel opening and form.
7, basement lateral wall phantom timbering according to claim 5, it is characterized in that: described ball stud adjusting device is had the channel-section steel of through hole by the bottom, be arranged in described channel-section steel through hole and head and be positioned at the ball stud of described channel-section steel opening, seal the base plate of described channel-section steel opening and form.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 02238323 CN2551718Y (en) | 2002-07-02 | 2002-07-02 | Shuttering support for single side wall of undercroft |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 02238323 CN2551718Y (en) | 2002-07-02 | 2002-07-02 | Shuttering support for single side wall of undercroft |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2551718Y true CN2551718Y (en) | 2003-05-21 |
Family
ID=33712052
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 02238323 Expired - Fee Related CN2551718Y (en) | 2002-07-02 | 2002-07-02 | Shuttering support for single side wall of undercroft |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2551718Y (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102352607A (en) * | 2011-10-28 | 2012-02-15 | 中铁四局集团第四工程有限公司 | Full water stopping side wall template system |
| CN102518148A (en) * | 2011-12-29 | 2012-06-27 | 中铁上海工程局有限公司 | Architecture related to triangular bracing structure of underground open cut station and construction method thereof |
| CN103470026A (en) * | 2013-09-04 | 2013-12-25 | 中建三局第一建设工程有限责任公司 | Basement external wall single-face framework erecting system and construction method |
| CN107435335A (en) * | 2017-09-15 | 2017-12-05 | 上海建工建集团有限公司 | Brick retaining wall steel bar girder hardened system and method on foundation pit enclosure top beam |
| CN107605059A (en) * | 2017-10-09 | 2018-01-19 | 西南科技大学 | A kind of Novel movable assembled blast wall |
| CN107905532A (en) * | 2017-10-20 | 2018-04-13 | 上海建工四建集团有限公司 | One side formwork segmental timbering system and method |
| CN108590165A (en) * | 2018-05-04 | 2018-09-28 | 江苏扬州建工建设集团有限公司 | A kind of construction method of deep basal pit concrete of basement exterior wall |
| CN111101701A (en) * | 2020-01-03 | 2020-05-05 | 北京城建集团有限责任公司 | Basement outer wall unilateral formwork supporting system and construction method thereof |
| CN111502246A (en) * | 2020-04-29 | 2020-08-07 | 中铁二局第一工程有限公司 | BIM technology-based design and optimization method for side wall unilateral template support system |
-
2002
- 2002-07-02 CN CN 02238323 patent/CN2551718Y/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102352607A (en) * | 2011-10-28 | 2012-02-15 | 中铁四局集团第四工程有限公司 | Full water stopping side wall template system |
| CN102518148A (en) * | 2011-12-29 | 2012-06-27 | 中铁上海工程局有限公司 | Architecture related to triangular bracing structure of underground open cut station and construction method thereof |
| CN103470026A (en) * | 2013-09-04 | 2013-12-25 | 中建三局第一建设工程有限责任公司 | Basement external wall single-face framework erecting system and construction method |
| CN103470026B (en) * | 2013-09-04 | 2015-07-15 | 中建三局第一建设工程有限责任公司 | Basement external wall single-face framework erecting system and construction method |
| CN107435335A (en) * | 2017-09-15 | 2017-12-05 | 上海建工建集团有限公司 | Brick retaining wall steel bar girder hardened system and method on foundation pit enclosure top beam |
| CN107605059A (en) * | 2017-10-09 | 2018-01-19 | 西南科技大学 | A kind of Novel movable assembled blast wall |
| CN107605059B (en) * | 2017-10-09 | 2020-07-10 | 西南科技大学 | Remove assembled blast wall |
| CN107905532A (en) * | 2017-10-20 | 2018-04-13 | 上海建工四建集团有限公司 | One side formwork segmental timbering system and method |
| CN108590165A (en) * | 2018-05-04 | 2018-09-28 | 江苏扬州建工建设集团有限公司 | A kind of construction method of deep basal pit concrete of basement exterior wall |
| CN111101701A (en) * | 2020-01-03 | 2020-05-05 | 北京城建集团有限责任公司 | Basement outer wall unilateral formwork supporting system and construction method thereof |
| CN111502246A (en) * | 2020-04-29 | 2020-08-07 | 中铁二局第一工程有限公司 | BIM technology-based design and optimization method for side wall unilateral template support system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |