CN210210806U - T beam mold board strutting arrangement - Google Patents
T beam mold board strutting arrangement Download PDFInfo
- Publication number
- CN210210806U CN210210806U CN201920727390.0U CN201920727390U CN210210806U CN 210210806 U CN210210806 U CN 210210806U CN 201920727390 U CN201920727390 U CN 201920727390U CN 210210806 U CN210210806 U CN 210210806U
- Authority
- CN
- China
- Prior art keywords
- template body
- bottom plate
- slot
- riser
- section mould
- 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
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a T roof beam template strutting arrangement, including the bottom plate, installed at least one embedded post below the bottom plate, the riser has been installed relatively on the bottom plate, has installed T type template body between the riser, is equipped with the screw rod on the T type template body, is equipped with the spout on the riser, and the screw rod card is gone into the one end of spout and screw rod and is passed through nut locking. The stand also corresponds the slot and inserts, insert the slot until the stand completely, and T section mould template body front and back end is sliding fit with the steel sheet inner of vertical setting around with, when nut locking screw, make T section mould template body stably settle on the riser, insert in the slot through the stand that both sides evenly set up, can make T section mould template body establish more stably between two vertical steel sheets, treat after the concrete dries, only need back-off screw with the nut, can follow two T section mould template body both sides fork with two fork truck, then lift, make prefabricated T section beam and T section mould template body shift up.
Description
Technical Field
The utility model relates to a T roof beam template strutting arrangement.
Background
The T-beam is used as a force supporting beam of the bridge deck of the railway bridge, is preset under the bridge deck and bears the weight of the bridge deck, the railway and the train.
Present T roof beam is prefabricated at the mill more, adopt two dog-ear steel sheet docks, form the butt joint structure of cross-section T type, and the dog-ear steel sheet is settled between the steel sheet of two vertical arrangement more, and be sliding fit with the steel sheet of vertical arrangement, the steel sheet through vertical arrangement is used for plugging up dog-ear steel sheet front and back side, prevent inside concrete outflow, and dog-ear steel sheet both sides adopt the mixed overlap joint of a lot of steel pipe all directions as support frame structure more, and adopt between the steel pipe to detain formula screwed connection spare interconnect, the weak point of existence has: adopt the mixed overlap joint of many steel pipe all directions to need many knot formula screwed connection spare interconnect together, the dismantlement formula, need unload the screw on many knot formula screwed connection spare, just can make the steel pipe can not influence the template and break away from bearing structure, the installation with dismantle complicacy.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a T roof beam template strutting arrangement to propose the installation and dismantle complicated problem in solving above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a T roof beam template strutting arrangement, includes the bottom plate, at least one embedded post has been installed to the below of bottom plate, the riser has been installed relatively on the bottom plate, T type template body has been installed between the riser, be equipped with the screw rod on the T type template body, be equipped with the spout on the riser, the screw rod card is gone into the spout and the one end of screw rod is passed through the nut and is locked.
Preferably, a connecting rod is arranged between the embedded columns.
Preferably, the sliding groove is of a square groove structure.
Preferably, the T-shaped template body is provided with a stand column, the bottom plate is provided with a support column, the support column is internally provided with a slot, and the stand column is inserted into the slot.
Preferably, the upright post is of a circular columnar structure, and the slot is of a circular groove structure.
Compared with the prior art, the beneficial effects of the utility model are that: the T-shaped template body is lifted up, the screw rods are inserted into the upper ports of the sliding grooves one by one, the stand columns are inserted into the slots correspondingly until the stand columns are completely inserted into the slots, the front end and the rear end of the T-shaped template body are in sliding fit with the inner ends of the steel plates vertically arranged in the front and the rear, the screw rods are locked by the nuts, the T-shaped template body is stably arranged on the stand plates, the stand columns evenly arranged on two sides are inserted into the slots, the T-shaped template body can be arranged between the two vertical steel plates more stably, after concrete is dried, the screw rods only need to be screwed out of the nuts, the two T-shaped template bodies can be forked up by the two forklifts, then the prefabricated T-shaped beam and the T-shaped template body are lifted up, the screw rods are separated from the sliding grooves, the stand columns are separated from the slots, the installation and the disassembly are convenient.
Drawings
FIG. 1 is a partially cut-away front view of the present invention;
fig. 2 is a right-side schematic view of the present invention;
fig. 3 is a schematic cross-sectional view of the slot and the insertion post of the present invention.
In the figure: the beam template comprises a base plate 1, a pre-buried column 2, a connecting rod 3, a vertical plate 4, a beam template body 5T, a screw 6, a sliding groove 7, a nut 8, a vertical column 9, a supporting column 10 and a slot 11.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1 and fig. 2, the present invention provides a technical solution: a T-beam template supporting device comprises a bottom plate 1, wherein the bottom plate 1 is a horizontally arranged square plate structure, the front end and the rear end of the bottom plate are connected with a vertically arranged steel plate in a welding mode, at least one embedded column 2 is arranged below the bottom plate 1, the embedded columns 2 are circular columnar structures and are uniformly arranged at the lower end of the bottom plate 1 and are integrated with the bottom plate 1 in a fusion casting mode, connecting rods 3 are distributed among the embedded columns 2 and are embedded under the ground through the embedded columns 2 and the connecting rods 3, the bottom plate 1 can be stably arranged on the ground, the embedded columns 2 are uniformly provided with the connecting rods 3 in a vertical mode and are integrated with the embedded columns 2 in a fusion casting mode, vertical plates 4 are oppositely arranged on the bottom plate 1, the vertical plates 4 are in a vertically arranged square plate structure and are symmetrically arranged on two sides of the upper end of the bottom plate 1 and are integrated with the bottom plate 1 in a fusion casting mode, and the front end and the rear end of each, a T-shaped template body 5 is arranged between the vertical plates 4, the T-shaped template body 5 is of a plate-shaped structure with two folds at two times, the fold is ninety degrees, the vertical plates 4 are in abutting contact with the outer end of the T-shaped template body 5, the T-shaped template body 5 is provided with screw rods 6, the screw rods 6 are uniformly arranged at the front and the back of the outer end of the T-shaped template body 5, and the inner of screw rod 6 adopts welded mode to connect T type template body 5, the lower extreme sliding contact bottom plate 1's of T type template body 5 upper end, the steel sheet inner of T type template body 5 front and back end and front and back vertical setting is sliding fit, be equipped with spout 7 on the riser 4, spout 7 sets up the well side at riser 4, spout 7 is square groove structure, screw rod 6 is sliding fit with the inner wall of spout 7, screw rod 6 card is gone into spout 7 and screw rod 6's one end and is passed through nut 8 and lock, when nut 8 locking screw rod 6, make T type template body 5 stably settle on riser 4.
Referring to fig. 1, fig. 2 and fig. 3, the T-shaped formwork body 5 is provided with the upright posts 9, the upright posts 9 are uniformly arranged on two sides of the T-shaped formwork body 5 in the front and back direction, the upright posts and the T-shaped formwork body 5 are made of fusion casting integral pieces, the bottom plate 1 is provided with the supporting columns 10, the supporting columns 10 are of a circular columnar structure, the upright posts 9 are uniformly arranged on two sides of the upper end of the bottom plate 1 in the front and back direction, the supporting columns 9 correspond to the supporting columns 10 one by one, the inserting grooves 11 are formed in the supporting columns 10, the upright posts 9 are inserted into the inserting grooves 11, when the upright posts 9 are completely inserted into the inserting grooves 11, the lower end of the T-shaped formwork body 5 is in sliding contact with the upper end of the bottom plate 1, the upright posts 9 uniformly arranged on two sides are inserted.
The utility model discloses when concrete implementation: before installation, except that the embedded column 2 is embedded under the ground, all parts are in a separated state, the bottom plate 1 can be stably arranged on the ground by embedding the embedded column 2 and the connecting rod 3 under the ground, the front end and the rear end of the vertical plate 4 are connected with the inner ends of the vertically arranged steel plates at the front side and the rear side in a seamless welding mode, the supporting structure is stably arranged, the T-shaped template body 5 is lifted, the screw rods 6 are inserted into the upper ports of the sliding grooves 7 one by one corresponding to the upper ports of the sliding grooves 7, the upright columns 9 are inserted into the slots 11 corresponding to the slots 11 until the upright columns 9 are completely inserted into the slots 11, the front end and the rear end of the T-shaped template body 5 are in sliding fit with the inner ends of the vertically arranged steel plates at the front side and the rear side, when the screw rods 6 are locked by the nuts 8, the T-shaped template body 5 is stably arranged on the vertical plate 4, and then the T-shaped template body 5 is stably arranged between two steel plates arranged in the front and the back, the installation is convenient, concrete can be poured into the T-shaped template body 5 from the upper end opening of the involution structure, after the concrete is dried, only the nut 8 needs to be screwed out of the screw 6, two forking trucks can be used for forking from the two sides of the T-shaped template body 5, then the forking trucks are lifted, the prefabricated T-shaped beam and the T-shaped template body 5 move upwards, the screw 6 is separated from the chute 7, the upright post 9 is separated from the slot 11, then a plurality of steel wire rope sleeves are sleeved into the T-shaped template body 5, the steel wire rope sleeves are hung by the forking trucks, the T-shaped beam and the T-shaped template body 5 are hoisted to the ground, the T-shaped template body 5 at the two sides are knocked by a hammer, and the prefabricated T-shaped beam and the T-shaped template body 5 can be separated, and the.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (5)
1. The utility model provides a T roof beam template strutting arrangement, includes bottom plate (1), its characterized in that: the novel die plate is characterized in that at least one embedded column (2) is installed below the bottom plate (1), vertical plates (4) are installed on the bottom plate (1) relatively, T-shaped die plate bodies (5) are installed between the vertical plates (4), screw rods (6) are arranged on the T-shaped die plate bodies (5), sliding grooves (7) are formed in the vertical plates (4), and the screw rods (6) are clamped into the sliding grooves (7) and one ends of the screw rods (6) are locked through nuts (8).
2. The T-beam formwork support apparatus of claim 1, wherein: and connecting rods (3) are arranged between the embedded columns (2).
3. The T-beam formwork support apparatus of claim 1, wherein: the sliding groove (7) is of a square groove structure.
4. The T-beam formwork support apparatus of claim 1, wherein: the T-shaped formwork body (5) is provided with a stand column (9), the bottom plate (1) is provided with a support column (10), a slot (11) is formed in the support column (10), and the stand column (9) is inserted into the slot (11).
5. The T-beam form panel support assembly of claim 4, wherein: the upright post (9) is of a circular columnar structure, and the slot (11) is of a circular groove structure.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201920727390.0U CN210210806U (en) | 2019-05-21 | 2019-05-21 | T beam mold board strutting arrangement |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201920727390.0U CN210210806U (en) | 2019-05-21 | 2019-05-21 | T beam mold board strutting arrangement |
Publications (1)
Publication Number | Publication Date |
---|---|
CN210210806U true CN210210806U (en) | 2020-03-31 |
Family
ID=69926867
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201920727390.0U Expired - Fee Related CN210210806U (en) | 2019-05-21 | 2019-05-21 | T beam mold board strutting arrangement |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN210210806U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114319718A (en) * | 2020-09-30 | 2022-04-12 | 华中科技大学 | Steel prestressed concrete composite beam and pouring mold thereof |
-
2019
- 2019-05-21 CN CN201920727390.0U patent/CN210210806U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114319718A (en) * | 2020-09-30 | 2022-04-12 | 华中科技大学 | Steel prestressed concrete composite beam and pouring mold thereof |
CN114319718B (en) * | 2020-09-30 | 2023-03-14 | 华中科技大学 | Steel prestressed concrete composite beam and pouring mold thereof |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN109403456B (en) | Steel corbel embedded structure and construction method thereof | |
CN110965470A (en) | Main tower cross brace structure system capable of bearing three-way load and construction method | |
CN102134832B (en) | Movable support and movable support assisted method for erecting steel box beams through non-variable amplitude frame beam crane | |
CN210210806U (en) | T beam mold board strutting arrangement | |
CN207079910U (en) | A kind of steel concrete shuttering for being easy to quick form removal | |
CN109440724B (en) | Installation method of cast-in-place beam template suspension support system of high-pile wharf | |
CN202658590U (en) | Integral assembled drilling platform | |
CN113846567A (en) | Method for quickly constructing underwater pile-column type foundation of bridge | |
CN211849246U (en) | Reverse hoisting system suitable for high-pile wharf | |
CN211772852U (en) | Main tower cross brace structure system capable of bearing three-way load | |
CN207277800U (en) | Non- built-in type the shaped steel suspension scaffolding | |
CN207211198U (en) | A kind of gang form for piping lane construction | |
CN215052220U (en) | Novel back-buckling type safe sand cylinder of cast-in-place beam steel pipe support | |
CN212249182U (en) | Expansion joint template | |
CN210421872U (en) | Laminated slab overhanging scaffold I-steel embedded pipe | |
CN102310475A (en) | Height and width adjustable fast-dismounting top supported premoulding device | |
CN208456117U (en) | A kind of post-cast strip overhanging end independent support device | |
CN207726560U (en) | A kind of interim attachment device of building hoist | |
CN202031323U (en) | Multifunctional reinforcing plate of reinforced concrete early-disassembled beam template system | |
CN201560582U (en) | Supporting piece used for wall, column and girder in construction engineering | |
CN209353699U (en) | Formwork system for X rod structure | |
CN215107150U (en) | Stiff beam pouring support structure | |
CN205875195U (en) | No pull rod formula cushion cap template | |
CN205894662U (en) | Modular triangle steel truss template | |
CN206173812U (en) | Novel construction of continuous beam displacement device of bridge |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200331 |
|
CF01 | Termination of patent right due to non-payment of annual fee |