CN208009895U - Lightgage steel joist type column mould reinforcement system - Google Patents

Lightgage steel joist type column mould reinforcement system Download PDF

Info

Publication number
CN208009895U
CN208009895U CN201820254643.2U CN201820254643U CN208009895U CN 208009895 U CN208009895 U CN 208009895U CN 201820254643 U CN201820254643 U CN 201820254643U CN 208009895 U CN208009895 U CN 208009895U
Authority
CN
China
Prior art keywords
light steel
horizontal bar
shaped
reinforcement system
type column
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
Application number
CN201820254643.2U
Other languages
Chinese (zh)
Inventor
张健华
孟先华
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Taibo Intelligent Construction Technology Suzhou Co ltd
Taibo New Building Technology Suzhou Co ltd
Original Assignee
TAIBO CONCRETE FORMWORK AND SUPPORTING (SHAANXI) CO Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by TAIBO CONCRETE FORMWORK AND SUPPORTING (SHAANXI) CO Ltd filed Critical TAIBO CONCRETE FORMWORK AND SUPPORTING (SHAANXI) CO Ltd
Priority to CN201820254643.2U priority Critical patent/CN208009895U/en
Application granted granted Critical
Publication of CN208009895U publication Critical patent/CN208009895U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The utility model discloses a kind of lightgage steel joist type column mould reinforcement systems, and formula fastening is embraced by the hoop of multiple vertical back cords of back cord reinforcing frame shape paired column mould being vertically spaced apart;Back cord reinforcing frame includes four whippletrees;The front end of any whippletree is connected to adjacent whippletree side, so that back cord reinforcing frame forms windmill-shape;The two adjacent institute's thick sticks mutually abutted ensure that device is fixedly connected into orthogonal state by right angle, and by angle to drawing device to reinforce;To drawing device including two angles to pulling seat, two angles are respectively provided on two corresponding whippletrees pulling seat at angle;Angle forms a fixed connection to pulling seat by tension and compression locking mode with whippletree, and two angles are locked by thread and to drawing nut to form drawing and pressing type to pulling seat.It is preferred that whippletree is made of two light steel of C-shaped arranged side by side.The utility model has the beneficial effects that reinforcing frame right angle guarantee property is good, integral rigidity is good, intensity is high;Take tear open it is easy to operate, take tear open it is efficient;And other not damaged component hidden danger of turnover, construction cost are low.

Description

轻钢龙骨型柱模加固体系Reinforcement System of Light Steel Keel Column Formwork

技术领域technical field

本实用新型涉及一种模板加固体系,特别涉及一种轻钢龙骨型柱模加固体系。The utility model relates to a formwork reinforcement system, in particular to a light steel keel type column formwork reinforcement system.

背景技术Background technique

在建筑施工过程中,需要采用模板架设支撑柱或墙用模腔,模板通过竖向背楞由加固框构成的加固体系箍紧固定。为满足现代施工要求,加固框不仅需要具有足够强度以提供安全保障,同时,还应当方便拆装,以便重复使用的周转,从而降低施工成本。现有用于柱模的加固体系通常都由横杠形成矩形框或井字形,通过楔块锁紧,或者对拉或斜拉方式锁紧。但现有加固体框中两相邻横杠都不是形成抵接关系,或者抵接面仅局限于横杠断面,相邻横杠在紧固过程中难以确保相互垂直,或者对拉操作空间受限,容易导致柱模中两个应当相互垂直的模板面垂直度难以保证,导致浇筑后的柱体形状不规则。为此,需要进行改进。In the process of building construction, it is necessary to use formwork to erect supporting columns or mold cavities for walls, and the formwork is fastened and fixed by a reinforcement system composed of a reinforcement frame with a vertical back corrugation. In order to meet the requirements of modern construction, the reinforced frame not only needs to have sufficient strength to provide safety protection, but also should be easy to disassemble and assemble for repeated use, thereby reducing construction costs. Existing reinforcement systems for column formwork are usually formed by horizontal bars in a rectangular frame or a well-shaped shape, which are locked by wedges, or locked in a pair-pull or cable-stay manner. However, the two adjacent horizontal bars in the existing reinforced frame do not form an abutting relationship, or the abutting surface is limited to the section of the horizontal bar, and it is difficult to ensure that the adjacent horizontal bars are perpendicular to each other during the fastening process, or the operating space for the pull is limited. It is easy to make it difficult to ensure the verticality of the two formwork faces that should be perpendicular to each other in the column formwork, resulting in irregular shape of the column after pouring. For this reason, improvements are required.

发明内容Contents of the invention

本实用新型的目的是针对现有技术的不足,提供一种轻钢龙骨型柱模加固体系,该加固体系通过多个背楞加固框形成对柱模竖向背楞的箍抱式紧固,相邻横杠通过直角保证器和角对拉器连接,角对拉器通过角对拉座、螺纹拉杆和锁紧螺母形成拉压式锁紧固定。以有效确保柱模的两相邻模板相互垂直,从而使浇筑后的混凝土柱面规整。其结构简单,加固框的箍紧强度好;且角对拉器拉紧搭设或拆卸操作空间大,相邻的角对拉器装拆操作互不干扰,其操作方便,并且无需进行如楔块锁紧方式的敲击类操作,避免锁紧或拆卸过程中出现意外滑落而存在的安全隐患,或箍紧位置变化。The purpose of this utility model is to provide a light steel keel type column formwork reinforcement system for the deficiencies of the prior art. The adjacent horizontal bar is connected with the corner pair puller through the right angle guarantor, and the corner pair puller is locked and fixed by the corner pair pull seat, the threaded pull rod and the lock nut. In order to effectively ensure that the two adjacent formworks of the column formwork are perpendicular to each other, so that the poured concrete column surface is regular. Its structure is simple, and the tightening strength of the reinforcement frame is good; and the angle pair puller is tightened and installed or disassembled with a large operating space, and the adjacent corner pair puller assembly and disassembly operations do not interfere with each other, the operation is convenient, and no need for wedges The knocking operation of the locking method avoids the potential safety hazards caused by accidental slipping during the locking or dismounting process, or the change of the clamping position.

为实现前述目的,本实用新型采用如下技术方案。In order to achieve the aforementioned purpose, the utility model adopts the following technical solutions.

一种轻钢龙骨型柱模加固体系,由多个竖向间隔分布的背楞加固框形成对柱模竖向背楞的箍抱式紧固;背楞加固框包括四个横杠;任一所述横杠的前端抵接在相邻横杠侧面,以使背楞加固框形成风车形;相互抵接的两相邻所述横杠通过直角保证器固定连接成相互垂直的状态,并通过角对拉器加固;所述角对拉器包括两个角对拉座,两个角对拉座分别设在两个对应的所述横杠上;角对拉座通过拉压锁紧方式与所述横杠形成固定连接,两个角对拉座通过螺纹拉杆和对拉螺母形成拉压式锁紧固定。A light steel keel-type column formwork reinforcement system, which consists of a plurality of vertically spaced back corrugated reinforcing frames to form a hoop-type fastening to the vertical back corrugated of the column formwork; the back corrugated reinforcing frame includes four horizontal bars; The front end of the horizontal bar abuts against the side of the adjacent horizontal bar, so that the back corrugated reinforcement frame forms a windmill shape; the two adjacent horizontal bars abutted against each other are fixedly connected to a mutually perpendicular state through a right angle guarantor, and through the angle The pair of pullers is reinforced; the corner pair of pullers includes two corner pair of pull seats, and the two corner pair of pull seats are respectively arranged on the two corresponding horizontal bars; The horizontal bar forms a fixed connection, and the two corner-to-pull seats form a tension-compression locking fixation through threaded pull rods and tension nuts.

采用前述技术方案的本实用新型,由于加固框的相邻横杠由一端构成抵接状态,并通过直角保证器确保二者呈相互垂直状态,再由角对拉器形成拉紧加固,角对拉器斜跨在二者的直角边上,三者形成相结合形成稳定的三角形结构,从而可有效确保用于形成相邻柱面的两侧模板相互垂直,从而确保浇筑后的混凝土柱的柱面规整;同时,角对拉器通过拉压锁紧方式锁紧固定,可有效提高加固框的箍紧强度。其结构简单,角对拉器拉紧搭设或拆卸操作空间大,相邻的角对拉器装拆操作互不干扰,其操作方便,并且无需进行如楔块锁紧方式的敲击类操作,避免锁紧或拆卸过程中出现意外滑落而存在的安全隐患,或箍紧位置变化。In the utility model adopting the aforementioned technical solution, since one end of the adjacent horizontal bar of the reinforcement frame forms an abutment state, and the right angle guarantor ensures that the two are in a mutually perpendicular state, and then the tension is formed by the angle pair puller, and the corner pair The puller straddles the right-angled sides of the two, and the three form a stable triangular structure in combination, which can effectively ensure that the formwork on both sides used to form the adjacent column is perpendicular to each other, thereby ensuring that the column of the concrete column after pouring The surface is regular; at the same time, the corner puller is locked and fixed by tension and compression locking, which can effectively improve the tightening strength of the reinforcement frame. Its structure is simple, and there is a large space for the installation or disassembly of the corner pullers. The installation and disassembly operations of adjacent corner pullers do not interfere with each other. The operation is convenient, and there is no need for knocking operations such as wedge locking. Avoid safety hazards caused by accidental slipping during locking or dismounting, or changes in the clamping position.

优选的,所述角对拉座包括卡板型底座,卡板型底座通过卡槽卡合在对应所述横杠外侧;卡板型底座外侧面上斜向外延伸有承载座,承载座上形成有穿设所述螺纹拉杆的穿孔,穿孔的孔口端面构成承接所述对拉螺母的承载面;所述卡板型底座上穿设有两个第一T型螺栓,第一T型螺栓的T形头卡合在对应的所述横杠的卡槽内;所述角对拉座通过螺合在所述第一T型螺栓上的锁紧螺母固定连接在对应的所述横杠上;所述横杠卡合在卡板型底座的卡槽内。以利用结构强度好的T型螺栓提高角对拉座与横杠之间的连接可靠性和牢固性;并利用卡板型底座的卡槽增大角对拉座与横杠的接触面积,提高角对拉座与横杠连接的稳定性。最好,承载座的倾斜方向为45度,以确保相邻横杠承受相等的压紧力,进一步确保相邻横杠垂直状态的稳定性。Preferably, the corner-to-drawing seat includes a clip-type base, and the clip-type base is engaged on the outside of the corresponding horizontal bar through a card slot; a bearing seat extends obliquely outward on the outer surface of the clip-type base, and the bearing seat There is a perforation through which the threaded tie rod is pierced, and the end surface of the perforated hole constitutes a bearing surface for receiving the pull nut; two first T-bolts are perforated on the clamp-type base, and the first T-bolt The T-shaped head of the corresponding horizontal bar is engaged in the slot of the corresponding horizontal bar; the corner pair seat is fixedly connected to the corresponding horizontal bar through a lock nut screwed on the first T-shaped bolt ; The horizontal bar is engaged in the card slot of the clamp-type base. T-bolts with good structural strength can be used to improve the reliability and firmness of the connection between the angle pair bracket and the horizontal bar; The stability of the connection between the pull seat and the horizontal bar. Preferably, the inclination direction of the bearing seat is 45 degrees, so as to ensure that the adjacent horizontal bars bear equal pressing force, and further ensure the stability of the vertical state of the adjacent horizontal bars.

进一步优选的,所述承载座具有从卡板型底座宽度方向突出的部分,卡板型底座的卡槽槽底上向内突伸有定位挡舌;所述横杠由两根并列的C形轻钢组成,C形轻钢的开口位于横杠内侧,两根C形轻钢分别位于所述定位挡舌的上下两侧;穿设所述螺纹拉杆的穿孔具有形成在所述定位挡舌上的部分;所述螺纹拉杆直径小于或等于定位挡舌厚度。以便横杠由两根C形轻钢构成的组合结构,角对拉座的定位挡舌插在两并列的C形轻钢之间,螺纹拉杆从两C形轻钢之间的空隙穿过,可有效避免在C形轻钢上设置穿过螺纹拉杆的穿孔,确保C形轻钢强度,或在形同强度条件下,减少C形轻钢壁厚,从而减轻重量;并可进一步利用卡板型底座上形成卡槽的槽壁对根C形轻钢形成向外扩张的限制,确保横杠整体刚性和强度。Further preferably, the bearing seat has a part protruding from the width direction of the clamp-type base, and a positioning tongue protrudes inward from the bottom of the clamp-type base of the clamp-type base; the horizontal bar consists of two parallel C-shaped Composed of light steel, the opening of the C-shaped light steel is located inside the horizontal bar, and the two C-shaped light steels are respectively located on the upper and lower sides of the positioning tongue; part; the diameter of the threaded rod is less than or equal to the thickness of the positioning tongue. So that the horizontal bar is composed of two C-shaped light steels, the positioning tongue of the corner pair of pull seats is inserted between the two parallel C-shaped light steels, and the threaded pull rod passes through the gap between the two C-shaped light steels. It can effectively avoid setting the perforation through the threaded tie rod on the C-shaped light steel to ensure the strength of the C-shaped light steel, or reduce the wall thickness of the C-shaped light steel under the condition of the same strength, thereby reducing the weight; and can further use the clamping plate The groove wall forming the card groove on the shaped base restricts the outward expansion of the C-shaped light steel to ensure the overall rigidity and strength of the horizontal bar.

更进一步优选的,所述定位挡舌还具有向横杠内侧延伸的延伸段,延伸段宽度小于定位挡舌宽度,延伸段远端穿设有连接螺栓,连接螺栓从构成横杠的C形轻钢两侧壁依次穿过两根所述并列的C形轻钢,并通过螺母固定在横杠上;所述C形轻钢的C形两侧壁上沿长度方向上分布有多条穿设所述连接螺栓的第一条形孔。以通过连接螺栓将两根C形轻钢栓接在角对拉座的定位挡舌两侧,使三者在横杠的宽度方向上形成一个整体,以进一步通过角对拉座的卡板型底座和T型螺栓将三者固定连接在一起,从两个方面和两个方向提供角对拉座的连接可靠性、牢固性和稳定性。More preferably, the positioning tongue also has an extension section extending to the inside of the horizontal bar, the width of the extension section is smaller than the width of the positioning tongue, and the far end of the extension section is pierced with connecting bolts, and the connecting bolts are connected from the C-shaped light that forms the horizontal bar. The two side walls of the steel pass through the two parallel C-shaped light steels in turn, and are fixed on the horizontal bar through nuts; the C-shaped side walls of the C-shaped light steels are distributed along the length direction with a number of piercing holes. The first strip hole of the connecting bolt. Two C-shaped light steel bolts are connected to both sides of the positioning tongue of the corner pair of pull seats through connecting bolts, so that the three form a whole in the width direction of the horizontal bar, so as to further pass the clip type of the corner pair of pull seats. The base and the T-bolts fix the three together, and provide the connection reliability, firmness and stability of the corner-to-drawing seat from two aspects and two directions.

更进一步优选的,所述C形轻钢由底部平直段和两侧壁段构成矩形槽钢结构,底部平直段和侧壁段分别形成C形轻钢的截面宽度和高度,底部平直段沿轻钢的长度上方向分布有数条穿设所述第一T型螺栓的第二条形孔,侧壁段由底部平直段向一侧延伸,侧壁段末端形成有向内弯折的支撑段,支撑段与底部平直段平行,支撑段具有朝向底部回弯的折回段。以从C形槽钢自身结构上增大强度,并通过多个第二条形孔提高横杠与角对拉器的连接方便性和连接位置的可调节性,最好,C形槽钢的截面宽度小于截面高度,以进一步增强结构强度。More preferably, the C-shaped light steel is composed of a bottom straight section and two side wall sections to form a rectangular channel steel structure, the bottom straight section and the side wall sections respectively form the section width and height of the C-shaped light steel, and the bottom is straight Along the length of the light steel section, there are several second strip-shaped holes through which the first T-shaped bolts are distributed. The side wall section extends from the bottom straight section to one side, and the end of the side wall section is formed with an inward bend. The supporting section is parallel to the straight section at the bottom, and the supporting section has a turning section bent toward the bottom. In order to increase the strength from the structure of the C-shaped channel steel itself, and improve the connection convenience and the adjustability of the connection position between the horizontal bar and the corner puller through a plurality of second strip holes, preferably, the C-shaped channel steel The section width is smaller than the section height to further enhance the structural strength.

再进一步优选的,所述侧壁段中部形成有向内回收的内凹段。更进一步利用内凹段增加强度,并可方便的将螺栓头和螺母隐藏于凹槽中,避免在横杠在周转过程中,因螺栓头或螺母外露而磕碰其他构件,减少或消除周转损失隐患。Still further preferably, a concave section retracted inward is formed in the middle of the side wall section. Further, the inner concave section is used to increase the strength, and the bolt heads and nuts can be conveniently hidden in the grooves, so as to avoid bumping other components due to the exposed bolt heads or nuts during the turnover process of the horizontal bar, reducing or eliminating the hidden danger of turnover loss .

再一次优选的,所述第一T型螺栓的T形头呈柱状结构。以通过简单的结构降低该第一T型螺栓的制造难度,提高制造效率,降低制造成本。如采用铸造、挤压或其他一体成型方式,或者由两个柱状杆件焊接在一起。Preferably again, the T-shaped head of the first T-shaped bolt has a columnar structure. The manufacturing difficulty of the first T-bolt is reduced through a simple structure, the manufacturing efficiency is improved, and the manufacturing cost is reduced. For example, casting, extrusion or other integral molding methods are adopted, or two cylindrical rods are welded together.

优选的,所述直角保证器位于所述背楞加固框外侧。以便加固框形成直接抵接在背楞上的平整内壁,减小加固框面积,减少材料消耗,降低施工成本,并确保直角保证器装拆操作空间位于加固框外面,装拆方便,提高施工效率。Preferably, the right-angle guarantee is located outside the back flute reinforcement frame. In order for the reinforcement frame to form a flat inner wall that directly abuts against the back corrugation, the area of the reinforcement frame is reduced, the material consumption is reduced, the construction cost is reduced, and the installation and disassembly operation space of the right-angle guarantor is located outside the reinforcement frame, which is convenient for assembly and disassembly, and improves construction efficiency .

优选的,所述直角保证器包括直角形角铁本体,直角形角铁本体的两直角边通过穿设的第二T型螺栓和锁固螺母贴合固定在对应横杠的外侧面上。从而确保直角保证器连接牢固可靠,最好在直角形角铁本体的两直角边之间设置加强筋,以提高直角形角铁本体的刚性和强度。Preferably, the right-angle guarantor includes a right-angle iron body, and the two right-angle sides of the right-angle iron body are fit and fixed on the outer surface of the corresponding horizontal bar through the second T-shaped bolts and lock nuts that pass through. In order to ensure that the connection of the right-angle guarantor is firm and reliable, it is preferable to arrange reinforcing ribs between the two right-angle sides of the right-angle-shaped angle iron body to improve the rigidity and strength of the right-angle-shaped angle iron body.

进一步优选的,所述直角形角铁本体的一直角边上固定连接有穿过对应横杠的螺杆,螺杆上套装有压板,直角保证器通过该压板和压板螺母锁紧夹固在对应横杠上;其中,压板呈卡板形,压板通过卡槽卡合在所述横杠上。进一步利用压板增强连接的牢固性,并利用压板卡槽侧壁形成对横杠宽度方向的制约,特别适用于由两根并列型钢构成的横杠。Further preferably, the right-angled side of the right-angled angle iron body is fixedly connected with a screw passing through the corresponding horizontal bar, and a pressure plate is set on the screw rod, and the right-angle guarantor is locked and clamped on the corresponding horizontal bar through the pressure plate and the pressure plate nut. above; wherein, the pressing plate is in the shape of a clamping plate, and the pressing plate is engaged on the horizontal bar through the engaging slot. The pressure plate is further used to enhance the firmness of the connection, and the side wall of the groove of the pressure plate is used to restrict the width direction of the horizontal bar, which is especially suitable for the horizontal bar composed of two side-by-side section steels.

进一步优选的,所述直角形角铁本体两直角边的上下沿形成有翻边,以使两直角边均形成槽钢形,直角边的槽底贴合固定在对应横杠的外侧面上,由翻边构成的直角边槽侧壁扣合在对应横杠的上下侧面。以确保直角保证器适用于横杠由单根C形轻钢构成的情形。Further preferably, flanges are formed on the upper and lower edges of the two right-angled sides of the right-angled angle iron body, so that the two right-angled sides form a channel steel shape, and the groove bottom of the right-angled side is fitted and fixed on the outer surface of the corresponding horizontal bar. The side wall of the right-angled side groove formed by the flanging is buckled on the upper and lower sides of the corresponding horizontal bar. To ensure that the right angle guarantor is suitable for the situation where the horizontal bar is made of a single C-shaped light steel.

本实用新型的有益效果是,加固框直角保证性好,整体刚性好、强度高;搭拆操作方便、搭拆效率高;且周转无损伤其他构件隐患,施工成本低。The beneficial effects of the utility model are that the reinforcement frame has good guarantee of right angles, good overall rigidity and high strength; convenient operation of building and dismantling, high building and dismantling efficiency; and no hidden danger of damage to other components during turnover, and low construction cost.

附图说明Description of drawings

图1是本实用新型的结构示意轴测图。Fig. 1 is a structural schematic axonometric view of the utility model.

图2是本实用新型中加固框的结构示意轴测图。Fig. 2 is a schematic axonometric view of the structure of the reinforcement frame in the utility model.

图3是本实用新型中角对拉器的结构示意轴测图。Fig. 3 is a schematic axonometric view of the structure of the angle pair puller of the present invention.

图4是本实用新型中角对拉器另一个方向的结构示意轴测图。Fig. 4 is a schematic axonometric view of another direction of the angle puller of the utility model.

图5是本实用新型中角对拉座的结构示意轴测图。Fig. 5 is a schematic axonometric view of the structure of the corner pair pull seat of the utility model.

图6是本实用新型中角对拉座另一个方向的结构示意轴测图。Fig. 6 is a schematic axonometric view of the structure in another direction of the corner pair pull seat of the utility model.

图7是本实用新型中角对拉座的结构示意主视图。Fig. 7 is a schematic front view of the structure of the corner pair pull seat of the utility model.

图8是本实用新型图7中的A—A剖视图。Fig. 8 is a sectional view of AA in Fig. 7 of the present utility model.

图9是本实用新型中C形轻钢的结构示意轴测图。Fig. 9 is a schematic axonometric view of the structure of the C-shaped light steel in the utility model.

图10是本实用新型中C形轻钢的断面示意图。Fig. 10 is a schematic cross-sectional view of a C-shaped light steel in the utility model.

图11是本实用新型中第一种结构形式的直角保证器的结构示意轴测图。Fig. 11 is a schematic axonometric view of the right-angle guarantor of the first structural form in the present invention.

图12是本实用新型中第一种结构形式的直角保证器另一个方向的结构示意轴测图。Fig. 12 is a schematic axonometric view of another direction of the right-angle guarantor in the first structural form of the present invention.

图13是本实用新型中第二种结构形式的直角保证器的结构示意轴测图。Fig. 13 is a schematic axonometric view of the right-angle guarantor of the second structural form in the present invention.

图14是本实用新型中第二种结构形式的直角保证器的结构示意图。Fig. 14 is a structural schematic diagram of a right-angle guarantor of the second structural form in the utility model.

具体实施方式Detailed ways

下面结合附图对本实用新型作进一步的说明,但并不因此将本实用新型限制在所述的实施例范围之中。The utility model will be further described below in conjunction with the accompanying drawings, but the utility model is not limited to the scope of the described embodiments.

实施例1,参见图1、图2,一种轻钢龙骨型柱模加固体系,由多个竖向间隔分布的背楞加固框100形成对柱模竖向背楞200的箍抱式紧固,竖向背楞200内侧抵靠在模板300上;背楞加固框包括四个横杠110;任一所述横杠110的前端抵接在相邻横杠110侧面,以使背楞加固框100形成风车形;相互抵接的两相邻所述横杠110通过直角保证器120固定连接成相互垂直的状态,并通过角对拉器130加固;所述角对拉器130包括两个角对拉座131,两个角对拉座131分别设在两个对应的所述横杠110上;角对拉座131通过拉压锁紧方式与所述横杠110形成固定连接,两个角对拉座131通过螺纹拉杆132和对拉螺母133形成拉压式锁紧固定,直角保证器120位于背楞加固框100外侧。Embodiment 1, referring to Fig. 1 and Fig. 2, a light steel keel-type column formwork reinforcement system, which consists of a plurality of vertically spaced back corrugated reinforcement frames 100 to form a hoop-type fastening to the vertical back corrugated 200 of the column formwork, The inner side of the vertical back flute 200 is against the template 300; the back flute reinforcement frame includes four horizontal bars 110; Windmill shape; the two adjacent horizontal bars 110 abutted against each other are fixedly connected to be perpendicular to each other through the right angle guarantee device 120, and are reinforced by the corner pair puller 130; the corner pair puller 130 includes two corner pair pullers Seat 131, two corner pairs of pull seats 131 are respectively arranged on two corresponding horizontal bars 110; the corner pair of pull seats 131 forms a fixed connection with the said horizontal bar 110 through tension and compression locking, and the two corner pairs of pull seats The seat 131 is locked and fixed by a threaded pull rod 132 and a pull nut 133 in a tension-compressive manner, and the right-angle guarantee 120 is located outside the corrugated reinforcement frame 100 .

参见图3、图4、图5、图6、图7、图8、图9、图10,并结合图1、图2,其中,角对拉座131包括卡板型底座131a,卡板型底座131a通过卡槽卡合在对应所述横杠110外侧;卡板型底座131a外侧面上斜向外延伸有承载座131b,承载座131b上形成有穿设所述螺纹拉杆132的穿孔,穿孔的轴线与卡槽底面在水平面内呈45度夹角,穿孔的孔口端面构成承接所述对拉螺母133的承载面;所述卡板型底座131a上穿设有两个第一T型螺栓134,第一T型螺栓134的T形头卡合在对应的所述横杠110的卡槽内;所述角对拉座131通过螺合在所述第一T型螺栓134上的锁紧螺母固定连接在对应的所述横杠110上;所述横杠110卡合在卡板型底座131a的卡槽内;承载座131b具有从卡板型底座131a宽度方向突出的部分,卡板型底座131a的卡槽槽底上向内突伸有定位挡舌131c;所述横杠110由两根并列的C形轻钢111组成,C形轻钢111的开口位于横杠内侧,两根C形轻钢111分别位于所述定位挡舌131c的上下两侧;穿设所述螺纹拉杆132的穿孔具有形成在所述定位挡舌131c上的部分;所述螺纹拉杆132直径小于或等于定位挡舌131c厚度,从而使横杠110形成由两根C形轻钢111构成的组合结构,角对拉座的定位挡舌131c插在两并列的C形轻钢111之间,螺纹拉杆132从两C形轻钢111之间的空隙穿过;定位挡舌131c还具有向横杠内侧延伸的延伸段131d,延伸段131d宽度小于定位挡舌131c宽度,延伸段131d远端穿设有连接螺栓135,连接螺栓135从构成横杠的C形轻钢111两侧壁依次穿过两根所述并列的C形轻钢111,并通过螺母固定在横杠110上;所述C形轻钢111的C形两侧壁上沿长度方向上分布有多条穿设所述连接螺栓135的第一条形孔111a;连接螺栓135将两根C形轻钢111栓接在角对拉座的定位挡舌131c两侧,使三者在横杠的宽度方向上形成一个整体;C形轻钢111由底部平直段111b和两侧壁段111c构成矩形槽钢结构,底部平直段111b和侧壁段111c分别形成C形轻钢111的截面宽度和高度,底部平直段111b沿轻钢的长度上方向分布有数条穿设所述第一T型螺栓134的第二条形孔111g,侧壁段111c由底部平直段111b向一侧延伸,侧壁段111c末端形成有向内弯折的支撑段111d,支撑段111d与底部平直段111b平行,支撑段111d具有朝向底部回弯的折回段111e;侧壁段111c中部形成有向内回收的内凹段111f;便于将连接螺栓135的螺栓头和螺母隐藏于凹槽中。而第一T型螺栓134的T形头134a呈柱状结构,第一T型螺栓134由两个柱状杆件焊接在一起,柱状杆件之一构成T形头134a,另一柱状构件构成螺纹杆部分,T形头134a上还焊接有一直径小于T形头134a的细杆134b,细杆134b长度大于T形头134a的柱状构件自身长度,第一T型螺栓134通过C形轻钢111侧壁对细杆134b绕第一T型螺栓134回转的限制,形成对第一T型螺栓134转动的限制。Referring to Fig. 3, Fig. 4, Fig. 5, Fig. 6, Fig. 7, Fig. 8, Fig. 9, and Fig. 10, and in combination with Fig. 1 and Fig. 2, the corner-to-pull seat 131 includes a clamp-type base 131a, a clamp-type The base 131a is engaged on the outside of the corresponding horizontal bar 110 through a card slot; a bearing seat 131b extends obliquely outward on the outer surface of the clamp-type base 131a, and a perforation through which the threaded pull rod 132 is formed on the bearing seat 131b, the perforation The axis of the axis and the bottom surface of the card slot form an angle of 45 degrees in the horizontal plane, and the end surface of the perforated hole constitutes a bearing surface for receiving the pull nut 133; two first T-bolts are pierced on the clamp-type base 131a 134, the T-shaped head of the first T-shaped bolt 134 is engaged in the corresponding slot of the horizontal bar 110; The nuts are fixedly connected to the corresponding horizontal bar 110; the horizontal bar 110 is engaged in the slot of the clamp-type base 131a; A positioning tongue 131c protrudes inwardly from the bottom of the card slot of the base 131a; the horizontal bar 110 is composed of two C-shaped light steel 111 juxtaposed, and the opening of the C-shaped light steel 111 is located inside the horizontal bar. Shaped light steel 111 is respectively located on the upper and lower sides of the positioning stop tongue 131c; the perforation through the threaded pull rod 132 has a part formed on the positioning stop tongue 131c; the diameter of the threaded pull rod 132 is less than or equal to the positioning stop The thickness of the tongue 131c, so that the bar 110 forms a combined structure composed of two C-shaped light steels 111, the positioning tongue 131c of the corner pair of pull seats is inserted between the two parallel C-shaped light steels 111, and the threaded pull rod 132 is connected from the two C-shaped light steels 111. The gap between the C-shaped light steel 111 passes through; the positioning tongue 131c also has an extension section 131d extending to the inside of the horizontal bar. , the connecting bolts 135 pass through the two side walls of the C-shaped light steel 111 that constitute the horizontal bar in sequence, and are fixed on the horizontal bar 110 by nuts; the C-shaped light steel 111 There are many first strip holes 111a through which the connecting bolts 135 are distributed on the C-shaped side walls along the length direction; the connecting bolts 135 bolt two C-shaped light steel 111 to the positioning stop of the corner pair of pull seats. The two sides of the tongue 131c make the three form a whole in the width direction of the horizontal bar; the C-shaped light steel 111 consists of a bottom straight section 111b and two side wall sections 111c to form a rectangular channel steel structure, and the bottom straight section 111b and the side walls Segment 111c respectively forms the cross-section width and height of C-shaped light steel 111, and the bottom straight section 111b is distributed with several second strip-shaped holes 111g passing through the first T-shaped bolt 134 along the length of the light steel. The section 111c extends to one side from the bottom straight section 111b, the end of the side wall section 111c is formed with an inwardly bent support section 111d, and the support section 111d is flat with the bottom straight section 111b The supporting section 111d has a turning section 111e bent toward the bottom; the middle part of the side wall section 111c is formed with an inwardly retracting concave section 111f; it is convenient to hide the bolt head and nut of the connecting bolt 135 in the groove. And the T-shaped head 134a of the first T-shaped bolt 134 is a columnar structure, the first T-shaped bolt 134 is welded together by two columnar rods, one of the columnar rods forms the T-shaped head 134a, and the other columnar member forms a threaded rod part, T-shaped head 134a is also welded with a thin rod 134b with a diameter smaller than T-shaped head 134a, and the length of thin rod 134b is greater than the length of the columnar member of T-shaped head 134a. The first T-shaped bolt 134 passes through the side wall of C-shaped light steel 111 The restriction on the rotation of the thin rod 134b around the first T-bolt 134 forms a restriction on the rotation of the first T-bolt 134 .

参见图11、图12,并结合图2、图8、图9,所述直角保证器120包括直角形角铁本体121,直角形角铁本体121的两直角边之间一体形成或焊接有加强筋121a,加强筋121a设有分布在两侧边缘和中部的三道,且直角形角铁本体121的两直角边通过穿设的第二T型螺栓122和锁固螺母123贴合固定在对应横杠110的外侧面上,对拉螺母133包括螺母本体,螺母本体后段两侧向外延伸有加力臂,加力臂末端侧面形成有凸块,螺母本体尾端呈六角螺母结构,加力臂与两凸块及六角螺母结构三者形成一体的山字形;对拉螺母133由螺母本体前端抵靠在承载座131b的承载面上。其中,直角形角铁本体121的一直角边上固定连接有穿过对应横杠110的螺杆124,螺杆124从构成对应横杠的两C形轻钢111之间的空隙穿过,螺杆124上套装有压板125,压板125压在C形轻钢111的开口侧,直角保证器120通过该压板125和压板螺母126锁紧夹固在对应横杠110上;直角形角铁本体121的一直角边上形成有插入另一对应横杠的两C形轻钢111之间空隙的插板121b;其中,压板125呈卡板形,压板125通过卡槽卡合在所述横杠110上,压板125中部形成有卡舌125a。第二T型螺栓122与第一T型螺栓134的结构相同,第二T型螺栓122通过C形轻钢111侧壁对细杆绕第二T型螺栓122螺杆部轴线回转的限制,从而形成对第二T型螺栓122转动的限制。Referring to Fig. 11 and Fig. 12, and in conjunction with Fig. 2, Fig. 8 and Fig. 9, the right angle guarantee device 120 includes a right angle iron body 121, and the two right angle sides of the right angle iron body 121 are integrally formed or welded with reinforcement Rib 121a, reinforcing rib 121a is provided with three lines distributed on both side edges and the middle part, and the two right-angle sides of the right-angle-shaped angle iron body 121 are fit and fixed on the corresponding On the outer surface of the horizontal bar 110, the pull nut 133 includes a nut body, the two sides of the rear section of the nut body extend outwards with a force arm, the side of the end of the force arm is formed with a bump, and the tail end of the nut body is in a hexagonal nut structure. The force arm, the two protrusions and the hexagonal nut structure form an integrated mountain shape; the pull nut 133 is abutted against the bearing surface of the bearing seat 131b by the front end of the nut body. Wherein, on the right-angled side of the rectangular angle iron body 121, a screw rod 124 passing through the corresponding horizontal bar 110 is fixedly connected, and the screw rod 124 passes through the gap between the two C-shaped light steels 111 forming the corresponding horizontal bar, and on the screw rod 124 A pressing plate 125 is set, and the pressing plate 125 is pressed on the opening side of the C-shaped light steel 111. The right angle guarantor 120 is locked and clamped on the corresponding horizontal bar 110 through the pressing plate 125 and the pressing plate nut 126; the right angle of the right-angled angle iron body 121 There is an inserting plate 121b inserted into the gap between the two C-shaped light steel 111 corresponding to the horizontal bar on the side; wherein, the pressing plate 125 is in the shape of a clamping plate, and the pressing plate 125 is engaged on the horizontal bar 110 through a card slot, and the pressing plate A tab 125a is formed in the middle of 125 . The second T-bolt 122 has the same structure as the first T-bolt 134, and the second T-bolt 122 restricts the rotation of the thin rod around the axis of the screw part of the second T-bolt 122 by the side wall of the C-shaped light steel 111, thereby forming Limitation of rotation of the second T-bolt 122 .

本实施例中,第一T型螺栓134和第二T型螺栓122中两个相互垂直的柱状杆也可采用铸造、挤压或其他一体成型方式一体形成,同时,细杆段也可一体形成在构成T形头的柱状杆件上。In this embodiment, the two mutually perpendicular columnar rods in the first T-shaped bolt 134 and the second T-shaped bolt 122 can also be integrally formed by casting, extrusion or other integral molding methods, and at the same time, the thin rod section can also be integrally formed On the cylindrical bar that makes up the T-head.

实施例2,参见图13、图14,所述直角形角铁本体121两直角边的上下沿形成有翻边121c,以使两直角边均形成槽钢形,直角边的槽底贴合固定在对应横杠110的外侧面上,翻边121c构成的直角边槽侧壁扣合在对应横杠110的上下侧面,两直角边的对应侧壁形成一体;所述横杠100由单根所述C形轻钢111构成;所述角对拉座131上的定位挡舌131c配合在C形轻钢111的底部平直段111b上用于穿设第一T型螺栓134的第二条形孔111g中;螺杆124上套装的压板125中部的卡舌125a卡合在C形轻钢111的C形开槽中;直角形角铁本体121的一直角边上形成的插板121b插入另一对应横杠的C形轻钢1111的底部平直段111b上用于穿设第一T型螺栓134的第二条形孔111g中。Embodiment 2, referring to Fig. 13 and Fig. 14, the upper and lower edges of the two right-angle sides of the right-angle-shaped angle iron body 121 are formed with flanging 121c, so that the two right-angle sides all form a channel steel shape, and the groove bottoms of the right-angle sides are fitted and fixed On the outer surface of the corresponding horizontal bar 110, the side wall of the right-angled side groove formed by the flange 121c is buckled on the upper and lower sides of the corresponding horizontal bar 110, and the corresponding side walls of the two right-angled sides are integrated; the horizontal bar 100 is formed by a single The above-mentioned C-shaped light steel 111 is composed; the positioning tongue 131c on the corner pair pull seat 131 is matched with the bottom straight section 111b of the C-shaped light steel 111 to pass through the second bar of the first T-shaped bolt 134. In the hole 111g; the tab 125a in the middle of the pressing plate 125 set on the screw rod 124 is engaged in the C-shaped slot of the C-shaped light steel 111; The bottom straight section 111b of the C-shaped light steel 1111 corresponding to the horizontal bar is used to pass through the second bar-shaped hole 111g of the first T-shaped bolt 134 .

本实施例的其余结构与实施例1相同,在此不再赘述。The rest of the structure of this embodiment is the same as that of Embodiment 1, and will not be repeated here.

本实施例中,角形角铁本体121的一直角边中可不形成插板121b;相应压板125中部的卡舌125a也无需设置。In this embodiment, the inserting plate 121b may not be formed on the right-angle side of the angle-shaped angle iron body 121; the snap tongue 125a in the middle of the corresponding pressing plate 125 does not need to be provided either.

以上详细描述了本实用新型的较佳具体实施例。应当理解,本领域的普通技术人员无需创造性劳动就可以根据本实用新型的构思作出诸多修改和变化。因此,凡本技术领域中技术人员依本实用新型的构思在现有技术的基础上通过逻辑分析、推理或者有限的实验可以得到的技术方案,皆应在由权利要求书所确定的保护范围内。The preferred specific embodiments of the present utility model have been described in detail above. It should be understood that those skilled in the art can make many modifications and changes according to the concept of the utility model without creative efforts. Therefore, all technical solutions that can be obtained by those skilled in the art based on the concept of the utility model through logical analysis, reasoning or limited experiments on the basis of the prior art should be within the scope of protection defined by the claims .

Claims (11)

1.一种轻钢龙骨型柱模加固体系,由多个竖向间隔分布的背楞加固框(100)形成对柱模竖向背楞(200)的箍抱式紧固;背楞加固框(100)包括四个横杠(110);其特征在于,任一所述横杠(110)的前端抵接在相邻横杠(110)侧面,以使背楞加固框(100)形成风车形;相互抵接的两相邻所述横杠(110)通过直角保证器(120)固定连接成相互垂直的状态,并通过角对拉器(130)加固;所述角对拉器(130)包括两个角对拉座(131),两个角对拉座(131)分别设在两个对应的所述横杠(110)上;角对拉座(131)通过拉压锁紧方式与所述横杠(110)形成固定连接,两个角对拉座(131)通过螺纹拉杆(132)和对拉螺母(133)形成拉压式锁紧固定。1. A light steel keel-type column formwork reinforcement system, which consists of a plurality of vertically spaced back corrugated reinforcement frames (100) to form a hoop-type fastening to the vertical back corrugated (200) of the column formwork; the back corrugated reinforcement frame ( 100) includes four horizontal bars (110); it is characterized in that the front end of any one of the horizontal bars (110) abuts against the side of the adjacent horizontal bar (110), so that the back corrugated reinforcement frame (100) forms a windmill shape ; Two adjacent horizontal bars (110) abutting against each other are fixedly connected to be perpendicular to each other through the right angle guarantee (120), and are reinforced by the corner puller (130); the corner puller (130) It includes two corner pair pull seats (131), and the two corner pair pull seats (131) are respectively arranged on the two corresponding horizontal bars (110); the corner pair pull seats (131) are locked with the The horizontal bar (110) forms a fixed connection, and the two corner opposite pull seats (131) form a pull-press type locking and fixing through threaded pull rods (132) and pull nuts (133). 2.根据权利要求1所述的轻钢龙骨型柱模加固体系,其特征在于,所述角对拉座(131)包括卡板型底座(131a),卡板型底座(131a)通过卡槽卡合在对应所述横杠(110)外侧;卡板型底座(131a)外侧面上斜向外延伸有承载座(131b),承载座(131b)上形成有穿设所述螺纹拉杆(132)的穿孔,穿孔的孔口端面构成承接所述对拉螺母(133)的承载面;所述卡板型底座(131a)上穿设有两个第一T型螺栓(134),第一T型螺栓(134)的T形头卡合在对应的所述横杠(110)的卡槽内;所述角对拉座(131)通过螺合在所述第一T型螺栓(134)上的锁紧螺母固定连接在对应的所述横杠(110)上;所述横杠(110)卡合在卡板型底座(131a)的卡槽内。2. The light steel keel-type column formwork reinforcement system according to claim 1, characterized in that, the corner pair seat (131) includes a clip-type base (131a), and the clip-type base (131a) passes through the slot It is engaged on the outer side of the corresponding horizontal bar (110); a bearing seat (131b) extends obliquely outward on the outer surface of the clamp-type base (131a), and the bearing seat (131b) is formed with the threaded pull rod (132 ), the end face of the perforated hole constitutes the bearing surface for receiving the pull nut (133); two first T-bolts (134) are pierced on the clamp-type base (131a), and the first T The T-shaped head of the type bolt (134) is engaged in the corresponding slot of the horizontal bar (110); The locking nuts are fixedly connected to the corresponding horizontal bars (110); the horizontal bars (110) are engaged in the slots of the clamp-type base (131a). 3.根据权利要求2所述的轻钢龙骨型柱模加固体系,其特征在于,所述承载座(131b)具有从卡板型底座(131a)宽度方向突出的部分,卡板型底座(131a)的卡槽槽底上向内突伸有定位挡舌(131c);所述横杠(110)由两根并列的C形轻钢(111)组成,C形轻钢(111)的开口位于横杠内侧,两根C形轻钢(111)分别位于所述定位挡舌(131c)的上下两侧;穿设所述螺纹拉杆(132)的穿孔具有形成在所述定位挡舌(131c)上的部分;所述螺纹拉杆(132)直径小于或等于定位挡舌(131c)厚度。3. The light steel keel-type column form reinforcement system according to claim 2, characterized in that, the bearing seat (131b) has a part protruding from the width direction of the clamp-type base (131a), and the clamp-type base (131a) ) has a positioning tongue (131c) protruding inward from the bottom of the card slot; the horizontal bar (110) is composed of two parallel C-shaped light steels (111), and the opening of the C-shaped light steel (111) is located at On the inner side of the bar, two C-shaped light steel pieces (111) are located on the upper and lower sides of the positioning tongue (131c); The upper part; the diameter of the threaded pull rod (132) is less than or equal to the thickness of the positioning tongue (131c). 4.根据权利要求3所述的轻钢龙骨型柱模加固体系,其特征在于,所述定位挡舌(131c)还具有向横杠内侧延伸的延伸段(131d),延伸段(131d)宽度小于定位挡舌(131c)宽度,延伸段(131d)远端穿设有连接螺栓(135),连接螺栓(135)从构成横杠的C形轻钢(111)两侧壁依次穿过两根所述并列的C形轻钢(111),并通过螺母固定在横杠(110)上;所述C形轻钢(111)的C形两侧壁上沿长度方向上分布有多条穿设所述连接螺栓(135)的第一条形孔(111a)。4. The light steel keel-type column formwork reinforcement system according to claim 3, characterized in that, the positioning tongue (131c) also has an extension (131d) extending to the inside of the horizontal bar, and the width of the extension (131d) is Smaller than the width of the positioning tongue (131c), the distal end of the extension section (131d) is pierced with connecting bolts (135), and the connecting bolts (135) pass through the two side walls of the C-shaped light steel (111) forming the horizontal bar in turn. The juxtaposed C-shaped light steel (111) is fixed on the horizontal bar (110) by nuts; the C-shaped side walls of the C-shaped light steel (111) are distributed along the length direction with a number of piercing The first strip-shaped hole (111a) of the connecting bolt (135). 5.根据权利要求3所述的轻钢龙骨型柱模加固体系,其特征在于,所述C形轻钢(111)由底部平直段(111b)和两侧壁段(111c)构成矩形槽钢结构,底部平直段(111b)和侧壁段(111c)分别形成C形轻钢(111)的截面宽度和高度,底部平直段(111b)沿轻钢的长度方向上分布有数条穿设所述第一T型螺栓(134)的第二条形孔(111g),侧壁段(111c)由底部平直段(111b)向一侧延伸,侧壁段(111c)末端形成有向内弯折的支撑段(111d),支撑段(111d)与底部平直段(111b)平行,支撑段(111d)具有朝向底部回弯的折回段(111e)。5. The light steel keel-type column formwork reinforcement system according to claim 3, characterized in that, the C-shaped light steel (111) consists of a bottom straight section (111b) and two side wall sections (111c) to form a rectangular groove Steel structure, the bottom straight section (111b) and the side wall section (111c) respectively form the section width and height of the C-shaped light steel (111), and the bottom straight section (111b) is distributed along the length direction of the light steel. The second bar-shaped hole (111g) of the first T-bolt (134) is provided, the side wall section (111c) extends to one side from the bottom straight section (111b), and the end of the side wall section (111c) forms a directed The support segment (111d) is bent inward, the support segment (111d) is parallel to the bottom straight segment (111b), and the support segment (111d) has a turn-back segment (111e) bent toward the bottom. 6.根据权利要求5所述的轻钢龙骨型柱模加固体系,其特征在于,所述侧壁段(111c)中部形成有向内回收的内凹段(111f)。6. The light steel keel-type column form reinforcement system according to claim 5, characterized in that, a concave section (111f) retracted inward is formed in the middle of the side wall section (111c). 7.根据权利要求2所述的轻钢龙骨型柱模加固体系,其特征在于,所述第一T型螺栓(134)的T形头(134a)呈柱状结构。7. The light steel keel-type column formwork reinforcement system according to claim 2, characterized in that, the T-shaped head (134a) of the first T-shaped bolt (134) has a columnar structure. 8.根据权利要求1所述的轻钢龙骨型柱模加固体系,其特征在于,所述直角保证器(120)位于所述背楞加固框(100)外侧。8. The light steel keel-type column form reinforcement system according to claim 1, characterized in that, the right-angle guarantee (120) is located outside the corrugated reinforcement frame (100). 9.根据权利要求1所述的轻钢龙骨型柱模加固体系,其特征在于,所述直角保证器(120)包括直角形角铁本体(121);直角形角铁本体(121)的两直角边通过穿设的第二T型螺栓(122)和锁固螺母(123)贴合固定在对应横杠(110)的外侧面上。9. The light steel keel type column formwork reinforcement system according to claim 1, characterized in that, the right angle guarantee (120) includes a right angle iron body (121); two right angle iron body (121) The right-angled side is fitted and fixed on the outer surface of the corresponding horizontal bar (110) through the second T-shaped bolt (122) and the lock nut (123) that are passed through. 10.根据权利要求9所述的轻钢龙骨型柱模加固体系,其特征在于,所述直角形角铁本体(121)的一直角边上固定连接有穿过对应横杠(110)的螺杆(124),螺杆(124)上套装有压板(125),直角保证器(120)通过该压板(125)和压板螺母(126)锁紧夹固在对应横杠(110)上;其中,压板(125)呈卡板形,压板(125)通过卡槽卡合在所述横杠(110)上。10. The light steel keel-type column formwork reinforcement system according to claim 9, characterized in that, the right-angled side of the right-angled angle iron body (121) is fixedly connected with a screw passing through the corresponding horizontal bar (110) (124), the screw rod (124) is overlaid with a pressure plate (125), and the right angle guarantee (120) is locked and clamped on the corresponding horizontal bar (110) by the pressure plate (125) and the pressure plate nut (126); wherein, the pressure plate (125) is in the shape of a clamping plate, and the pressing plate (125) is clamped on the horizontal bar (110) through a clamping slot. 11.根据权利要求9或10所述的轻钢龙骨型柱模加固体系,其特征在于,所述直角形角铁本体(121)两直角边的上下沿形成有翻边(121c),以使两直角边均形成槽钢形,直角边的槽底贴合固定在对应横杠(110)的外侧面上,由所述翻边(121c)构成的直角边槽侧壁扣合在对应横杠(110)的上下侧面。11. The light steel keel-type column formwork reinforcement system according to claim 9 or 10, characterized in that, the upper and lower edges of the two right-angled sides of the right-angled angle iron body (121) are formed with flanges (121c), so that Both right-angled sides form a channel steel shape, the groove bottom of the right-angled side is fitted and fixed on the outer surface of the corresponding horizontal bar (110), and the side wall of the right-angled side groove formed by the flange (121c) is buckled on the corresponding horizontal bar The upper and lower sides of (110).
CN201820254643.2U 2018-02-12 2018-02-12 Lightgage steel joist type column mould reinforcement system Expired - Fee Related CN208009895U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820254643.2U CN208009895U (en) 2018-02-12 2018-02-12 Lightgage steel joist type column mould reinforcement system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820254643.2U CN208009895U (en) 2018-02-12 2018-02-12 Lightgage steel joist type column mould reinforcement system

Publications (1)

Publication Number Publication Date
CN208009895U true CN208009895U (en) 2018-10-26

Family

ID=63885601

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201820254643.2U Expired - Fee Related CN208009895U (en) 2018-02-12 2018-02-12 Lightgage steel joist type column mould reinforcement system

Country Status (1)

Country Link
CN (1) CN208009895U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109930821A (en) * 2019-04-26 2019-06-25 岳鹏 Cylindrical frame structure mould
CN110145119A (en) * 2018-02-12 2019-08-20 泰博混凝土模板与支撑(陕西)有限公司 A Reinforcement System of Light Steel Keel Column Formwork

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110145119A (en) * 2018-02-12 2019-08-20 泰博混凝土模板与支撑(陕西)有限公司 A Reinforcement System of Light Steel Keel Column Formwork
CN109930821A (en) * 2019-04-26 2019-06-25 岳鹏 Cylindrical frame structure mould
CN109930821B (en) * 2019-04-26 2024-05-07 岳鹏 Columnar frame structure die

Similar Documents

Publication Publication Date Title
CN110700585A (en) A formwork reinforcement system structure and its construction technology
CN208009895U (en) Lightgage steel joist type column mould reinforcement system
CN207999064U (en) Lightgage steel joist type corner wall mould reinforcement system
US11781282B2 (en) Locking t-bolts, post sleeves, post sleeves with shear connections, and related systems and methods
CN110145116B (en) Light steel joist type corner wall mould reinforcing system
KR20160003064U (en) Bracket for fixing rectangular pipe
CN211341758U (en) A column hoop of a concrete column formwork
CN110145119A (en) A Reinforcement System of Light Steel Keel Column Formwork
KR20220022664A (en) Cross joint for fixing formwork
JP2013221332A (en) Mounting tool for building
CN211817980U (en) High-strength fixing device for wall column template
CN220705153U (en) Curved wall segmented support module
CN207934449U (en) Angle is to drawing device
CN211037834U (en) Template reinforcing system structure
KR101057551B1 (en) Pillar formwork
CN211037472U (en) Wedge frame curtain wall connection structure
CN210976561U (en) A revolvable scaffolding and wall structure
CN112127627A (en) A wall form reinforcement pressure plate and wall form reinforcement system
CN207999070U (en) Right angle ensures device
CN211949613U (en) Aluminum alloy building formwork clip
KR200426053Y1 (en) Fastening Structure between Jang Sun-jae and Yoke
CN215848761U (en) Side wall template
CN221546368U (en) An adjustable connecting beam structure
CN113550566A (en) Formwork frame
CN224119425U (en) H-shaped steel structure connection structure for bridge

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CP03 Change of name, title or address
CP03 Change of name, title or address

Address after: Unit 509, C-7 (Ourui Building), No. 328 Xinghu Street, Suzhou Industrial Park, Suzhou Pilot Free Trade Zone, Suzhou Area, Jiangsu Province 215100

Patentee after: Taibo Intelligent Construction Technology (Suzhou) Co.,Ltd.

Country or region after: China

Address before: Unit 509, C-7 (Ourui Building), No. 328 Xinghu Street, Suzhou Industrial Park, Suzhou Pilot Free Trade Zone, Suzhou Area, Jiangsu Province 215100

Patentee before: Taibo New Building Technology (Suzhou) Co.,Ltd.

Country or region before: China

Address after: Unit 509, C-7 (Ourui Building), No. 328 Xinghu Street, Suzhou Industrial Park, Suzhou Pilot Free Trade Zone, Suzhou Area, Jiangsu Province 215100

Patentee after: Taibo New Building Technology (Suzhou) Co.,Ltd.

Country or region after: China

Address before: Room 21002, unit 2, building 1, No.35 Tangyan Road, hi tech Zone, Xi'an City, Shaanxi Province

Patentee before: TABLE CONCRETE FORMWORK & SHORING (SHAANXI) Co.,Ltd.

Country or region before: China

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: 20181026